20021773 Ver 1_COMPLETE FILE_20020115

LAND
150 E. Arlington Blvd,
CABINS 16 Suite E
7?7 tit Greenville, NC 27858
TIMBERLINE
WATERFRONT Land Cam an office 252-355-9288
P S' Fax [phone]
FAX COVER SHEET
DATE: TIME: /;'L J5
TO: j r ZaAP?
FROM:
TIMBERLINE LAND COMPANY
150 EAST ARLINGTON BLVD. SUITE E
GREENVILLE, NC. 27858
PHONE: [phone]
FAX: [phone]
NUMBER OF WAGES INCLUDING COVER SHEET:
REMARKS: URGENT FOR YOUR REVIEW ?C
MESSAGE:
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REPLY ASAP (- PLEASE COMMENT K

TO 39Vd 00 GNV-1 3NI-la3HWI1 OVLb99EZ9Z 99:1T 0007,/90/90
Mr. Bob zarzecki
May 5, 2003
This is what Timberline will be doing to notify all of the customers that purchase
property at Bailey Pointe. This will be recorded at the Beaufort County courthouse and
we will be putting the following language in our covenants. This will be referred tD in
every deed conveyed at Bailey Pointe. I am sending a sample deed and a copy of some
other documents to ensure that all customers know about the Tar Pamlico Buffer rule.
"A portion of this property (lot) has been determined to meet the requirements for
designation as a wetlandsptream or protected stream buffer under the current rules and
regulations of state and federal agencies that are in effect at the time of the recordation of
this subdivision. Any guent impacts to these areas shall conform to the
requirements ofthe sd'ulses adopted by the State of North Carolina and in force at the
time of the proposed impacts. Property owners should not assume that future application
for impacts to these areas would be approved. The property owner shall report the name
of the subdivision in any application pertaining to said rules. This covenant is solely
intended to insure compliance with the rules adopted by the State of North Carolina and
therefore the State of North Carolina may enforce benefits. This covenant runs with the
land and shall be binding on all parties and all persons claiming under them."
Thank you for your help in resolving this issue in a timely manner. My attorney asks that
you sign this and fax it back to me so that we can record the covenants and get you a
copy of the recorded document.
Thank you,
C(Signed) - - Date ?O

Z0 39vd 00 QNV-I 3NI-1839HI1 OVzVS9EZ9Z 99:LZ COOZ/90/50
MRY 05 2003 11 : 1SAM HP LASERJET 3200 P.3
RODMAN9' HOLSCAER, FRANCISCO & PECK, P.A.
ArW RIVBYS AT LAW
330 Non* Hra" Shit
PoeOffim.8m 1747
wASMNCTON, NORTH C.AROJNA 27ds9
t'heded N. Hvlydor Edward N. Redress - ltOM4
ca.
DwnWd G FYeneBere offift
L Bmag ry Pack Jr. Td gMwj a [phone] Fred N. me&cA a Amoraq of Lew
Prang F.1101whar Pas [phone] &Vmd s.+nal4 fxjj&**nd
Man L /axes
May 5i 2003
--SENT VIA FACSEWLE TRANSMISSION TO 355-4740-
Mr. Chip Watkeys
Greenville Timberline, L.L.C.
150 East Arlington Blvd., Suite E
Greenville, North Carolina 27858
Re. Requirements for Section 401 'W'ater Quality Certification
Our FiLe No,: 03-30-11576
Dear Chip:
Pursuant to our latest conversation with regard to the 401 language, attached is a specimen of a
prototype deed to be used for Bailoy Point. Please be sure and inform dw state that this deed is
not in its final. form, however, with regard to the Restrictive Covenants, this is the form we will
use. The language which we have discussed will be added to our Restrictive Covenants and thus
referred to in each and every deed. Also, as you are aware we send a copy of the Restrictive
Covenants in every closing package we are involved in.
If the State approves this method of notification, please have this approval in writing and provide
me with a copy at your very earliest convenience. I will need a copy of the State's approval prior
to preparing any of these deeds. _
Yours very truly,
RODMAN, HOLSCHER, FRANCISCO
Bc PBCK, P.A.
FNH:hw
Enclosure
Frederick N. Holscher
CO 39VJ 00 QNd_1 3NI_1d38WI1 0bLb99EZ9Z 95:ZZ E00Z/50/90
MRY OS 2003 11;16AM NP LASERJET 3200

STATE OF NORTH CAROLINA
COUNTY OF BEAUFORT
p.4
MWAttB'A VY jum MOW 70,
MM, MMSCMM, "ALX=C0 C. PECK,
p. A., Attomya at Law
320 2. VA kat 8t., P. 0. Box 1747
washippon VC 77069
Telephone: [phone]
THIS DEZD, made and entered into this the day of
2003, by MZUIVXXJ43 TnMMLIM, L.L.G., a Delaware
Limited Liability Company, acting by and through its duly
appointed Attorney in Fact, AUDDIS C. RRGMN, Grantor, to
Grantee, whose
address is;
WI TN$ S S HTUt
That the Grantor, in consideration of the sum of Ten and
no/ion Dollars ($10,o0) and other good and valuable considerations
to it paid by the Grantee, the receipt whereof ie acknowledged,
has given, granted, bargained, sold and does hereby convey unto
the Grantee, his/her heirs and assigns, that certain tract or
parcel of land lying and being in Bath Township, Beaufort county,
Morth Carolina, more particularly described as follows;
MING Lot 1, Bailey. Pointe Subdivision as the same is ¦horns
on that lap of record, its Flat cabinet _, Slide which
ip ove of the nitre rasps for the Bailey Pointe SubdividiOn
recorded in Plat Cabinet _, elide(s)
V0 39tid 00 QNd-1 3NI-Id3SWIi 0bLb55EZ5Z 99:TT 600Z/50/50
MY 05 2003 11:18AM HP LASERJET 5200
P.5
of the Beaufort county Registry with reference to said map
and the esme incorporated, herein for a more cowiate and
detailed description.
TO HAVE AND TO HOLD the same, together with all and singular,
the rights, ways, privileges and appurtenances thereto belonging
or in anywise appertaining unto the said Grantee, his/her heirs
and assigns, in fee simple, subject, however to the following:
1. 2003 Beaufort County Ad Valorem taxes.
a. Such easements, rights-of-way and restrictions of
record in the Beaufort County Registry.
r3? Won-coMliance with any local, county, state or federal
governmental laws, ordinances or regulations relative to zoning,
subdivision, occupancy, use, construction or the development of
the subject property.
G) Those certain Restrictive Covenants as recorded in Book
Page and amended and re-recorded in gook _, Page
of the Beaufort County Registry; reference being made to the
same for their terms and provisions. Please note however with
respect to this Lot 1 that not withstanding any provisions of
these restrictive covenants no more than square feet of
said Lot shall be covered by impervious structures including
asphalt, gravel, concrete, brick, stone, or slate but not
including wood decking. This is intended to ensure continued
compliance with the Storm water Permit issued by the State of
North Carolina, This Covenant may not be changed or deleted
without the consent of the State of North Carolina.
The Grantor covenants with the Grantee that it is seized in
90 39dd 00 QNVI 3NI-Id38WI1 0bLb99EZ9Z 95-ZZ E00Z/90!90
MAY 05 2003 11:18AM HP LASERJ6T 3200
P.6
fee simple of the above described property and has good right and,
title to convey the same; that the same is free and clear of all
liens and encumbrances, except those matters and things above set
forth, and that, subject thereto, it will forever warrant and
defend the title to the same against all lawful claims and
demands.
IN WITNESS WHEREOF, the Grantor has caused this instrument to
be executed in its corporate name by its duly appointed Attorney
in Fact, all by the authority of its Board of Directors first duly
given; this the day and year first above written.
GMMEZ crrr.r.g TINDERLnM F L. L. C. , a
Delaware Limited Liability Company
BY: (Seal)
AUDDIR C. BROWN, Attorney-in-Fact
STATE OF
COUNTY OF
1, the undersigned Notary Public in and for the State and
County aforesaid, do hereby certify that AODDYB C. BROWN, Attorney
in Fact for GR LLS TnMXRLINR, L.L.C., a Delaware Limited
Liability company, personally appeared before me this day and
being duly sworn says that he executed the foregoing and annexed
instrument for and in behalf of GRSSLMLLR TnMEALINE, L.L.C., a
Delaware Limited Liability Company, and that hie authority to
execute and acknowledge said instrument is contained in an
instrument duly executed and acknowledged and recorded in the
office of the Register of Deeds of Beaufort County in Book ,
Page on , and that this instrument was
executed under and by virtue of the authority given by said
instrument granting him power of attorney; that the said AUDDIS C.
]BROWN acknowledged the due execution of the foregoing and annexed
instrument for the purposes therein expressed and in behalf of
GRBXKVILLB TYNBLRLINE, L.L.C.
WITNESS my hand and official seal, this the day of -
. 2003.
NOTARY PUBLIC
My Commission expires:
90 39VJ 00 QNVI 3NIIH38WIi 0bLVsscZsZ 99:TT E00Z/90/90
Bailey Pointe
Summation of Covenants
1. No more than one single family dwelling per lot with a 1400 square foot minimum.
2. Bailey Pointe will be a private community, with a Homeowners Association and
Association dues of $250.00 per year. Dues are payable and pro-rated at closing.
(gBailey Pointe will have an Architectural Review Board. All structures and/or
provements must be submitted to the Review Board for approval, and must comply
with all federal, local and state laws and regulations.
4. No breeding of any animal for commercial or recreational purposes. Horses will be
permitted on non-waterfront lots having 2 acres or more. Horses will be permitted on
Waterfront lots with at least 4 acres provided no more than one (1) horse per fenced in
acre. The Architectural Review Board must approve all improvements to lots such as
fencing and stables.
5. No further subdivision of any property except to enlarge two or more properties.
7, Docks, bulkheads, walkways and boat ramps are allowed on all waterfront properties.
All local, state and federal regulations must be complied with. The lot owner will be
responsible for individual permits for all work done on waterfront lots.
8. One outbuilding is permitted on each lot and must be built in conformance with the
main residence and must be approved by the Architectural Review Board.
9, No structure other than a fence may be constructed within ten (10) feet of the property
lines without written consent from Greenville Timberline, LLC or Bailey Pointe
Architectural Review Hoard.
10. No singlewide or doublewide trailers will be permitted on any lot. Modular Homes
are permitted but must be approved by the Architectural Review Board. Homes must
have a minimum roof pitch of 6-12 and cannot have a title or VIN number.
12. No more than 24.2% of any lot shall be covered by impervious structures,
Including asphalt, gravel, concrete, brick, stone, slate, or similar material but not
including wood decking or the surface of swimming pools.
Qaesnd uilding setbacks areas follow, 25 feet from all road ways, 10 feet from all side lot
50 feet from m the marsh grass.(This line is shown of the plat as the 50' Pamlico
riparian buffer.)
14. This document does not replace the Bailey Pointe Subdivision, recorded
Covenants.
L0 30Vd 00 QNG-1 3NIIN39WIl 0VzVS9EZ9Z 99:TT E00Z/90/S0
BAILEY POINTE
VITAL INFORMATION STATEMENT
THIS PROPERTY INFORMATION STAI NC CONTAINS RAPORTANT INFORMATION
REGARDING ESTIMATED COSTS AND RESPONSIBILITIES ASSOCIATED WITH FUTURE
DEVELOPkffiNT OF THIS PROPERTY. TBF FOLLOWING INFORMATION HAS BEEN
OBTAINED FROM SOURCES DEEMED RELIABLE. NO REPRESENTAION OR GUARANTEE TO
THE ACCURACY THEREOF IS MADE AND SUCH INFORMATION IS SUBJECT TO CHANGE
WITHOUT NOTICE.
1. _ . The parcel being ptmchased by maim tlmmgh Greenville Timberline, LLC, I.ot #__-, in the
s6&ISion known as Batley Pointe, located in Be ufort Counly, near Bath, NC leas been developed in
conformance with local codes and standards.
2. _ . I/We aduiowledge receipt of a copy of the protective covenants for Bailey Pointe and understand
all items contained therein.
I/We understand that docks, piers, and boathouses are permitted for watecfroat lots only. It is my
spondbiliry to obtain all permits as may be required by State, Local, and/or Federal authorities before
beginning such projects.
. I/We understand that all lots must be devekgmd m accordance with the Tar Pamlico Buffer rule as
(Pen as all other Division of Water Quality regulations in affect at the time of application
5 . I /We acknowledge tbat there is a conservation easement on all coastal wetlands on lots
L4',2-,3,4,5,6,'7,8,9, 10,11,12 &13 and no fill material may be placed in these areas; however each lot is
entitled to a walkway and duck for recreational purposes with proper permitting.
6. - . Easements- VWe understand that easements have been gmnted to ensure the rights of ingress and
egress, as well as utility service for the subdivision All easements will be shown on recorded plat.
7. _. Rlectricity: Electricity service is provided by Tideland Electric Membership Corporation
(252-943-3046) and provided to each lot via underground service, except where already in existence.
8. Teleph mw: Telephone service is to be provided by SPRINT.
Sprint Greenville, NC
Residence (252-355-5131.)
9. Sewage Dbq=W: I/We understand that on-ske sewage system are mquired and the cost of that
system will be my responsibility as lot owner. Septic Systems have been designed by the Beaufort County
!Health Department, changes to said design must be approved by the Beaufort County Health Department.
Lots 42, 43, 44, 45, 97, and 99 will have off site sg4c areas. Lines will be installed to connect the building
lot to the septic site. (*Brian Harris - 252-946--6048)
Estimated Cost: The estimated cost of installing a regular sewage disposal system for a three (3) bedroom
house can range from $5,000.00 to $9,000,00 depending on the type of system for each lot. Seller does not
warrant the coat of septic systems. This information has been gathered from local residents and
contractors. Names and estimates from local contractors am available upon requat
80 39hd 00 QNti-1 3NI-1d39WI1 0VzVS9CZSZ 9S:TT C00Z/50!50
10. _ . Water. Each lot is provided with trade gm n d county water. Beaufort C=Mty requires a Isp and
meter fee which is to inchtded in the purchase of the lot
w* The fee is $575.00
11.? Building permits may be obtained from the Beaufort County Building Inspector.
12_ . Taxes: The current tax rate Beaufort County is $0.68 per S 100 of actual value.
TICS PROPERTY HAS NOT BEEN ASSESSED IN INDINWAL PARCELS BEFORE; SUCH AN'
ASSESSMENT 1S AT THE DISCRE'I 1ON OF THE COUNTY TAX ASSESSOR TYPICALLY, THE
INDIVIDUAL SALES PRICE OR BANK APPRAISALS MAY BE USED TO ASSESS INITIAL
VALUE.
13. . The following people cunady bold these positions.
Beaufort County
County Manager,
Tax Assemrs Office:
Bas ufert Comuy Heinle
Department
Building IuInctor:
Doaald Davenport
121 W_ 3"' SL
Washington, NC 27889
(252) 9460079
220 N. Market St_
Washington, NC 27889
[phone]
Brien Harris
Post Office Box 579
Washington, NC 27889
Midwl Leggett
220 N. Market St.
Washington, NC 27889
[phone]
Beaufort Cw,uty Water
11I West 24 Sheet
Washington, NC 27689
252-975-9300 (now service)
252-975-0720 (County water)
[phone]
14, -. Closing Attorney: Fred Holscher P.A. Attorney at Law_
Fees and Closing Cost: Closing costs will rum from 55004800 per closing depending on whether or not it
is a Cash or Firuutae sale. Owners I7tle insurance is available.
Fred Holscher Holly Wallace - Legal Assistant
320 N, Market St.
Washington, NC 27889
[phone] - OT=
[phone] - Flex
15. _ . I/We adrnowledge that the future value of the land is uncertain and the grantor makes no
guarantees either express or implied as to the future value of any lot in Bailey Pointe.
60 30Vd 00 QNVI 3NI1d39NIl ovzVSSEZ9Z 99:1T E00Z/90/90
16. _ . Roads: I/We ? that the roads in the subdivision will be private with a paved driving
surface of 16'-18' (feet) wide. The roads are bonded through the county by Surety Bond to ensure
completion.
17, , Recrea d": A common area will be provided to all owners of Bailey Pointe_ Tire company has
retained Baldwin and Associates, an environmental oonsulting and permitting specialist, to apply for a
permit for a dock to be placed on the waterfront of the common access property for use by the property
owners. The seller agrees to construct said dock at its expense upon approval of a permit.
THE COMPANY WILL NOT WARRANT ANY GUARANTEE THAT SAM DOCK WILL BE
CONSTRUCTED UNTIL T14E PERMIT IS RECEIVED. TIM SPI LER HAS NO REASON TO
BELIEVE THAT THE PERMIT IS NOT ):ORTNCOMMG, HOWEVER IF THIS IS THE
D)MRIAMNG FACTOR IN YOUR PURCHASE, DO NOT LUMCHAM AT THIS TME.
18. _ . I/We acknowledge that Bailey Pointe is a private community and will have a HomeowoWs
Association with dues of $250.00 per year.
*Homeowners Association dues will be prorated and due at closing.
19. _ Me acknowledge that all buildings, houses, structures and/or improvements must be approved by
Bailey Pointe Architectural Review Board and/or Greenville Timberline, LLC and must comply with all
federal, state end local regulations.
20. _ ItWe ackmowledge receipt of a copy of the provisional Septic Permit, issued by the Beaufort County
Health Departratil and the proposed design,
CERTIFICATION
I have given the above disclosure to the purchaser and I have given the purchaser uninterrupted Bute to read
the disclosure.
Date:
Greenville Timberline Sales Representative
Date:
Buyers Signature
Buyers Signature
01 39dd 00 QNV7 3NI-183SWI1 0VzVS9EZ9Z 99:LZ E00Z/90/S0
O?O? W A T ?19pG
r
Alan W. Klimek, P.E., Director
Division of Water Quality
April 24, 2003
Greenville Timberline, LLC
Attn: Mr. Chip Watkeys
150 East Arlington Blvd.
Suite E
Greenville, NC 27858
[phone] [FAX]
Subject Property: Bailey Point Subdivision, Pamlico Beach Rd. (SR1725), Bath, NC
Bailey Creek [03-03-07, 29-28-6, SC NSW (nutrient sensitive)]
DWQ Project No. 02-1773
County: Beaufort
Page 1 of 2
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Tar-Pamlico River
Buffer Protection Rules (15A NCAC 2B.0259) with ADDITIONAL CONDITIONS
Dear Mr. Watkeys:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 0.449 acres of wetlands, 100 feet of streams and 3,809 square feet (f?) of protected riparian buffers
for the purpose of constructing the roadways at the subject property, as described within your application dated
November 1, 2002 including additional information dated April 21, 2003. After reviewing your application, we have
decided that the impacts are covered by the N.C. Division of Water Quality (DWQ) General Water Quality Certification
Number(s) 3404 (GC3404). The Certification(s) allows you to use Nationwide Permit 14 when issued by the US Army
Corps of Engineers (USACE). This letter shall also act as your approved Authorization Certificate for impacts to the
protected riparian buffers per 15A NCAC 2B .0259. In addition, you should obtain or otherwise comply with any other
required federal, state or local permits before you go ahead with your project including (but not limited to) Erosion and
Sediment Control, Non-discharge and CAMA regulations. Also, this approval will expire when the accompanying 404
permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to send us a new application. If the property is sold, the new owner must
be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If
total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions:
1. Diffuse Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive velocities through the
protected stream buffers and will not re-concentrate before discharging into the stream as identified within 15A
NCAC 2B.0259(5).
2. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return the attached certificate of completion to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Page 2 of 2
3. Deed Notifications
Several of the lots (e.g., lots 53 & 60) are configured such that only a home of a certain size and in a specific
location can fit on the lot without requiring additional buffer and/or wetland impacts. Therefore, we are requiring that
deed notifications as described below shall be placed on all lots within the subdivision. The development and any
activities on these lots must comply with the Tar-Pamlico Buffer Rule (15A NCAC 02B .0259) as well as all other
applicable 401 and DWQ regulations. These lots should be developed in a manner to avoid the need for future
variances from the Tar-Pamlico Buffer Rule.
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and
protective buffers in order to assure compliance for future wetland, water and buffer impact. These mechanisms
shall be put in place prior to impacting any wetlands, waters and/or buffers approved for impact under this
Certification Approval and Authorization Certificate.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404 or
CAMA permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for
a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office
of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 1508.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the Tar-
Pamlico riparian buffer protection rule as described within 15A NCAC 2B .0259. If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
Ian RWKlimek. P.E.,
NC DWQ, Director
Attachments: Certificate of Completion
GC 3404
Cc: Doug Hylton, Weyerhaeuser Real Estate Co., 800 Potomac Dr., Chocowinity, NC27817
Joseph C. Avolis, Avolis Engineering, P.A., P.O. Box 15564, New Bern, NC 28561 [AE Project No. 99083]
USACE Washington Regulatory Field Office
DWQ Washington Regional Office
File Copy
Central Files
DWQ # 02-1773
Date: April 24, 2003
bz
•
•
APR ? ,t, 7?0?
April 7,2003
Doug Hylton
Weyerhaeuser Real Estate Development Co.
800 Potomac Dr.
Chocowinity, NC 27817
To whom it may concern:
01*
RE: Transfer of ownership at Bailey Pointe, a portion of Beaufort 47
This letter is to notify all regulatory agencies involved with the permitting process for this
project that the tract was sold to Greenville Timberline, LLC on December 12,2002 as
witnessed by deed recorded in book 1295, page 101 at the Beaufort County Register of
Deeds. The transfer of these permits was a condition of contract for the sale. Most of you
were made aware during this time but this is to make notification official. Weyerhaeuser
Real Estate Development Co. was aware of buyers intent to proceed with the project as
generally submitted for the permits with some minor changes of lot lines. Variances
from the plan were to be the responsibility of the buyer to apply for any modifications
needed.
Sincerely,
4?151?vk
Doug Hylton

"Oe
X50 ??
S
0 Cc: John Doughty, WREDCO
L
April 21, 2003
AVOLIS ENGINEERING, P.A.
P,O. Box 15564 • New Bern, North Carolina 28561 • [phone]
RRRRRRffffff ( 7
Mr. Bob Zarzecki
NC Division of Water Quality
401 Wetlands Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
RE: DWQ#02-1773, Additional Information
Bailey Pointe Subdivision, Beaufort County
AE Project No. 99083
Dear Mr. Zarzecki:
gl IANDS 1401 RDT
APR 2 u 7003
110-0 J.
Enclosed please find seven copies of the above-referenced calculations as requested by your
letter of December 4, 2002. Also enclosed is a site plan showing all of the project stormwater
outfall points as well as the locations and lengths of level spreader devices. A signed application
is enclosed.
Should you have any questions relating to this matter, please do not hesitate to call.
Sincerely,
AvXis--
Pres de
OF WATF9 Michael F. Easley, Governor
`0? QG William G. Ross Jr., Secretary
.y North Carolina Department of Environment and Natural Resources
? ?r-? Alan Klimek, P.E., Director Division of Water Quality
Q •f
" December 11, 2002
DWQ # 02-1773
r
LJ, Beaufort County
Project Name: Bailey Pointe Subdivision
CERTIFIED MAIL - RETURN RECEIPT REQUES'
Weyerhaeuser Real Estate Development Company
Attn: Doug Hylton
800 Potomac Drive
Chocowinity, NC 27817
Dear Mr. Hylton:
Post-it' Fax Note 7671 Date pages)
To
TQ From
&6
Co./Dept. w o ?z 0 Q (,2 Co.
Phone # Phone #

t?
Fax # Ly Z _ 9L((o -L
Fax #
\441?0^ Z,2 -`1S -I'A(e4 ?P to y, IyI ..??
7 Zti z - Zz.r, - 1-4 1?t6 CPno..e) i.,;f C. C', (.C.o,+,
On December 9, 2002 the Division of Water Quality (DWQ) received additional information
regarding your plan to fill wetland and waters for the purpose of developing a residential development in
Beaufort County. Approval from DWQ is required to disturb these wetlands and waters. Please provide
7 copies of the following information and refer to the DWQ # listed above in your reply. In particular as
described in 15A NCAC 2B .0502, we will require you to locate all streams and ponds on the property.
Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine
your projects' compliance with 15A NCAC 2H .0500.
1. Please provide the building footprint.
2. Please indicate the lay out of the septic drain field.
Please telephone Bob Zarzecki at 919-733-1786 if you have any questions or would require
copies of our rules or procedural materials. This project will remain on hold as incomplete in
accordance with 15A NCAC 2H .0505(c). The processing time for this application will begin when
this information is received. If we do not hear from you by writing within three (3) weeks we will
assume you no longer want to pursue the project and will consider it withdrawn.
Sincerely,
i'
I
?l John R. Dorney
401 Water Quality Certification Program
JRD/bs
cc: Washington DWQ Regional Office
Washington Corps of Engineers
Central Files
File Copy
Joseph Avolis, Avolis Engineering
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), (http://h2o.enr.state.nc.us/ncwetlands

November 20, 2002
AVOLIS ENGINEERING, P.A.
P,O, Box 15564 • New Bern, North Carolina 28561 • [phone]
Mr. John Dorney
401 Water Quality Certification Program
NCDENR
1650 Mail Service Center
Raleigh, NC 27699-1650
r n'
FILE
j Y
RE: DWQ #02-1773, Bailey Pointe Subdivision, Beaufort County
AE Project No. 99083
Dear John:
F
PFD
^?.??Qltru?
As requested by your letter of November 8, 2002, enclosed please find the following:
• Original and six copies of signed application
• Original and six copies of signed agent's letter
• Map showing all Tar-Pamlico buffers for this project
Should you have any questions regarding the enclosed information, please do not hesitate to call.

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i

e J d? • FIRST LENGTH REPRESENTS LEVEL SPREADER
0 0 LENGTH BEFORE THE PIPE CROSSING. SECOND
LENGTH REPRESENTS LEVEL SPREADER LENGTH PROJECT N?
AFTER THE PPE CROSSING. I? ENTRANCE
• H
•.. G
-( e e o e• m -T -G
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• • •
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l 0
CREEK WID 25' J o `,
AT SITE \? I • e m
WETLAND CROSSING / STORMWATER TFALL SUMMARY
MAP L A DESCRIPTION STATION NOTE / NT LEVEL SPREADER LENGTH'
A OUTF 0 STA. 7+34.40 - NO CAMA 404 BLUE LINE IMPACT 0 0
8 STORMWA OU1F 0 A. 22+20 - C A 4D4 UE IMPACT 0
C ST WATER WTFAL - 0 TA. 34+DO - NO CAMA 404 BLUE LINE IMPACT 0 0
N STAJ3+50 18 1
E WETLAND CRIYSSIIG 12 STDRMWATER DUVALL - 0 STA 49+30 T 10
F WETlMO CROSSING 13 STORMwATER OUTFALL - 0 STA. 54+70 1 1
G WETLAND CROSSING 14 1 WSTORMWAIER OU ALL 0 STA. 60+75 1 10
H WETLAND 05 STORMWAIER OUIFALL 0 STA. 65+40 0 0
1 WE AND CROSSDiG 16 S1 TER TF 0 STA. 71+30 0 0
J h • A.81+90
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K RUE LINE
ST ATER OUITALL 0 A. 99+75 - NO CAMU 404 11PACT 0 0
L S AIER OUIFALL - 0 A. 111+05 - NO CAW 404 BLUE LINE IMPACT 0 0
T W T 1 1- TIP

\ j FOR PERM1"nNG PURPOSES ONLY
CLIENT: WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY: RRD
CHECK D BY: JCA DWG NO. 99083
DATE: 4 21 03 SCALE: NTS
'?---? AVOLIS ENGINEERING P.A. WETLAND CROSSING / STORMWATER OUTFALL PLAN
Civil and Environmental Engineering BAILEY POINT SUBDIVISION
-%.;.? PO BOX 15564 NEW BERN, NORTH CAROLINA 28561 NCSR 1725
AZ PHONE: [phone], FAX [phone] BEAUFORT COUNTY, NC
INSTALL LEVEL AND FLUSH
WITH NATURAL GROUND
DITCH OUTLET
A
L
SQUARE PREFORMED
SCOUR HOLE
???ulunrrrt,
15360

6" RIP RAP
9" THICK WITH
FILTER FABRIC
NOTE: PROVIDE AT STORMWATER
OUTLET POINTS TO
RIPARIAN BUFFERS AS
INDICATED.
OUTLET
5'
SECTION A-A
LEVEL SPREADER
SCALE: NOT TO SCALE
CLIENT: WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY: WFF
CHECK'D BY: JCA DWG NO. 99083
DATE: 4 21 03 SCALE: NTS
AVOLIS ENGINEERING, P.A. LEVEL SPREADER DETAIL
Civil and Environmental Engineering BAILEY POINT SUBDIVISION
PO BOX 15564 NEW BERN, NORTH CAROLINA 28561 NCSR 1725
PHONE: [phone], FAX [phone] BEAUFORT COUNTY, NC
PLAN
SQUARE PREFORMED
SCOUR HOLE
REINFORCEMENT MATTING
SEED WITH NATIVE
GRASSES AT
INSTALLATION
A
I -r-_
PERMANENT SOIL
REINFORCEMENT MATTING
NATURAL
?---r ?N GROUND
LEVEL SPREADER
LENGTH AS INDICATED ON CHART
(SEE WETLAND STOR WATER OUTFOALLINPLAN)
04/09/03 08.21 CYPRESS LANDING -? 252 633 6507 N0.053 D01
OF W A rFqOG W10*0l F. Easley, Governor
p? William G. Ross Jr., Secretary
rjj 3 North Carolina Department of Environment and Natural Resources
? r
o i Alan Klimek, RE, Director Division of Water Quality
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Weyerhaeuser Real Estate Development Company
Attu: Doug Hylton
800 Potomac Drive
Chocowinity, NC 27817
Dear Mr. Hylton:
December 4, 2002
=Name: 2-1773
Count
ivisio

On November 21, 2002 the Division of Water QuAry (DWQ) received additional information regarding your plan
to fill werland and waters for the purpose of developing a residential development irk Beaufort County. Approval from DWQ
it: required to disturb these wetlands and waters. Please provide 7 copies of the following information and refer to the DWO
f/ listed above in your reply, to particular as described in 15A NCAC 2B .0502, we will require you to locate all streams and
ponds on the property. Please show these on maps of suitable scale (for instance l" = 100 Feet) so we can begin to determine
your projects' compliance with 15A NCAC 2H .0500.
Please provide a site plan of the entire development at a I-= 100 foot scale or greater.
/Please indicate proposed lot layout as overlays on the site plan.
Please indicate the location of the protected buffers as overlays on the site plan.
?Pleaae locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
5. Please indicate all stormwater outfalls on the site plan.
6. Please indicate the diffuse now provision measures on the site plan.
7. The stor mwatcr discharges at the location on the plans labeled crossing numbers 1 and 2 will not provide diffuse flow
through the buffer. Please revise the plans and provide calculations to show that diffuse [low will be achieved through
the entire buffer. If it is not possible to achieve ditluae flow through the entire buffer, then it will be necessary to
provide stormwater management practices that remove nutrients before the stormwater can be dixc:harged through the
buffer,
8. Please provide a. signed copy of the application,
Please telephone Bob 7rarzecki at 919-733-1786 if you have any questions or would require copies of our rules Or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The
processing time for this application will begin when this information is received. If we do nut hear from you by writing
within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn.
JRD/bs
cc: Washington DWQ Regional Office
Washington Corps of Engineers
Central Files
File Copy
Joseph Avolis, Avolis Engineering
N. C. Division of Water Duality. 401 Wetlands Canilicafgn Unit,
1650 Mail Service Center, Raleigh, NC 27698-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604.2260 (Location)
[phone] (phone), 919-733.6893 (lax), (httpIlh2o.enr.siata.nc.us/ncwetiands
W-(.10
Dorney
er Quality Certification rogram
A
AW-A
WDEV
F
S lancU
November 20, 2002
Mr. John R. Dorney
401 Water Quality Certification Program
NCDENR
1650 Mail Service Center
Raleigh, NC 27699-1650
RE: DWQ #02-1773, Agent Authorization Letter, Bailey Pointe Subdivision
AE Project No. 99083
Dear Mr. Domey:
Please accept this letter as our appointment of Avolis Engineering, P.A. as our
agent in permitting matters for the above-referenced project. Should you have any
questions, please do not hesitate to give me a call at [phone].
Sincerely,
4 -
Doug 7;
ton
Project Manager
C 0 e J c'` e'er dt'? ve-- 5
2 ?
b ...LJ Occ ? C=
y
/ lC x/

800 POTOMAC DRIVE, CHOCOWINfFY, NC 27817 TOLL FREE 800.914-3300
Office Use Only:
USACE Action ID No.
(If any particular item is not
I. Processing
II.
DWQ No.
to this project, please enter "Not
Form Version May 2002
able" or
1. Check all of the approval(s) requested for this project:
H Section 404 Permit a Riparian or Watershed Buffer Rules
E] Section 10 Permit EJ Isolated Wetland Permit from DWQ
0 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: Fj
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: KJ
Applicant Information
1. Owner/Applicant Information
Name: Weyerhaeuser Real Estate Company
Mailing Address: 800 Potomac Drive
Chocowinity, NC 27817
Telephone Number: 252-229-7798 Fax Number: 252-975-7469
E-mail Address: [e-mail]
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Joseph C. Avolis, P E
Company Affiliation: Avolis Engineering, P.A.
Mailing Address: P. o. Box 1 5 5 6 4
New Bern, NC 28561
Telephone Number: 252-633-0068 Fax Number: 252-633-6507
E-mail Address: avolisenq@always-online com
Page 5 of 12
III.
Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Bailey Point Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 15-015501
n'' Nearest Town: Bath
Subdivision name (include phase/lot number): Bailey Point
Directions to site (include road numbers, landmarks, etc.): South on NCSR 1 725
(Pamlico Beach) from the intersection o N
o sou
2.3 miles. Site is on the right.
4. Location
Cou Beuafort
5. Site coordinates, if available (UTM or Lat/Long): 3 5 ° - 2 5. 9 5 7 ' N 760-38.233' W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 345 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Bailey Creek
8. River Basin: Paml i co
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/gdmin/ma s/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Site is currently wooded and undeveloped.
ina land u is rural residential with predominant
forestry and farming uses.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Project will be a low density 85 lot residential subdivision
The main subdivision road is proposed to have seven crossing
over wetland fingers. Work will be accomp is e using roa way
construction equipment including bulldozers, graders and backhoes.
11. Explain the purpose of the proposed work:
Seven wetland crossings will allow the construction of the
subdivision access road. There will be no other roadway crossings
associated with the project.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
There have not been any previously issued wetland related permits
for this prof ect
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
There are no future anticipated wetland permits anticipated
for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Pale 7 of 12
1. Provide a written description of the proposed impacts: The roadway cros s in s
will impact 404 Wetlands only. No "blue line" streams are
directly impacted. Blue line impacts associate wit CAMA
wetlands occur at wo crossi.ngs on y.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within
Site Number Type of Impact* Impact T100 year Floodplain**
(indicate on map) (acres) (yes /no)
Crossing 1 Roadway 0548 yes
Crossing 2 Roadway .0545 yes
Crossing 3 Roadway .0777 yes
Crossing 4 Roadway .0663 yes
.Crossing 5 Roadwa .0957 es
Crossing 6 Roadway .0214 yes
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hqP7//w-ww.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE on) y).
Crossing 7 Roadway .0488 yes 150' 404 Forested
List the total acreage (estimated) of all existing wetlands on the property: 7 Ar rPG
Total area of wetland impact proposed: 0.449 Acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma
p)
.Crossing 1
Type of Impact*

-Roadway Length of
Impact

(linear feet)
55'
Stream Name**

UT to Bailey Crk Average Width

of Stream
Before Impact
10' Perennial or

Intermittent?
(please specify)
Inter ( CAMA
--Crossing 2 Roadway 45' UT to Bailey Crk 10' Inter ( CAMA

List each impact s eparately and ldPT111fV irmnnror r :. T?___.
--- - r? w ... F-- i,uyaua ulcluue, out are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www ustis goy. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapqucst con, eic.).
Cumulative impacts (linear distance in feet) to all streams on site: 100,
NOTE: Crossings 1 and 2 impact "blue line" streams by virtue of
CAMA wetlands within 50'.
Page 8 of 12
Distance to
Nearest Stream
(linear feet)
Type of Wetland***
1' (CAMA) 404 Forested
45' 404 Forested
52' 404 Forested
100' 404 Forested
150' 404 Forested
150' 404 Forested
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact

(acres)
Name of Waterbody
(if applicable) Type of Waterbod
Y
(lake, pond, estuary, sound,
ba

N ne y, ocean, etc.)

* List each impact se parately d entify temoora rv imnacts lmn.-tc
Hooding, drainage, bulkheads, etc.
, -L aic HUL nmitea to: nu, excavation, dredging,
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): Y] uplands 7 stream wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Excavation
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Aesthetic
Size of watershed draining to pond: 5 AC Expected pond surface area: 2. 5 AC
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Project minimizes the impact to the large area of wetlands on the
site. The proposed roadway is located on the upstream side of
the property for all crossing locations
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal tc one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Pa-e 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strm2ide.htm1.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation),ya plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
A conservation easement will be placed on fifteen lots in the
subdivision to prevent any further wetland fill from being
permitted in the future.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
(919) 733-208 to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/-vvrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitiation requested (linear feet): -0-
I
Amount of buffer mitigation requested (square feet): -0-
Amount of Riparian wetland mitigation requested (acres): -0-
Amount ofNon-riparian wetland mitigation requested (acres): -0-
Amount of Coastal wetland mitigation requested (acres): -0-
NOTE: Total riparian buffer area impacted is less than 150
linear feet. No mitigation is required.
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes [] No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes [:J No [:] N/A
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes [:] No F? N/A
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Netise), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify_ mar_pami ; V
Yes ® No E] If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
N/A
2 21423 1.5 N/A
Total 3,809 N/ A
* 7n- 1 -r-l -- " o__. _
--- r-•r-••.•.- -- uca1 "11& Vi cnannel; Gone Z extends an
additional 20 feet from the edge of Zone 1.
NOTE: Total riparian buffer area impact is less than 150'.
No mitigation is required.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
No buffer mitigation is proposed due to the total impacted
crossing length being less than 150 linear feet.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
FXi S1 l r?? ?mrpry; nllS acreage = 0 A rPG
acreage 41.89. Final built upon area F112.14%Pervious
11. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wa
stewater generated from the proposed project, or available capacity of the subject facility.
Re ide
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes F? No
Is this an after-the-fact permit application?
Yes [] No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
No other circumstances.
?W Doug Hylton, Agent November 1, 2002
pl ant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
404 WETLAND -
IMPACT AREA=2389
CHECK DAM
TYP.
--20' - 44 0 15LF 1
PAVEMENT
SILT FENCE-/ CONCRETE-/
?\ L \
TYP. HEADWALL
UPLANDN I" ?_'
CAMA LINE
(NO IMPACT) 1
LIMITS OF WETLAND FILL
49LFx60'W
FINISH 3250 SF
?RADE?
6--
4
0.42%
_ (• 5')
2
STA 43+50
48 LF 18" RCP
0
(5 o 0
O CD
Q0 Q01 'zi- (_D
(2.5
2
PROPOSED ROA SIDE
DITCH GRADE
0
PIPE BEDDING
3'Wx8"D
CD rn
0
Q0
44+00 43+00
WETLAND CROSSING 41 (STATION 43+50 ENTRANCE ROAD)
HORIZONTAL: I"=50' 0 50 100
VERTICAL: 1"=3' GRAPHIC SCALE
1" = 50'
AVOLIS ENGINEERING, P.A.
Civil and Environmental Engineering
PO BOX 15564 NEW BERN, NORTH CAROLINA 28561
PHONE: [phone], FAX [phone]
CD. 00 0
o o
QN
42+00
CLIENT: WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY: WFF
CHECK'D BY: JCA DWG NO. 99083
DATE: 10110102 SCALE: 1"=5
GRASS
SWALE
TYP.
CP +00
---1
ZONE 2 BUFFER AREA
IMPACT=2350 SF
-ZONE 1 BUFFER AREA
IMPACT=1386 SF
UPLANDS
404 WETLAND LINE
L l?(
15360 _
Y C. •• PJ?
6
EXIS ING
GRA E
4
WETLAND CROSS-SECTIONS
BAILEY POINT SUBDIVISION
NCSR 1725
BEAUFORT COUNTY, NC
404 WETLh,gD CHECK DAM
IMPA REA=2374 SF TYP.
S 63 3'34"E 751.77'
ZONE 2 BUFFER AREA
IMPACT=73 SIF
48+00
- 1
SILT FENCE tPAVEMENT
TYP.
T
38.0' FROM R/W / - 48 LF 18" RCP
TO CAMA LINE ZONE 1 BUFFER AREA GRASS
(NO IMPACT) / L IMPACT=O SF SWALE
CAMA LINE TYP.
(NO IMPACT)
y.
UPLANDS 404 WETLAND LINE
UPLANDS
LIMITS OF WETLAND FILL
\\\\\\\\\\???????\11111111111111!!!!! 1
R57LFx60'W
•S/0%
2962 SF FINI
SEAL SH EXISTING
?0?'1536? GRADE GRADE
16
S TA 491+30---\
48 LF 18" RCP
2 (2.5)
1
L,
'-? N
V(25)
-PIPE BEDDING
TxSW8"D
Q0iI ?
PRO 04SED ROADSIDE
DITCH GRADE
2
1
50+00 49+00 48+00
WETLAND CROSSING #2 (STATION 49+30 ENTRANCE ROAD) [DA IENT: WEYERHAEUSER REAL
HORIZONTAL. 1"=50' 50 100 ESTATE COMPANY
VERTICAL: 1"=3 AWN BY: yC
r,RpouC SCALE ECK'D BY: JCA DWG N0. 99083
I" = 50' TE: 10110102 SCALE: P50'
AVOLIS ENGINEERING, P.A. WETLAND CROSS-SECTIONS
AV :3i Civil and Environmental Engineering BAILEY POINT SUBDIVISION
PO BOX 15564 NEW BERN, NORTH CAROLINA 28561 NCSR 1725
PHONE: [phone], FAX [phone]
BEAUFORT COUNTY, NC
404 WETLAND
IMPACT ARE -? S 22233 CHECK DAM
9'E TYP. GRASS
0?% >>' SWALE
TYP.
SILT FENCE
TYP. \L six
48 LF 18" RCP 0?
ZONE 2 BUFFER AREA \ 5?19 FROM R/W PAVEMENT
IMPACT=O SF y \ TO VMA LINE
ZONE 1 BUFFER AREA \
IMPACT=O SF y, \ _CAMA LINE
,. . \ 404 WETLAND LINE (NO IMPACT)
?oa?wlmnllllllul//ii?,,,? +
LIMITS OF WETLAND FILL AL 9l<(
?D
6 FINISH 72LFx6O'W 15360 -
GRADE YXISING 6
2962 SF =
,II '1111\\\?????\\\\
4 l`I -? 4
-0.19% -?
\ 25) 0.22%
2 ? 2
STA 54+70 PROPOSED ROADSIDE
48 LF 18" RCP PIPE BEDDING DITCH GRADE
0
0
?n ?? ° `n o I ? CD `, I ? °° 00
Lc?
56+00 55+00 54+00 53+00
WETLAND CROSSING #3 (STATION 54+70-ENTRANCE ROAD) CLIENT: WEYERHAEUSER REAL ESTATE COMPANY
HORIZONTAL: 1"=50' ° 50 100 DRAWN BY: WFF
VERTICAL: I"=3' GRAPHIC SCALE CHECK'D BY: JCA DWG NO. 99083
1' = 50' DATE: 10/10102 SCALE: 1"=50'
AVOLIS ENGINEERING, P.A. WETLAND CROSS-SECTIONS
Civil and Environmental Engineering
BAILEY POINT SUBDIVISION
PO BOX 15564 NEW BERN, NORTH CAROLINA 28561 NCSR 1725
PHONE: [phone], FAX [phone] BEAUFORT COUNTY, NC
UPLANDS
26 CHECK DAM
0.9'
TYP. 2.5 (INV.)P 2.5
59+00 20'_ 60+00 6 OQ 48 LF?$" Rc+
PAVEMENT
2.5 1.0' 2.5
GRASS
SILT FENCE (INV.)
TYP. SWALE
404 WETLAND UPLANDS TYP,
NOTE: NO COASTAL IMPACT AREA=2887 S I.
WETLAND OR RIPARIAN A
BUFFER IMPACTS AT
THIS CROSSING 404 WETLAND LINE
LIMITS OF WETLAND FILL
\\\\\\\\???x?\\\\\li?uulnuii111i6?.73LFx60'W
2 o CA 3855 SF
?? cFES FINISH
EXISTING - GRADE
6 GRADE _ " (D 6
VV
6 ST? 60+75
4 N...... P•'?, 48 LF 24" RR? 4
-0.42%
2 ?
(2.5' (25) 2
PROPOSED ROADSIDE
DITCH GRADE
0 _'"'?PIPE BEDDING
3'Wx8"D ! 0
QD r__ 1- co
Ln
59+00 60+00 61+00 62+00
WETLAND CROSSING #4 (STATION 60+75-ENTRANCE ROAD)
HORIZONTAL: 1"=50' 0 50 100
VERTICAL: 1"=3' GRAPHIC SCALE
1• = 50'
CLIENT: WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY: WFF
CHECK'D BY: JCA DWG NO. 99083
DATE: 10/10/02 SCALE: 1"=50'
ZF ------- AVOLIS ENGINEERING, P.A. WETLAND CROSS-SECTIONS
I Civil and Environmental Engineering BAILEY POINT SUBDIVISION
PO BOX 15564 NEW BERN, NORTH CAROLINA 28561 NCSR 1725
PHONE: [phone], FAX [phone] BEAUFORT COUNTY, NC
404 WETLAND LINE -?

UPLANDS
CHECK DAM
'
(INV.)
2
8'
TYP. 2.8 .
- i
?Q'
67 2
65
" ,
/
ELF 18
RCP

SILT FENCE 2.8' 2.8

GRASS
TYP. M,V.) SWALE
NOTE: NO COASTAL 404 WETLAND TYP.
WETLAND OR RIPARIAN UPLANDS L IMPACT AREA=4169 SF
BUFFER IMPACTS AT
THIS CROSSING
LIMITS OF WETLAND FILL
94.17LFx60'W
EXISTING 5709 SF FINISH
GRADE I GRADE
6 0.05% 6
STA 66+40

-
48 LF 24?P _
4 ?
4
0.33% I 0.3 %
2
2
PROPOSED ROADSI
DE
DITCH GRADE i 0
0 PIPE BEDDING ->,
0
3 Wx8 D • Pip `????\
=`;; -may • C
c".1
r-
r__
?j
(7) CN
Q0
00 .

?i
r
a0 J
? L Lc? Lc) 65+00 66+00 67+00 68+00
I _j
WETLAND CROSSING #5 (STATION 66+40-ENTRANCE ROAD) CLIENT: WEYERHAEUSER REAL ESTATE COMPANY
HORIZONTAL: 1"=50' 0 50 100 DRAWN BY: WFF
VERTICAL: 1"=3'
GRAPHIC SCALE CHECK'D By. JCA DWG NO. 99083
1• = 50' DATE: 10/10/02 SCALE: 1"=50'
AVOLIS ENGINEERING, P.A. WETLAND CROSS-SECTIONS
r--? Civil and Environmental Engineering BAILEY POINT SUBDIVISION
PO BOX 15564 NEW BERN, NORTH CAROLINA 28561 NCSR 1725
PHONE: [phone], FAX [phone] BEAUFORT COUNTY, NC
GRASS
SWALE
TYP.
UPLANDS
z = 26°03'44"
34 R - 432.07' X
T = 100.00' c'o
L = 196.54 3.0' s
n!
CHECK DAM
3.0' II TYP.
48 LF 18 RCP
?Okoo ? ooo? 1 9' UPLANDS 0_0
cc10- 3.0' (INV.) NOTE. NO COASTAL
SILT FENCE
404 WETLAND
TYP. IMPACT AREA=931 SF
LIMITS OF WETLAND FILL
20.17LFx60'W
EXISTING 1198 SF
GRADE
6
4 I . 0.38
2 PROPOSED ROADSIDE)
DITCH GRADE
0
N C7)
LnI
(3.0
STA 71 30 I
?48 LF 24" RCP
PIPE BEDDING
3'Wx8"D
f? o --- o
N Q CO
WETLAND OR RIPARIAN
BUFFER IMPACTS AT
THIS CROSSING
FINISH
GRADE
nn
V 0.21
AL ((I(
INE?F "\
0.R\\0
C. - O
Cun?1?1?\\V\\\\\\\ L c .
6
4
2
70+00
_WETLAND CROSSING #6 (STATION 71+030-ENTRANCE ROAD 72+00 73+00
HORIZONTAL: I"=50' 0 50 10? CLIENT: WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY. WFF
VERTICAL: 1"=3' GRAPHIC SCALE CHECK'D BY JCA DWG NO. 99083
I" = 50' DATE: 10/10/02 SCALE: 1"=50'
AVOLIS ENGINEERING, P.A. WETLAND CROSS-SECTIONS
Civil and Environmental Engineering
BAILEY POINT SUBDIVISION
PO BOX 15564 NEW BERN, NORTH CAROLINA 28561 NCSR 1725
PHONE: [phone], FAX [phone] BEAUFORT COUNTY, NC
35
x--404 WETLAND LIN
1.8'
\ (INV.)
3.0'
OOi
it
k?
PAVEMENT
• GRASS UPLANDS
SWALE zs = 17°49'42"
TYP. 404 WETLAND _ R = 478.19'
IMPACT AREA=2127 SF T = 75.00'
1.2' N L = 148.80'
80 00 2 6' (INV.) a' UPLANDS
20 ?0 2.6'
P A VE1DtEN 81 + 00
C9
21 0
CHECK DAM 83
. 00
TYPNOTE: NO COASTAL 2.6'
WETLAND OR RIPARIAN SILT FENCE ?-
BUFFER IMPACTS AT TYP. 1.3' 2.6 404 WETLAND LINE
THIS CROSSING (INV.)
LIMITS OF WETLAND FILL
3.58LFx60'W \%W111 fill/ EXISTING FINISH 2539 SF ?\?`?????\ • • ?i??''%,
GRADE GRADE •o• .•? Z
6
15360
2 (2.6') ( 2.6') 2
PROPOSED ROADSIDE STA 81+90
0 DITCH GRADE PIPE BEDDING 48 LF 24" RCP
3'Wx8"D 0
?ro° ?o ,BCD ?Io ?o 0
nC ?? ° N° r-CD
Q QO
80+00 81+00 82+00
83+00
WETLAND CROSSING 47 (STATION 81+90 ENTRANCE ROAD)
HORIZONTAL: 1"=50' 0 50 100
VERTICAL: I"=3' GRAPHIC SCALE
1" = 50'
CLIENT: WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY: WFF
CHECWD BY: JCA DWG NO. 99083
DATE: 10710102 SCALE: 1"=50'
AVOLIS ENGINEERING, P.A. WETLAND CROSS-SECTIONS
Civil and Environmental Engineering
BAILEY POINT SUBDIVISION
PO BOX 15564 NEW BERN, NORTH CAROLINA 28561 NCSR 1725
PHONE: [phone], FAX [phone]
BEAUFORT COUNTY, NC
Office Use Only: FILE C O P Y Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not A4 1i -_ n
1. Processing
r? )007
1. Check all of the approval(s) requested for this project: {{I c WS pup
a Section 404 Permit Riparian c?r?? les
Section 10 Permit Isolated Wetland Permit from DWQ
401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here:
II. Applicant Information
1. Owner/Applicant Information
Name: Weyerhaeuser Real Estate Company
Mailing Address: 800 Potomac Drive
Chocowinity, NC 27817
Telephone Number: 252-229-7798 Fax Number: 252-975-7469
E-mail Address: [e-mail]
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Joseph C. Avolis, P.E.
Company Affiliation: Avolis Engineering, P.A.
Mailing Address: P. O. Box 1 5 5 6 4
New Bern, NC 28561
Telephone Number: 252-633-0068 FaxNamber: 252-633-6507
E-mail Address:_ avolisenq@always-online com
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name ofproject: Bailey Point Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 15-015501
4. Location
County: Beuafort Nearest Town: Bath
Subdivision name (include phase/lot number): Bailey Point
Directions to site (include road numbers, landmarks, etc.): South on NCSR 1 725
(Pamlico Beach) from the intersection o N o sou
z.J miles. Site is on the right.
5. Site coordinates, if available (UTM or Lat/Long): 35'-25.957' N 760-38.233' W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 345 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Bailey Creek
8. River Basin: Pamlico
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Site is currently wooded and undeveloped.
Surroundi ncr land use. is rural residential with predominant
forestry and farming uses.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Project will be a low density 85 lot residential subdivision
The main subdivision road is proposed to have seven crossing
over wetland fingers. Work will be accomplished using roa way
construction equipment including bulldozers, graders and backhoes.
11. Explain the purpose of the proposed work:
Seven wetland crossings will allow the construction of the
subdivision access road. There will be no other roadway crossings
associated with the project.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
There have not been any previously issued wetland related permits
for this nroiect
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
There are no future anticipated wetland permits anticipated
for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: The roadway crossings
will impact 404 wetlands only. No "blue line" streams are
directly impacted. Blue line impacts associate with CAMA
wetlands occur at wo crossings on y.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Crossing 1 Roadway 0548 yes 1' (CAMA) 404 Forested
Crossing 2 Roadway .0545 yes 45' 404 Forested
Crossing 3 Roadway .0777 yes 52' 404 Forested
Crossing 4 Roadway .0663 yes 100' 404 Forested
Cro sin 5 Roadway .0957 es 150' 404 Forested
Crossing 6
* List each im a t Roadway
1 d 'd .0214 yes 150' 404 Forested
p c separate y an t enttfy temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hqp://www.fema.izov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
Crossing 7 Roadway .0488 yes 150' 404 Forested
List the total acreage (estimated) of all existing wetlands on the property: 75 Acres
Total area of wetland impact proposed: 0.449 Acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
Crossing 1 Roadway 55' UT to Bailey Crk 10' Inter ( CAMA
Crossing 2 Roadway 45' UT to Bailey Crk 10' Inter ( CAMA

* t.ict Pnrh ;m -f e n..o?o+el.... A :a,._.:c. .---------- =---- -._
- r??• 1'"I" .,y .1- WvMlly «lllpmaly impacts. impacts include, out are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.tovv. Several intemet sites also allow direct download and printing of USGS maps (e.g., wNvw.topozone.com,
www.mapquest.con , eic.).
Cumulative impacts (linear distance in feet) to all streams on site: 100,
NOTE: Crossings 1 and 2 impact "blue line" streams by virtue of
CAMA wetlands within 50'.
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number

(indicate on map)
Type of Impact* Area of
Impact

(acres)
Name of Waterbody

(if applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.)
None

- -
i
* List each im act s t 1 d 'd f
F epara e y an i enti y temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): 0 uplands [] stream E] wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Excavation
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Aesthetic
Size of watershed draining to pond: 5 AC Expected pond surface area: 2.5 AC
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Proiect minimizes the impact to the large area of wetlands on the
site. The proposed roadway is located on the upstream side of
the property for all crossing locations
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal tc one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
httl2:Hh2o.enr.state.nc.us/ncwetlands/strmQide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
A conservation easement will be placed on fifteen lots in the
subdivision to prevent any further wetland fill from being
permitted in the future.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wip/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): -0-
Amount of buffer mitigation requested (square feet): -0- -
Amount of Riparian wetland mitigation requested (acres): -0-
Amount of Non-riparian wetland mitigation requested (acres): - 0-
.lmount of Coastal wetland mitigation requested (acres): -0-
NOTE: Total riparian buffer area impacted is less than 150
linear feet. No mitigation is required.
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes [:] No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes EJ No F1 N/A
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes [-] No F-] N/A
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Tar-paml ; rr, ) ?
Yes ® No [:] If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.

Zone* Iiiact
e feet
(square feet)
Multiplier
Required
Mitigation
1 1 386 3
N/A
2 2,423 1.5 N/A
E Total 3,809 N/A
- • • -•- ..,,., ? 11 Pllp?'L?lkulal dual ncui uunK or cnannei; tone z extends an
additional 20 feet from the edge of Zone 1.
NOTE: Total riparian buffer area impact is less than 150'.
No mitigation is required.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
No buffer mitigation is proposed due to the total impacted
crossing length being less than 150 linear feet.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
_Existing imnervinus acreage = 0 Acres Final impervious
acreage = 41.89. Final built upon area = 12.14%.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Reside
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes F? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
No other circumstances.
Doug Hylton
ent November 1, 2002
V Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Pa°e 12 of 12
404 WETLAND CHECK DAM
IMPACT AREA=2389 SF TYP
. GRASS

SWALE
,: ?- ? ---_ _.__..TYP.
-----
-, i
- 20--- -- - 44- 0// j / 5LF
-1 18 RCP +00
+ -I
PAVEM--r
3+0

L
SILT FENCE CONCRETE ZONE 2 BUFFER AREA

TYP IMPACT=2350 SF
. HEADWALL ?
UPLAN
T?eA ZONE 1 BUFFER AREA
D
L IMPACT=1386 SF
CAMA LINE ? \ UPLANDS
(NO IMPACT) \ 404 WETLAND LINE

LIMITS OF WETLAND FILL

' L
49LFx60
W 15360
FINISH 3250 SF FNG?N???F .:\?
'
BADE
?
?? ?cp• ........
6-- 6
EXIS ING
GRA

4 E
4
0.42%
_ (5')
(25)
, i
2 2
STA 43+50 PROPOSED ROA SIDE
48 LF 18" RCP PIPE BEDDING DITCH GRADE
0
j 3'Wx8"D 0
Q 00
°o CDCD d °CD O? CO ' 00 °0 r__
CD Q0 Lfl F QD Q0 I N cD r6
44+00 43+00
WETLAND CROSSING #1 (STATION 43+50-ENTRANCE ROAD)
HORIZONTAL: 1"=50' 0 50 100
VERTICAL: 1"=3' GRAPHIC SCALE
f=50'
AVOLIS ENGINEERING, P.A.
Civil and Environmental Engineering
PO BOX 15564 NEW BERN, NORTH CAROLINA 28561
PHONE: [phone], FAX [phone]
42+00
CLIENT: WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY: WFF
CHECK'D BY: JCA DWG NO. 99083
DATE: 10110102 SCALE: 1"=50'
WETLAND CROSS-SECTIONS
BAILEY POINT SUBDIVISION
NCSR 1725
BEAUFORT COUNTY, NC
mmmmmw?
404 WETLAND CHECK DAM
IMPA AREA=2374 SF TYP.
S 63 3'34"E 751.77'
ZONE 2 BUFFER AREA OOH -moo
IMPACT=73 SF
20' +00
' PAVE'
SILT FENCE '
TYP.
38.0' FROM R/W / -, 48 LF 18" RCP
RASS
TO CAMA LINE L ZONE 1 BUFFER AREA GSWALE
(NO IMPACT) / IMPACT=O SF TYP.
TYP
CAMA LINE
? (NO IMPACT)
UPLANDS 404 WETLAND LINE
UPLANDS
IF- LIMITS OF WETLAND FILL
O? N CAR, p????? 57LFx60'W
2962 SF
< •; = FINISH
SEAL = GRADE
?1• j tpZl 5368
vG •. FNG ? NE`?Q. ' ?
y C• ?1 •• \``STA 41,91+30--\
°111?lunlnIIIIw?? ?` 4R I F 1 R" R(P \
6
4
OSED ROADSIDE
DITCH GRADE
2
Q0
4
50+00 49+00
WETLAND CROSSING #2 (STATION 49+30-ENTRANCE ROAD)
HORIZONTAL: 1"=50' 0 50 100
VERTICAL: 1"=3' GRAPHIC SCALE
I" = 50'
s., AVOLIS ENGINEERING, P.A.
?--?! Civil and Environmental Engineering
V PO BOX 15564 NEW BERN, NORTH CAROLINA 28561
PHONE: [phone], FAX [phone]
48+00
CLIENT: WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY: WFF
CHECK'D BY: JCA DWG NO. 99083
DATE: 10110102 SCALE: 1°=50'
WETLAND CROSS-SECTIONS
BAILEY POINT SUBDIVISION
NCSR 1725
BEAUFORT COUNTY, NC
404 WETLAND
IMPACT AR = CHECK DAM
??2339?E TYP. GRASS
+0 674.7z, SWALE
-+
TYP.
41
SILT FENCE
TYP.
48 LF 18" RCP \ \ 'ADO
ZONE 2 BUFFER AREA 51.9 FROM R/W PAVEMENT
IMPACT=O SF TO \AMA LINE
ZONE 1 BUFFER AREA
IMPACT=O SF CAMA LINE
(NO IMPACT)
404 WETLAND LINE
/ ? ???\\\\\\\IIIIIIIIIII/Ili?????? i
%
LIMITS OF WETLAND FILL = 9??Q
AL ???;
6 FINISH 72LFx60'W 15360 PANG
GRADE 6
2962 SF s:FNG?NE? : ADE
C.
4
4
0.19% \ 2.5') 0.22%
2 ? 2
STA 54+70PROPOSED ROADSIDE
48 LF 18" RCP PIPE BEDDING DITCH GRADE
0 , „ 0
CD o Ln o Ln o c0 00
WETLAND CR06SIN0G 0 #3 (STATION 54+705ENTRANCE ROAD)
HORIZONTAL: 1"=50 50 goo
VERTICAL: I"=3' GRAPHIC SCALE
1" = 50'
i
AVOLIS ENGINEERING, P.A.
Civil and Environmental Engineering
PO BOX 15564 NEW BERN, NORTH CAROLINA 28561
PHONE: [phone], FAX [phone]
?4+nn
???n
CLIENT: WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY: WFF
CHECK'D BY: JCA DWG NO. 99083
DATE: 10/10/02 SCALE: 1"=50'
WETLAND CROSS-SECTIONS
BAILEY POINT SUBDIVISION
NCSR 1725
BEAUFORT COUNTY, NC
UPLANDS
26 CHECK DAM
TYP.

.1,
0.9' 2.5
2.?5 (INV.)',-
62?+00
48 LFj 8"
60+00
59+00 20 F.00
PAVE NIT
.L t: o
2.5 1.0'
SILT FENCE i(INV.)
TYP. 404 WETLAND
NOTE: NO COASTAL IMPACT AREA=2887 S 1.
WETLAND OR RIPARIAN
BUFFER IMPACTS AT
THIS CROSSING
LIMITS OF WETLAND FILL
1T -
\\\????\\\\III1 1 1 1 1 1I1111.i/??? 61 .73 L F x 6 0' W
2\N CA 1? 3855 SF
EXISTING \
6 GRADE
t?1D
°??iu?uuncin
?. % ---
(2.5'

4
2
PROPOSED ROADSIDE
DITCH GRADE
0 ,
L6 ? Ln `-?j Sri
cD ? O mot- r`
2.5 I\\-GRASS
SWALE
UPLANDS TYP.
I
-404 WETLANDI LINE
FINISH
GRADE
6
-0.42%
'*?PIPE BEDDING
t-n
ST 60+75 /-
48 LF 24" R?
3'Wx8"D
N
59+00 60+00 61+
WETLAND CROSSIId G4 (STATION 60+75-ENTRANCE ROAD)
HORIZONTAL: 1"=50' 0 50 100
VERTICAL: 1 "=3' GRAPHIC SCALE
i" = 50'
? AVOLIS ENGINEERING, P.A.
Civil and Environmental Engineering
PO BOX 15564 NEW BERN, NORTH CAROLINA 28561
PHONE: [phone], FAX [phone]
4
2
0
d- ?
62+00
CLIENT: WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY: WFF
CHECK'D BY JCA DWG NO. 99083
DATE: 10110102 SCALE: 1"=50'
WETLAND CROSS-SECTIONS
BAILEY POINT SUBDIVISION
NCSR 1725
BEAUFORT COUNTY, NC

404 WETLAND LINE
32
UPLANDS
CHECK DAM
(INV.)
'
2.8'
TYP. l; 2.8
l +
670
68+00
20'
65+00 66+00
?- 48-LF 18" RCP PAVE
i/ 1.2' .t.? 2.8 GRASS
SILT FENCE 2.8'
TYP. SWALE
404 WETLAND TYP.
NOTE: NO COASTAL UPLANDS IMPACT AREA=4169 SF
WETLAND OR RIPARIAN
BUFFER IMPACTS AT
THIS CROSSING
LIMITS OF WETLAND FILL
94.17LFx60'W
EXISTING 5709 SF F FINISH
GRADE ? GRADEI
61 \ 0.05%
4
0.33%
(2 8')
2
PROPOSED ROADSIDE
DITCH GRADE
0
I r'- -':'- ? r'-- - I I r-- ? ? ?I?
6
STA 66+40 _
48 LF 244
4
0.3 7-
(2.8
2
PIPE BEDDING-,,
0
3 Wx8 D ??•... ' O
65+00 66+00 67+00
WETLAND CROSSING #5 (STATION 66+40-EN1RANCE ROAIJ)
HORIZONTAL: 1"=50' 0 50 100
VERTICAL: I"=3' GRAPHIC SCALE
i° = 50'
zF 17 w ? AVOLIS ENGINEERING, P.A.
Civil and Environmental Engineering
PO BOX 15564 NEW BERN, NORTH CAROLINA 28561
PHONE: [phone], FAX [phone]
'rriri0) ?niiuuPa`?``?\
00 N 00
J
?t Lc) Lc?
68+00
CLIENT: WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY
WFF
CHECWD BY JCA DWG NO. 99083
DATE: 10110102 SCALE: 1"=50'
WETLAND CROSS-SECTIONS
BAILEY POINT SUBDIVISION
NCSR 1725
BEAUFORT COUNTY, NC
35
I
UPLANDS 404 WETLAND LINT k0?
1.8
? (INV.)
0 = 26°03'44" 3.0'
34 R = 432.07' X ?kn?
T = 100.00'
L = 196.54' 3.0' 20' PAVEMENT
GRASS
SWALE CHECK DAM
TYP. 3.0' I TYP.
48 LF 18" RCP UPLANDS
1.9'
1Ok 3.0 (INV.) NOTE: NO COASTAL
WETLAND OR RIPARIAN
SILT FENCE 404 WETLAND BUFFER IMPACTS AT
TYP. IMPACT AREA-931 SF THIS CROSSING
LIMITS OF WETLAND FILL
20.17LFx60'W
EXISTING 1198 SF L FINISH
GRADE GRADE
6 6
--n n I
4 0.38 (3.0') V 0.21 % 4
-,
2 (3.0')
PROPOSED ROADSIDE STA 71 +30 ?\?? O • • ??,'? 2
DITCH GRADE 48 LF 24" RCP
AL (l
PIPE BEDDING
0 3'Wx8"D 0
•,•?' G!NE??'?ID
C-11i r CD CD CD
CD CD
co Q0 Q0
70+00 71+00 72+00 73+00
WETLAND CROSSING #6 (STATION 71+30-EN1RANCE ROAD)
HORIZONTAL: 1"=50' ° 50 100
VERTICAL: 1"=3' GRAPHIC SCALE
1 ° = 50'
CLIENT: WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY: WFF
CHECK'D BY: JCA DWG NO, 99083
DATE: 10110102 SCALE: 1"=50'
AVOLIS ENGINEERING, P.A. WETLAND CROSS-SECTIONS
BAILEY POINT SUBDIVISION
Civil and Environmental Engineering
PO BOX 15564 NEW BERN, NORTH CAROLINA 28561 NCSR 1725
PHONE: [phone], FAX [phone] BEAUFORT COUNTY, NC
UPLANDS
GRASS Z = 17°49'42"
SWALE R = 478.19'
TYP. 404 WETLAND U; T = 75.00'
_ IMPACT AREA=2127 SF 1.2' N L = 148.80'
gp pp 2 6' (INV.) i0 UPLANDS
20 2.6 ?
PAVEM N 81+00
C9
24 p
CHECK DAM -
83 00
TYP. r %
NOTE: NO COASTAL 2.6' -
WETLAND OR RIPARIAN SILT FENCE ' ?--
BUFFER IMPACTS AT TYP. 1.3' 2.6 404 WETLAND LINE
THIS CROSSING (INV.)
LIMITS OF WETLAND FILL
\\11111111111IIII Ulz
EXISTING FINISH 2539 SF
GRADE GRADE
6
15360
2 (2.6') (2.6') 2
PROPOSED ROADSIDE STA 81+90
DITCH GRADE 48 LF 24" RCP
0 PIPE BEDDING 0
3'Wx8"D
"j- c::D CD CD CD CD C=)
CD CD (:D
L.?cD Ln c)
Q
cD CO Q N Q Q0 c0
80+00 81+00 82+00
WETLAND CROSSING #7 (STATION 81+90-ENTRANCE ROAD
HORIZONTAL: 1"=50' 0 50 100
VERTICAL: 1"=3' GRAPHIC SCALE
1" = 50'
AVOLIS ENGINEERING, P.A.
Civil and Environmental Engineering
PO BOX 15564 NEW BERN, NORTH CAROLINA 28561
PHONE: [phone], FAX [phone]
83+00
CLIENT: WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY: WFF
CHECK'D BY JCA DWG NO. 99083
DATE: 10/10 02 SCALE: 1"=50'
WETLAND CROSS-SECTIONS
BAILEY POINT SUBDIVISION
NCSR 1725
BEAUFORT COUNTY, NC
•
r
6s lmding
FILE H
-.,?°........ _....?
DS
INt; tr i? ?UAS1y $fCr10N
November 20, 2002
Mr. John R. Dorney
401 Water Quality Certification Program
NCDENR
1650 Mail Service Center
Raleigh, NC 27699-1650
RE: DWQ #02-1773, Agent Authorization Letter, Bailey Pointe Subdivision
AE Project No. 99083
Dear Mr. Dorney:
Please accept this letter as our appointment of Avolis Engineering, P.A. as our
agent in permitting matters for the above-referenced project. Should you have any
questions, please do not hesitate to give me a call at [phone].
Sincerely,
'-0
Doug ton
Project Manager
e o p P 67 -1) f?Z- c? rJ ft-
--LJ Dec? ?J C.
y
lc/
J lC xi
L

800 POTOMAC DRIVE, CHOCOWINITY, NC 27817 TOLL FREE 800.914-333010
OF W AT _- Michael F. Easley, Governor
William G. Ross Jr., Secretary
`p? QGy North Carolina Department of Environment and Natural Resources
co r
? Alan Klimek, P.E., Director Division of Water Quality
Q
December 4, 2002
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Weyerhaeuser Real Estate Development Company
Attn: Doug Hylton
800 Potomac Drive
Chocowinity, NC 27817
Dear Mr. Hylton:
DWQ # 02-1773
Beaufort County
Project Name: Bailey Pointe Subdivision
R t
RL E
On November 21, 2002 the Division of Water Quality (DWQ) received additional information regarding your plan
to fill wetland and waters for the purpose of developing a residential development in Beaufort County. Approval from DWQ
is required to disturb these wetlands and waters. Please provide 7 copies of the following information and refer to the DWQ
# listed above in your reply. In particular as described in 15A NCAC 2B .0502, we will require you to locate all streams and
ponds on the property. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine
your projects' compliance with 15A NCAC 2H.0500.
1. Please provide a site plan of the entire development at a 1" = 100 foot scale or greater.
2. Please indicate proposed lot layout as overlays on the site plan.
3. Please indicate the location of the protected buffers as overlays on the site plan.
4. Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
5. Please indicate all stormwater outfalls on the site plan.
6. Please indicate the diffuse flow provision measures on the site plan.
7. The stormwater discharges at the location on the plans labeled crossing numbers 1 and 2 will not provide diffuse flow
through the buffer. Please revise the plans and provide calculations to show that diffuse flow will be achieved through
the entire buffer. If it is not possible to achieve diffuse flow through the entire buffer, then it will be necessary to
provide stormwater management practices that remove nutrients before the stormwater can be discharged through the
buffer.
8. Please provide a signed copy of the application.
Please telephone Bob Zarzecki at 919-733-1786 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The
processing time for this application will begin when this information is received. If we do not hear from you by writing
within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn.
JRD/bs
cc: Washington DWQ Regional Office
Washington Corps of Engineers
Central Files
File Copy
Joseph Avolis, Avolis Engineering
("?Tf
rater ity Certification rogram
tin
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), (http://h2o.enr.state.nc.us/ncwetlands
Cypress landing,-------_John R. Dorney
401 Water Quality Certification Program
NCDENR
1650 Mail Service Center
Raleigh, NC 27699-1650
November 20, 2002
copy
RE: DWQ #02-1773, Agent Authorization Letter, Bailey Pointe Subdivision
AE Project No. 99083
Dear Mr. Dorney:
Please accept this letter as our appointment of Avolis Engineering, P.A. as our
agent in permitting matters for the above-referenced project. Should you have any
questions, please do not hesitate to give me a call at [phone].
Sincerely,
Doug ton
Project Manager
800 POTOMAC DRIVE, CHOCOWINITY NC 27817 TOLL FREE 800-914-3300
OF W ATFR Michael F. Easley, Governor
Q William G. Ross Jr., Secretary
?O G? North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director Division of Water Quality
November 8, 2002
DWQ # 02-1773
Beaufort County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Weyerhaeuser Real Estate Development Company
Attn: Doug Hylton
800 Potomac Drive
Chocowinity, NC 27817 ,
Dear Mr. Hylton:
On November 5, 2002 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill wetland for the purpose of a residential development in Beaufort
County. Approval from DWQ is required to disturb these waters. Please provide 7 copies of the
following information and refer to the DWQ # listed above in your reply. In particular as described in
15A NCAC 2B .0502, we will require you to locate all streams and ponds on the property. Please show
these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects'
compliance with 15A NCAC 2H.0500.
1. Please provide a signed copy of the application and agents letter.
2. Please provide a site plan showing all Tar-Pamlico buffers for this project.
Please telephone me at 919-733-1786 if you have any questions or would require copies of our
rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A
NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
JRD/bs
cc: Washington DWQ Regional Office
Washington Corps of Engineers
Central Files
File Copy
Joseph Avolis, Avolis Engineering
i R. Do ey
Water Quality Certif cation Program
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), (http://h2o.enr.state.nc.us/ncwetiands

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Weyerhaeuser Real Estate
Development Company
1785 Weyerhaeuser Road
Vanceboro NC 28586
PO Box 1391
New Bern NC 28563
Toll Free [phone]
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AVOLIS ENGINEERING, P.A.
?J P,O. Box 15564 • New Bern, North Carolina 28561 • [phone]
NOV 52002
November 1, 2002 j
Mr. John Dorney
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center PAYMENT
Raleigh, NC 27699-1650 RECEIVED
RE: Bailey Point Subdivision, Beaufort County
AE Project No. 99083
Dear John:
Enclosed please find seven copies of the above-referenced 401 Water Quality Certification
request for seven roadway crossings. The permit fee of $475 is also enclosed.
Should you have any questions or need any additional information, please do not hesitate to call.
Sincerely,
177
tol
Office Use Only: 021 ?7orm Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicab'I r L5' H W, 3`1
1. Processing
NOV 5
1. Check all of the approval(s) requested for this project: WET1A UP N
Section 404 Permit [ Riparian or W, M ._
Section 10 Permit Isolated Wetland Permit from DWQ
401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: RJ
II. Applicant Information
1. Owner/Applicant Information ,?~P?7-
Name: Weyerhaeuser Real EstateACompany
Mailing Address: 800 Potomac Drive
Chocowinity, NC 27817
Telephone Number: 252-229-7798 Fax Number: 252-975-7469
E-mail Address: [e-mail]
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Joseph C. Avolis, P E
Company Affiliation: Avolis Engineering, P.A.
Mailing Address: P. 0. Box 1 5 5 6 4
New Bern NC 28561
Telephone Number: 252-633-0068 Fax Number: 252-633-6507
E-mail Address:- [e-mail]
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
Name of project: Bailey Point Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 15-015501
4. Location
County: Beuafort Nearest Town: Bath
Subdivision name (include phase/lot number): Bailey Point
Directions to site (include road numbers, landmarks, etc.): South on NCSR 1725
(Pamlico Beach) from the intersection o N o sou
z.s miles. Site is on the right.
5. Site coordinates, if available (UTM or Lat/Long): 3 5 ° - 2 5. 9 5 7 ' N 760-38.233' W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 345 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Bailey Creek
8. River Basin: Pamlico
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Site is currently wooded and undeveloped.
Surrminding land use is rural residential with predominant
forestry and farming uses.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Project will be a low density 85 lot residential subdivision
The main subdivision road is proposed to have seven crossing
over wetland fingers. Work will be accomplished using roadway
construction equipment including bulldozers, graders and backhoes.
11. Explain the purpose of the proposed work:
Seven wetland crossings will allow the construction of the
subdivision access road. There will be no other roadway crossings
associated with the project.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
There have not been any previously issued wetland related permits
for this project
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
There are no future anticipated wetland permits anticipated
for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: The roadway crossings
will impact 404 Wetlands only. No "blue line" streams are
directly impacted. Blue line impacts associate wi CAMA
wetlan s occur a two crossings only.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
I00-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Crossing 1 Roadway 0548 yes 1' (CAMA) 404 Forested
Crossing 2 Roadway .0545 yes 45' 404 Forested
Crossing 3 Roadway .0777 yes 52' 404 Forested
Crossing 4 Roadway .0663 yes 100' 404 Forested
Crossing 5 Roadway .0957 es 150' 404 Forested
Crossing 6
* T.ist each imnart cP Roadway
naratPla an 1 ;,4-;a.. .0214
_ _.:? yes 150' 404 Forested-
--r...... I °•?_ •,,..?-.y .,.,..pv&"Ty uupacts. ,i„pacts tnumue, out are not umited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at bZ://www.fema.izov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
Crossing 7 Roadway .0488 yes 150' 404 Forested
List the total acreage (estimated) of all existing wetlands on the property: 75 Ac-_s
Total area of wetland impact proposed: 0.449 Acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
Crossing 1 Roadway 55' UT to Bailey Crk 10' Inter ( CAMA
n 2 Roadway 45' UT to Bailey Crk 10' Inter (CAMA

* List each imnart c enaratPk, -4
__ _.
r-- --t-1-1-1 j -- 1u? Mly tempomy impacts. impacts inciuae, out are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.eov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.tonozone.com,
www mapquest com, eic.).
Cumulative impacts (linear distance in feet) to all streams on site: 100,
NOTE: Crossings 1 and 2 impact "blue line" streams by virtue of
CAMA wetlands within 50'.
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
None

"bt Ua%111 u„Yaci scparaiery and identify temporary impacts. impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): 0 uplands F-] stream
Describe the method of construction (e.g., dam/embankment, excavation,
draw-down valve or spillway, etc.): Excavation
? wetlands
installation of
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Aesthetic
Size of watershed draining to pond: 5 AC Expected pond surface area: 2.5 AC
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Project minimizes the impact to the large area of wetlands on the
site. The proposed roadway is located on the upstream side of
the property for all crossing locations.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
httl2://h2o.enr.state.nc.us/ncwetlands/strmQide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
A conservation easement will be placed on fifteen lots in the
subdivision to prevent any further wetland fill from being
permitted in the future.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at httl2://h2o.enr.state.nc.us/wM/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): -0-
Amount of buffer mitigation requested (square feet): -0-
Amount of Riparian wetland mitigation requested (acres): -0-
Amount of Non-riparian wetland mitigation requested (acres): - 0 -
Amount of Coastal wetland mitigation requested (acres): -0-
NOTE: Total riparian buffer area impacted is less than 150
linear feet. No mitigation is required.
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes [_1 No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a MEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No [:1 N/A
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes F-1 No F-] N/A
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
1 Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Tar-Pam 1 ; A
Yes ® No If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
e feet
(square feet) Multiplier Required
Mitigation
1
1 386 3
N/A
2 2,423 1.5 N/A
Total 3,809 N/A
n?-u VUL icct Nci Nctluicwar irom near oanK or cnannel; Gone 2 extends an
additional 20 feet from the edge of Zone 1.
NOTE: Total riparian buffer area impact is less than 150'.
No mitigation is required.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
No buffer mitigation is proposed due to the total impacted
crossing length being less than 150 linear feet.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existing i mperyi nus acreage = 0 AcreG Final impervious
acreage = 41.89. Final built upon area = 12.1-4%.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Beside
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes El No
Is this an after-the-fact permit application?
Yes [:] No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
No other circumstances.
Doug Hylton, Agent November 1, 2002
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Pase 12 of 12
404 WETLAND
IMPACT AREA=2389 S
20'+
AVEMLN"
SILT FENCE-` CONCRETE"
TYP. HEADWALL
UPLANDT"" 664
CAMA LINE-
(NO IMPACT)
FINISH 3250 SF
RADE
CHECK DAM
TYP.

\ 1
GRASS
SWALE
-- -- --- - - -- - - - -- TYP.
?5LF 18 RCP +00

'1?
LIMITS OF WETLAND FILL
49LFx60'W
4
0.427, - (.5')
2
STA 43+50
48 LF 18" RCP
0
CC) ors of
0 0 0
cfl CO cfl
(2.5'
-ZONE 2 BUFFER AREA
IMPACT=2350 SF
-ZONE 1 BUFFER AREA
IMPACT=1386 SF UPLANDS
404 WETLAND LINE
. f
L If
15360
rrririi C' 6
EXIS ING
GRA E
4
i
i
2
PROPOSED ROA SIDE
DITCH GRADE
0
PIPE BEDDING
3'Wx8"D
CD rn
o
co
44+00 43+00
WETLAND CROSSING #1 (STATION 43+50-ENTRANCE ROAD)
HORIZONTAL: 1"=50' 0 50 100
VERTICAL: 1"=3' GRAPHIC SCALE
1' = 50'
o °O o
? N ? r?
42+00
CLIENT: WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY: WFF
CHECK'D BY: JCA DWG NO. 99083
DATE: 10110102 SCALE: 1"=50'
AVOLIS ENGINEERING, P.A. WETLAND CROSS-SECTIONS
Civil and Environmental Engineering BAILEY POINT SUBDIVISION
PO BOX 15564 NEW BERN, NORTH CAROLINA 28561 NCSR 1725
PHONE: [phone], FAX [phone] BEAUFORT COUNTY, NC
404 WETLAND
IMPAAIC"REA=2374
ZONE 2 BUFFER AREA v`- a
IMPACT=73 SF
SILT FENCE
TYP. /
38.0' FROM R/W/ y
TO CAMA LINE J.
(NO IMPACT) /
J J J. \
UPLANDS
J' J J
CHECK DAM
TYP.
S 63 3'34"E 751.77'
20' - - +00
i PAVEMENI
48 LF 18" RCP GRASS
OZONE 1 BUFFER AREA SWALE
\ IMPACT=O SF TYP.
-CAMA LINE
(NO IMPACT)
404 WETLAND LINE UPLANDS
iT LIMITS OF WETLAND FILL
li 57LFx60'W
•ssioti•.?L,P ; 2962 SF
SEAL
?1• 16*115368
?`?G •. FNGlNE?Q? •?
"fly C. P",.o?``\\\\\ STA 49+30---\
6
4
)SED ROADSIDE
DITCH GRADE
2
1
Qo
4
50+00 49+00
WETLAND CROSSING #2 (STATION 49+30-ENTRANCE ROAD)
HORIZONTAL: I"=50' 0 50 100
VERTICAL: 1"=3' GRAPHIC SCALE
1 = 50'
AVOLIS ENGINEERING, P.A.
Civil and Environmental Engineering
PO BOX 15564 NEW BERN, NORTH CAROLINA 28561
PHONE: [phone], FAX [phone]
48+00
CLIENT: WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY: WFF
CHECK'D BY: JCA DWG NO. 99083
DATE: 10/10/02 SCALE: 1"=50'
WETLAND CROSS-SECTIONS
BAILEY POINT SUBDIVISION
NCSR 1725
BEAUFORT COUNTY, INC
404 WETLAND
IMPACT AR = S2123 CHECK DAM
39E TYP. GRASS
?; 674.77 SWALE
TYP.
56k?
41
SILT FENCE
TYP. _N1?
48 LF 18" RCP 00
?. 20
ZONE 2 BUFFER AREA \ 519 FROM R/W PAVEMENT
IMPACT=O SF \ TO \AMA LINE
ZONE 1 BUFFER AREA \
IMPACT=O SF CAMA LINE
\ (NO IMPACT)
404 WETLAND LINE ?--
\\ooI\11HII1IIIIIII/i///?j?? I
X00vv
LIMITS OF WETLAND FILL = AL <<(?D
FINISH 15360
6 VXIS51NG
72LFx60'W
6
N •'?SC ADE
GRADE 2962 SF s F cp , e
Ci
4 -? I 4
0.19% \ 2.5') 0.22
2 2
STA 54+70 PROPOSED ROADSIDE
48 LF 18" RCP PIPE BEDDING DITCH GRADE
0 „ 0
I
t-n ' ,,-' o o Ln o o 'o ao
Ln U i Ln Ln Ln r? Ln -? r?
WETLAND CROSSING #3 (STATION 54+705EN TRANCE ROAD
54+nn
??_i_n
HORIZONTAL: 1"=50' 0 50 100
VERTICAL: 1"=3' GRAPHICS SCALE
Z7' AVOLIS ENGINEERING, P.A.
Civil and Environmental Engineering
PO BOX 15564 NEW BERN, NORTH CAROLINA 28561
PHONE: [phone], FAX [phone]
CLIENT: WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY: WFF
CHECK'D BY: JCA DWG NO. 99083
DATE: 10 10/02 SCALE: 1"=50'
WETLAND CROSS-SECTIONS
BAILEY POINT SUBDIVISION
NCSR 1725
BEAUFORT COUNTY, NC
UPLANDS
26 CHECK DAM 0.9'
2.5
TYP. 2d5 (I NV.
oooooC?.
62 00
60+00 48 LF 1
59+00 20'- ±00
PAVE
2.5 1.0' 2.5 GRASS
SILT FENCE A(INV.) SWALE
TYP. 404 WETLAND UPLANDS TYP.
NOTE: NO COASTAL IMPACT AREA=2887 S I
WETLAND OR RIPARIAN-
BUFFER IMPACTS AT 404 WETLANDI LINE
THIS CROSSING
LIMITS OF WETLAND FILL
61.73LFx60'W
?N C A '3855 SF FINISH
eFES ? I
EXISTING GRADE
6 GRADE
6
A
4
2
PROPOSED ROADSIDE
DITCH GRADE
0
co 0
r? r?
-1
cl-I
?\R)\ STA 60+75
48 LF 24 RC
iy c:' P
-0.42%
(2.5' (2.5')
PIPE BEDDING
3'Wx8"D
cfl? O? in ?Ln
d L r? ? N r-) Ln
59+00 60+00
WETLAND CROSSING #4 (STATION 60+75-ENTRANCE ROAD)
HORIZONTAL: 1"=50' 0 50 100
VERTICAL: 1"=3' GRAPHIC SCALE
1. = 50'
7 -0 AVOLIS ENGINEERING, P.A.
Civil and Environmental Engineering
PO BOX 15564 NEW BERN, NORTH CAROLINA 28561
PHONE: [phone], FAX [phone]

4
2
0
? Ln
i2+00
CLIENT: WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY: WFF
CHECK'D BY: JCA DWG NO. 99083
DATE: 10110102 SCALE: 1"=50'
WETLAND CROSS-SECTIONS
BAILEY POINT SUBDIVISION
NCSR 1725
BEAUFORT COUNTY, NC

404 WETLAND LINE
9
UPLANDS
CHECK DAM (INV.) 2.8'
TYP. A y1
' 0'
' 20 68;00
,
65+00 66+00 %
---
" ; /
6711 PAVE
I
49 LF 18
RCP

SILT FENCE 2
8' 1.2' 2.8 GRASS
.
TYP SWALE
.
NOTE: NO COASTAL 404 WETLAND TYP.
UPLANDS IMPACT AREA=4169 SF
WETLAND OR RIPARIAN
BUFFER IMPACTS AT
THIS CROSSING
LIMITS OF WETLAND FILL

94.17LFx60'W
EXISTING 5709 SF FINISH
GRADE I I GRADE
6 0.057 6
STA 66+40
48 LF 21?R --
4
0.33% . 0.3 7

2 (2.8')

2
PROPOSED ROADSIDE

DITCH GRADE r+7

0 PIPE BEDDING
0
3 Wx8 D %, ?; • .... JO \???0
\\\
co N - _ ?
r- co
f__
00 C"j
IlltJlllllllP\\\\\\
00
C>D J
ct j Ln Ln Ln d tf?

65+00 66+00 67+00 68+00

WETLAND CROSSING #5 (STATION 66+40-ENTRANCE ROAD)
HORIZONTAL: 1"=50' ° 50 100
VERTICAL: 1"=3' GRAPHIC SCALE
1" = 50'
CLIENT: WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY: WFF
CHECK'D BY: JCA DWG NO. 99083
DATE: 10110102 SCALE: 1"=50'
AVOLIS ENGINEERING, P.A. WETLAND CROSS-SECTIONS
BAILEY POINT SUBDIVISION
Civil and Environmental Engineering
PO BOX 15564 NEW BERN, NORTH CAROLINA 28561 NCSR 1725
PHONE: [phone], FAX [phone] BEAUFORT COUNTY, NC
35
UPLANDS 404 WETLAND LIN
' ?k00 ,
---
1.8
(INV.)
'
0 = 26°03'44" , 3.0
34 R = 432.07' kpp,
T = 100.00 0 ??-
'
L = 196.54' 3.0' 20
PAVEMENT
GRASS
SWALE ;
TYP. p? , , _?k00 3.0'
0 48 LF 18" RCP
00
SILT FENCE , 404 WETLAND
TYP. IMPACT AREA=931 SF
LIMITS OF WETLAND FILL
20.17LFx60'W
EXISTING 1198 SF
GRADE
6
4 0.38% \
(3.0')
2
PROPOSED ROADSIDE
DITCH GRADE
0
CN I? d
M O
u7 Ln CO
(3.0'V
STA 71+30 1
48 LF 24" RCP
3'Wx8"D
CD d
d d
Nicer CO
CHECK DAM
TYP.
UPLANDS
NOTE: NO COASTAL
WETLAND OR RIPARIAN
BUFFER IMPACTS AT
THIS CROSSING
FINISH
GRADE
6
nn
- Y 0.21 % 4 -,
p'C , o• •2
9
C. Ln
70+00 71+00 72+00
WETLAND CROSSING ff6 (STATION 71+30-ENTRANCE ROAD)
HORIZONTAL: 1"=50' 0 50 100
VERTICAL: 1"=3' GRAPHIC SCALE
1' = 50'
AVOLIS ENGINEERING, P.A.
Civil and Environmental Engineering
PO BOX 15564 NEW BERN, NORTH CAROLINA 28561
PHONE: [phone], FAX [phone]
73+00
CLIENT: WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY: WFF
CHECK'D BY: JCA DWG NO. 99083
DATE: 10110102 SCALE: 1"=50'
WETLAND CROSS-SECTIONS
BAILEY POINT SUBDIVISION
NCSR 1725
BEAUFORT COUNTY, NC
GRASS UPLANDS _
SWALE
TYP. 404 WETLAND
IMPACT AREA=2127 SF 1.2'
80 0D /(INV.) 00
2.6' //
PAVEMfN 81+00
cxzk
2-r 0
CHECK DAM
TYP.
NOTE: NO COASTAL 2.6'
WETLAND OR RIPARIAN SILT FENCE
BUFFER IMPACTS AT TYP. 1.3 2,6
THIS CROSSING (INV.)
LIMITS OF WETLAND FILL
3.58LFx60'W
EXISTING FINISH 2539 SF
GRADE GRADE
6
4
2
0
Flo
0
PROPOSED ROADSIDE
DITCH GRADE
o
0
?lo
N CD
Q0
PIPE BEDDING
3'Wx8"D
0 0
CD o
c Q0
80+00 81+00 82+00
WETLAND CROSSING #7 (STATION 81+90-ENTRANCE ROAD)
HORIZONTAL: 1"=50' 0 50 100
VERTICAL: 1"=3' GRAPHIC SCALE
1' = 50'
15360
VG! NISS? 05
C. \\\???
umuummv I?D
oo o
CD co
2
0
83+00
CLIENT: WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY: WFF
CHECK'D BY: JCA DWG NO. 99083
DATE: 10110102 SCALE: 1"=50'
AVOLIS ENGINEERING, P.A. WETLAND CROSS-SECTIONS
BAILEY POINT SUBDIVISION
Civil and Environmental Engineering
PO BOX 15564 NEW BERN, NORTH CAROLINA 28561 NCSR 1725
PHONE: [phone], FAX [phone] BEAUFORT COUNTY, NC
0 = 17°49'42"
R = 478.19'
T = 75.00'
L = 148.80'
UPLANDS
------ _C9
83 00
404 WETLAND LINE

<<II!?`

STA 81+90
48 LF 24" RCP
DWQ# 02--k-B-3 Date 1 t' ZG>> v Z
$$) Plan Detail Incomplete •
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipators, and bank stabilization on the site plan.
c?'

C?

L
Please show all wetland impacts including fill slopes on the site plan.
Please indicate all buffer impacts on the site plan. XV
Please indicate proposed lot layout as overlays on the site plan. C,1'
U
Please indicate the location of the protected buffers as overlays on the site plan.
Q' i?-
Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan. -
'?
Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
x Please indicate all stormwater outfalls on the site plan.
x Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided

? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional information as to why
it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the . Please
revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the . Please
revise the plans to minimize the impacts. 2
The stormwater discharges at the location on the plans labeled l? ' not provide diffuse flow through the buffer be ? Please
revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve diffuse
flow through the entire buffer then it may be necessary to provide stormwater management practices that remove nutrients before the stormwater
can be discharged through the buffer.

Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impact was request. Please provide $
This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
Please provide a signed copy of the application.
? Please provide copies of the application,
$$) Mitigation
copies of the site plans and other supporting information.
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The plan must conform
to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
' CAL CURVE. DATA
CURVE ,"S' CURVE _"T' CURVE: "U"
R- 310.15' k= 310.00 k= 400.y/'
b= 102'00'60" d= 22'41'05 :9= 2Z41'C V ~ E.- 5`,2.1 a' L= 12LJ4' i58J5' ~ I.
T- 383.00 T= 62.18' 7=- 80,43' lU f
cN- r, 2a•Ie~SS' w c.H= N 1~•2os" ~ cN= r1 It•?ds2` t 48260 121.94' 11, 72' )~1 iJ
- ~ ~ J \.1 - 1 ~ ~ ~
~ cn 1 ~ l1lMA I iP+t ~
1 ~ ~f2 ~,1 rr w~% ~ ~,5 F ay w _ 1 ~ sr 1- Kd'AftIAN tiUf (F(t ~ :'1 ~
~ 5U~ F;S~f' b~.~, ~ t ICO RIVE Fr ~r~ i , .•.,~.,...1 ~--~-R~FA1r~Ara BUFFER rI, 0 0 ~I ,1 WEYERWAEUGER COMRANY
of ~ ` ~ m ~ i - 5 u?'03'. ~ ~ H~AUFi~kr a 4~ a \ ~ - ~ DD 475, PG 10l
jts w~ z~ ^ a ; <f ~ 91 3~.y9~ ~o~ w~rr~NCS~
rr ~ w > ~ ~ - ~ 30.9 I U z a ~ 2l61 ACRES ~ , ~ ~
04 WETLAND ~ r ~ ~ ~ 52'a3"E ~S BT1Es'`~•~,"E ail ~ ~ ~ /~2~ , bii Qi)' ~ aGJu ~Yc, „ ~
n ' ~ i ~ I ~ I i i.~~J~, i ) ~ 'r CAMA l INE ma'y' S ~ I', ACk - ~
w ~ ~ ~ ~~,f / SU' hF'Mtii,~J lily;{ fr + A ~ O
' ~ i6,~ I'Ri; r, u~ ~ ~ JO ~ \ _ g kIPAkIAN [iU~fEk ~ ~ ~ ~ - <1', \ 0 ` ~ i~,, y „ ~
~ I tv .''03':S~"E ~ '~l°~ _uu
1 CAMA ur~iE2 ~ X90) R- 370.97' ~ ~ ! V ,
/ ~ ~ ; v,~ ~ to ~ ~ ~ 2.209 ACRES ~ ~ n ' ~ . , 1 l i ~ f ~ ti 505 ~ i i I ? ;s;, ~
r' ~ ~ N 11 :.0'33"i_ - ~ Q 1;S3J4' 'H . ',T~ SP76r,t'n I ~ I ~ ~ V ~ t' h ROhA CAAIA IJNE ~ \ `3' y
~ N , R= 340.00' ~ ~ , v ~ f ' ~.SS' ~b 1 p tiA76 ~ I \ J~}li, 1
4 ~ ~ ~ / ~ q4~ 4~ r 1 ~ ~ 404 WE~'LANDS ~ ~ ~ ~ ~ , ~ i ~ ~y~`~~, it ,-y~, ~ I t
t ~s' sE iHAcK I ~ ~ a , 1~ ~ tROM CAMA LINE. I _ °j ~ ~ ~ ~ I t
N ~ , / o, d a ~r \ l0 (i i "W 1 2 ~ o ; ~ ~ ! = ~ I~ ,~cl~~ 5 ~ . i ~ ~ _
° ~ U: ~ r O ~ n y' ~ ~ ~ U-~• J
- 89 ~ / ~ c~ ~ ~ Y / 11 / G,~ % ~ ~ ~ ~ ly
t ~ 1.629 ACIiES 1 ~v ~ / / ~ ~ I / i 'J ' ~
3 ~ ~ ~ ~ 1 ~ s ~ / ~ ~ / ,.y,, u> ,t
~ ~~1 l ~ 0` ~ ~ ~ .Y ' i / ~y~- 50' PAMUCg f<I4t I~ . ~ t~- 6 SS / RIPARIAN bUf I i F'
_ ~ ~ I ~ ~ - ~ i i A~' ~2 ~ \ v y~ "i i ti / i~54 W ,
1 ~ I, ~ ~ ! i i 464 WETLANDS ~ ~ ~ i ~ ~ ~ _ ti ~ _ _ - _ ~ ~ ~ ti i ~ ; / - - v, s~ 4y,i Ai r.E`., ~ / ~ ~ J ~ ~ ~ \ • q'e,
BOUNDARY. -,,_t...,' ~ r T ry ' ~ '1 ' ~ ~Q i / ~ UU 1 1 ~ / w \~r ~ ~22
~ ~ . Y C~,
~ CAMA LINE ~ r ~ ' ` ~ ~ I ~ ~ ~ ~ ~ , 404 WETLANDS ~ ,
50' PAMUCO kiVER ~ S ^ ~ I ~ RIPARIAN E3UFFER ~ r.Y ~ 1 ~ ~ t ~Z/ h`J I its ~ 5,, sr1°t ~ ~ ~ q ~ i ~ 1~~.1bli:Vt' ~ ~L~„
~ R= 15.Oii f ~ K, ! " y ~ A -,p ~l . I
~ ~ ~ i ~ ~ l I l I ~ 1 t ~ , ~ ;i 3 ; ~ i ,o -~1
2.460 ACRES ~ i ~ \ / ~ ~ ~ - WEYERHAEUSER COMPANY ~n+ ' ; I ~ ~ , N - ~ ~ _ OMMON AREA , ~
, . A r-__---__ ~ 3 p~~ bEAUFORT 47 w~ ~ 1, I i I ~ ti ~
' I ~ 58'24"VJ~__ti00.06 DB 475, PG 102 ~ ~ 1 r I ~ Sg2 2.. ;~I 1 t ~ i ~ ; Z i;~C, ~w
: 1 I 404 WE~T~LANDS o ~ 1,_~ v° r BOUNDARY )4 W~E~T~ ~ ~ d ~ o ~ - LANUS ~ ~ r BOUNDARY u o ;r Q - ~ ~
~ / 1 FROIA CAA7A LINE ' ^,o ~ l t ~ ~ s ~ ~ ~ '
l / 1.407 ACRES ~ j ~ rn~ 75' S[ ~ ~ ~ FROA1 C! ~5' s[ rsACK -1 fR0A1 CAAIA LINE P of
~ ~ G~. _ ~ ~ t~ ~ ~ ~ 'til ~ ~
~ ~ .36 3~•,w F W '
w ~ ~ 7y ~ ~ ~ ~~Nw ~o ~ v i n. ~J H_~), ~ iu ~ti
~ /4' ~ i . ~ ~ ti 32'd3, i v ~ ~u
1 1 86 ~ 9, t;.;~ ~ ~ ~ ~ ~--~i WEYERNAEUSEht C0 M ~ a,w,, r M~Arvr
t.btfi ACMES 1 ! r7 / r G Z C~j u t bf.AiJF(~f+l 4. l n t ~ ~ , ~ rr ¢ r~ t..+ tea Ufi 41.,, 4 L 115'1 NE
' b i~ ~ ~ ~ ~"a; OGMt~UN AREA ~~7 ~ V--.~ ~
CAA UNE i' ~ ~t ~T U n li)• UIiUII n
~ .~~j A~. U n S. tA`~,EAiiIJ7
N t,,
~ ~8~1 ) ~ ti0.)C1' U!U'`'J ~y
~ I ti96 AiR(~ S`
A ~ ~3`''A ~ ` ~,1 H- 30 00 f'i'
I I ~ 5~ 1 ~ N 41 S9~~E ~ EA~EML<JT I ~ ~ 7 Jo., (,~6~ 51.4H (CN) f
1 i ~ SJ~
r. ~ ~ I ~ - - -'RiPAR'~A1a dUFfEfi - -N 201 W .w
I - ~ A R, 5. . ~ R= 30.00
in I ~ `~~.I ~ 2050 AC:Rt S ~f • I 2 ' ! ~ ~ ~ eA Oar ~f .a
~ ~ ~ 1 N 90'00'(?0'1h+ 473.68' iui,~ iu~~ eau' six;' .w MATCH LINE "I" _ . _ _
~ I ~R I~ i ~ 5"E ~ s 9•~e~a1~w MA
`i^ ~ ' I I I - ~ 0'~ ~ 1' 60.02' i - l" 1 ~ 83 _ - I 1 _ _ ~ _ CfiA{~NIC 1,tAi L. Y~ IijU~
A f t ~ - :,I ~ ~0, _ _ ~ ~ - ~ 1.813 ACRES 1 U ' _ `_.lii I 1 ~ (~l ~ ,
i \ ~ ENl
. 1 l/ a ~ CAA1A LINE----~"~~ ~ ~ ~ CALL TABLE
`~~'s , I ~ CALL 7ABLf . , I ~ 1 _ A
~r",. U ~ ~ .~''S ~ 1 b' ~ ~ ~ ~1 ~ COUkSE ttEARIP~G ~ ~ ~ ttEARiNt; i>i~;1a,N~'t.
1 ~ ~ y 'g2 .oo [-lar; rv 23.65a5"w ~i 404 WETLAND5 n'~ o E- 14? rv ss•s~.,1. N 23'D54~"w 'U 75'(101) t N ss'S~'21'w ~0.~,3' h'EFEREf1CE.: t3EIN~, i~ PORTION OF THE PROPERTY i s _
Jl - ~ I - w _ _ BO NDA~2Y 185 ACRES E-14e N Ia•2o~6'w L, N ta•2o 4e'w 132 ia' [ ~~Iti 3tD ird I
`~i ~ ~ c~1 I L-149 S 80'S602"w L-149 ~ c~ ~ ~ ~ L-150 N :30'11'18'•W s ao~5s'o2~w to2.so DEED BOpK a15, Pkt;r 102 OF 111E UE~AUFGRf Ci~UN"TY ErkC~SIR1' N :30'11'id"W ti1,ti9'
~ l / ~ 1-151 N 54'06~42~W N 5a•os'42"w 15s.~1' BATH TOWNSHIP, BEAUFORT COUNTY, NORTH CAROLINA N Ot3'32'15"W 490.65'
~ "J: y' ~ L-1S2 N 08'321;"jV d _ _ L-1.x,3 N 28'G4't6"w ~ ~ , A ~ ~ ~ ~ r fk0~1 CEAAIA Li~NE N 28'G4'lfi"~} 125.05'
~ ~ L-154 N 55'45~p5"t N 55'454,"t 131-6a• UWNf.fi: GREENVILLE TIMBERLINE, LLC N 1 r21
~ ~ u: ~ L-15ti N 11'11'24"E v- „i ~ ~ ~1 E IS7 N 28;4ti,41"E N 11'11'' a~ 116.55' 2 °F sot_2~' (ror~ 4llG(;l_.~::: lit) FA~l HI~IiN(~1uN l~i1ULLVARtJ, ~UIiE t
~n_~ ~ ~ 1-156 N ti51341"E N 2e'ae'a1°t 2so.5y' GREENVII I E, Pdi; 21'858 N ti'29'4t"E 139-8 t'
• 'Cn ~ f ,,~i c 1-159 t4 3T12'12~~F L 404 WETLANDS ~ ~~o' C~ E-16o H 19~2`a~it'E IJ 3T1~'12'r 23'1.3?' f'Ht_7i'J1' - 3J')-'~~'N~ N 19'25'it'E 55.26'
.h, 5a
- G . P _ _ I3d1dw1I7 et1~l ~ssoc~aT Su~vtrEO: 1~- > .t - ~ ~ AI Pk~VLD: MWb B ,
W F;NC[NE~;1tINC, [.AND 7URVEY[NC
AND PL.ANNINC C1t?ANHJ: 'C ~ S R (JAiE~. 11,1i~Ut IUIS COPaFEkErJLC lik(VC
Of~EE NVIL l E' NC, t'?t1~13 1_i U i:HE(.;F.tO~ MwB S~:HIE: 1" 1~~G
GAD F11F fiAILEY POit11"( F~NAI Pln~{ '..ii It
111E ,,-~iiu~i

t~t 90'00'00'~E 415.68' ~r ' CO(~ I r10L
rn N ?~,1~ 5 J n~n CORNEk
MATCH LINE ~ tae.?~' ~ - ,EE SNLE1 1 1 ~I 1 1 Vf
~ N 09"lB'41°E--~ CO~th~ON A(~EA
soot' -~N ;y,~' u _ COt~th~ON A - z.yo~ ss'ti,, ~ K~ 3ua~, ~
s ~ s ~y. t ~ ~,r r4t`~'SJ»E r~d.4r&'r:;'t R, so - MPANY ,,J WEYERHAEUSER CO
_ 5.51 ~ Chj ~ ~o. 13' `l~ - - - 1) .1326"- BEAUFOf~i a?
V. U8 475, P(. 102 ~ IJ~q v H ~ ~
v ti,..... ~u iii' „o C ~~l~,t~219 t (,r
0 1~ A. ~ " ''~'i
G a a ,v ti~ , r- . , ,,zi by• h ;
0 v) s .f~. v~ O r'~M ~ E O ur
O ;i ~ S 5~5 ~ i
~ O u~ F
.Ok' ( I I ~ ~ b li) h ~ (]i (J
l I !T ~ O'
,:b i Bl j , ~ ~ ~ I COtJfN,uL n' ' ~a CO'i2NER i ~ ti ~ 4a
OC9 ACRLS ) ~ yJ• fr ~ v5 y, ;
GS ` .`h~ I , ~ ~ I z v ~ a
,5' `v., ~ ~ ~ v J~ n i1
~ rrb l ,f ,sy.
• ~ N~ ~ ~ ri , \ 1 ~s .v -y.
~4 4 ETLFNDS ~ ' ~ 1 ~ 0 W ~ 1
BOUNDARY t I i y ~ I I ~a 1 ~ ~ Y I ~ J 1 i t4U ACRFS S
e _ BO t 1 Y l ~ LAMA LINE ~ ~ 1 1 ~,c
~ a r 2.628 ACRES 1 ~ 1 ~y i "a, ,
~ h 1 c~
~ ~
y t 50' H'AMLICO It1tif N ~ ! ~ RIPARIAN BUFFER - ~ ~ ! A 1 7S' SE1EsACK z ~1
A ~ / ~ ~ ~ FROM CAMA UNt JNt ~ n ~ r;~ i Q ~C~
x'404 WETlANOS ~ + 0 79 ! ~ ' - - t~t ~ ` l
~ ,,~'VT j I I a 2.d73 ACRES I / I~ I . _ - j: j
i i~~~
~ 9e ,y ~ j ! . k°~ ~ 50' PAMUCO kYJER/~-~L r / } AMA LINE. ~ t v 8 \ Y. 1 ~ ~ at. `544.5 , v,
~ i RIPARIAN BUFFER C 84' ~ ~ ~ 7 ~ l/ 5 ~ S U N / ~ J5~ 5L I HACr: ~ _ ~ / I / 1 1_,~ ' S g4'37'24~ ~ ~ ~ ~ v t f} < \ Jay. - v
' ^ r~,_ FROM LAMA UNI _ ~j~ • ~ ~ ~ „ ~w.~~ ~ ~~ti ~ Sy i ~ ~
e`er ~ _ _ / I ' 404 WETLANDS ~ ~ ~ n- ~ ` ~ . ~
~ ~ U 9y ~ ~ 4~ ~ ~ ~ BOUNDAR 1 ~ - Jay ~ A ~ ~ 1 I ~ ~~6f' ~ 1
~ / ~ ` ~1 _ ~ ~ A~ 1 ~ ~
2~j--~,, ,f+~, 1 ~ iy CAMA LINT: ~ a, 53g' ~ ~ ~i~' ~ ~ ~ 1 ~ ~ ~1t ~ /
_ ~ _ - i 46 A y, ~ ~o a. ~ ~ ~ ~ ~ ~u, r' r ~ / ~``~,o
A ? ~ Jy:. y t ti Cn _ . • ~ I: , ~ __1 1, fly- cv _ N~ '
~ , ii i ~ may- 50' kAMUGIJ RiVr"R - ~ NGS 1q> r, auF~Fk - ~ 404 WEfI.A ~ <.,t>, r;
404 WETLANDS ~ , ~ ~ RIPARIAN auFFER - -~.2a. it 75' SFiE1ACx
- " ° ~ j FROM CAMA LINE~~ ~ f v ~ I
d ~ + ~ ~ L't ~ CAMA LINE ~ ~ 1 ~ u 1 ~ ~ ~ a a
1 'l ~ / ~ 1 1 y ter. i ~ 1 ' ` ~ ~
~ ~ / U
I 76 I I-'~ ~ ~ r ~ ~ U
~ i / ! 3.827 ACRLS N, Ni
/ ! x ! x ~ \ i a
i lT' u l 77) ~ ~ t
n' ~ a lib AcRtS ,~,~k, i'
~ 1a.~ ~ a,~~
CALL TABLE ts~ o i ,w' i
~1~
INC DISTANCE ~ CuORSE BEAk ~ L / ~ ~ ~i~iiwt
L-139 N ar38'28°E 9a.98' (TOT) L-140 N 75'30'3a"W 87.52' vQ u, ~ r;;i~tNER
L-141 N 39'25'S2'W 91.23' L-142 N 49'S4'41"W 149.61' (l~ F~
L-143 Pt 20' 10'48'1N 108.05'
E.-taa N 69'03'52'14 76.31' L-t45 N it'2t'13"E it5.28' 1t~~~~` Er. ~4y,4~ y ,w _ ~
L 146 N 23'05'45'W 78.)5' (TQTj X729
5- i~~r~~~~ ~ a
.<<'10~ ~,0~~1 •W ~j?j 1b ~y~~
~ g ~G ~ ~.uS ~ 5 A3 A5
aoo 2tx, ~ 1 ~ ~A 1tS9,Al o
tUU 5t1' u m..~,-- '~rrrt ~__...rwr_._- - / , f~ 1` ~ yY ~ C)~ .bti~1~ ~Q ~ E v~
~a~>c sr~ E; ti' - u>a' - ~ G / ~~C~a~ bb~w'~(,f~~ U
P ~ i a~ ~ h~ ~ ~N 2 ~ 5b ~
sF~E~~ to ~~F~ 1 ~ CAL CURVE DATA a~ ao ~ ~ R~ ~ . ~ y ~
, b `s~ ~ ,~G t7 s
CURV CARVE •p" o-e 0a C~ ry 4, ~ ~1 y S
R= 31a.5ti~ R= 31u 13, ^ COM~AON AREA `j,y
96'OO 21 100 42 30 l= 527.63' E= 5a6.t7' T= 350.00' T= 375.00 Sb ,
w
REFERENCE: BEING A PORTION f~F~ THE PROPERTY DESCRIBED IN cH= N 29'2ti'20' E cH= N 2TOd't5' E s~
DEED BOOK 475, PACE. 102 Of THE BEAUfORT COUNTY REGISTRY a87.:1t' a7~.53 °a~>.
6ATH TOWNSHIP, BEAUfORT CGUNTY, NORTH CAROLINA CU~_g" CURVE _"R"
R= 320.25 R= 3115.13'
"~R~ ERLINE LLC a= aroa'S7° o - t5'oo'Sa' owNl- GREEN~IILLE TIl~B L= 229.62' L- nth ar M qT
~-~ti 150 EAST ARLINGTON BOULEVARD, SUI"tE E. T= t2o.oo' T= ato56' - CH= N 43'45'2y' W CN= N It'a8'2ti' W ~F C ~~,ti
GREENVILLE, NC 2/858 22a.ra' ataoT ~ ~ J .
PI~iONE. [phone] ~ h w WEYERHAEUSER COMPr~NY ~ ~ v,, BEAUtOftT 4l
_ ~al{~W1T1 and ASSOCIATES 9uE~vLYEO: Ts ApF~ROVEa: ~twb j; UB 475, PG 1i~7
ENCINL'CRINC, LAND SUfZVLYINC ATE: t t 2t ~D~l r i AND P(J+NNING ii~rAwN: SC8 D / /
~ IOiS CC1Ni 1:kENCE DR1VE _
GRLENVILLE NC, 27£T58 (25~) 756-1390 Ct1E.CKED: Mwe SCALE: t" = tuu'
CAO FILE HNLEY POINTL FINAL F'lAT
C&G fICE: BAILEYPT

' q6"f. ~w. 12 3
t,.ti_.~~ N tA2't
i. REFERENCE: BEING A PORTION OF THE PROPERTr CE~.CRIdED ~f~
~ o aoa w~rt.~wDS ~ DEED BOOK 475, PAGE 102 OF THE BEAUFORT COUNTY REGISTRY
} BATH TOWNSHIP, BEAUFORT COUNTY, NORTH CAROLINA
"J ~_t}8 ^1
n n ~ JG ~ yU yl O ~ owNER. GREENVILLE TIMBERLINE LLC r
n_n f- m ~ ADDRESS: 150 EAST ARLINGTON BOULEVARD, SUITE E
M ~ I _ I . ~ - - y- GREENViI_l E, NC 27858
~ ~ ` ~ ` ~ S at- a 75 .ns_.ti ~ ~ PHONE: [phone]
- / ~ 1.703 ACRES E~
aw ~ ~ ~ w D Baldwin and ASSOCIATES SURVEYED: TS APPROVED: µw8
o `'~l / I 50' PAMlICO RNf'R sq `~p~ v rn~ B , m o ENGINEERING, LAND SURVEYING
I I RIPARIAN BUFFER , B• ~r• .r n~ ~ t4 ~l /T1 AND PLANNING DRAWN: SCB DATE: 11 21 01 ~ 1015 CONFERENCE DRIVE' ~
nom. n M ~ / ~ pl / J _ ~ GREENVILLE NC, 27858 ~
J ~ \ ,V ~ : ~ ,ti 6 74 .s . o ~a [phone] CHECKED: ?~WB SLALE: 1"= l0U' z z Qw
y 6•?p 5 S CAlAA LINE 1'~, 2.166 ACRES ~ ~ SHEET 9 OF 11 cAD FILE BAILEY PoINTE FINA1. ~~AT
~ ~ ~ a C&G FILE: BAILEYPT 100' 50' 0 100' 200'
.ti_ ~ + ~ ~ \ Irk---~~----
~ ~3~ ,yt- JG CRAPtYC SCALE: t" . 700'
~ 32 ~ ^ ~ ! 404 WETLANDS/, ti 6g. ~l/,' ~ ~
OUNDARY ooa ~ ~ ~ o a.,
- ~ . Se) , 404 WETLANDSi'~ s ~ . , ,~h
~ ..`~y~ / /t \ 2.905 ACRES . pp~ . G~16
~ s r~ ~ h '~,~~1~ C L CURVE DATA ~ h
`~10N • S/`~ _ 0V ~ M • M 'lJ CURVE _'K" U CURVE 0"
~ S ~-~~--h- - s '9~ -
t ~ ~ ~ / ~ \ ~ \ / ~ ~ ~ ry ~ / ~ S R= 310.00' R- 478.19' R= 314.56' y ISI T D T49'38" D= 96'06'21" v L= 486.95' L= 148.79' L= 527.65'
~ ~ ~ 6 ~ \ 72 ~ i N )1. ~,o~ 'y` ~ ~ ~'S6, 4.562 ACRES ~ SS 21 ? 'p V `v° S6'+ TO T= 310.00' 1= 15.00' T~ 350.00' F~ ~,c~ CH= N 45'41'13" W CH= N 09'42'02° W CH= N 29'2ti'20' E
~ \ 1V / 3~ o ;n~ v' ~ 438.41' 4 pp y ~ 1 8.19 467.91'
\ ) at rn w ~ , 15' SE~TTBACK 39 ~ yy'
~ ~FROfd CAIAA LINE gl' + m \ 1 ~ q u 80
`o ~'D• ~ ~ 1 ~ 50' PAMEICO RNER ~ 1 ~ CAMA LINE ~ RIPARIAN BUFFER ~ U ~ v> ~
v a a ' m
71 W,. V oa ~ ti
~ 4 7'36'ty ~ 2.569 ACRES ~ U N ~ o 35 ~ ~ ~ ~
4.67' 1 1 b s ss.
~ I i 0~.4 .W 3'F
~ /'r l 1 ~a0 13~ p~ se ~~~3
i i ti a~ S 29'48'171!V i ~ S 39.82'(CH~ ¢ ~~p- ~ 3.111 ACRES
~ ~ ~ `~.T , w. v R= 30.00 q / 0
~ ~ ( 70 2p ~ ~ , ~~t~ ~ - ry rn
1,~,.A ;ry o i t0 MtiN~ ' ~,gt SEA y ~•'0 , 404 w~ I 1.496 ACRES ? ~pSE 30, 86 `VP ~ t t s 99 261 tl PR - v ~ - ~ N i ~ ~ ~O
'~i ~\i J l 6 Jg. N 85'1 '5 "W 3~~SO NP~~ ~ ~ ~i N 85'07'56 ~ s~ a~ 3A4. SQ p W Z 3 ui -Q Z
71 ~ ~ 381.02' S• 19.76' CH / 9nH 6 P rn. S ~ ~n 3~ / tv )0, S~ S? = 2 .0 ; / 1,13 0 r 1 , 1pS Ga r s ° {
i ~ Jg~ h~ t 5 ~ RIw 1t ~ n ~ ~ ; 13S lg~ J et 6~ SAt r r~ ~ € ~I M
s E ,9 i ul Q a '
CAMA UNE j i 69 4 j 0) q 21 ~ ~ t 1 6 ' ~ ~ ' 7~ ~c~ ~ ' r~ vi
~ ~ ~ ~ .338 ACRES >1) ~ S 63'36 51 E ~ ~ ^ ~ w R t. t? ~ ^ ~ 75 SETBACK _ A~ , 42.43 (CH) ~ N rn. W ,-t (11 ~ ~'L W" ~ - - -
e ~ ~ S 87'54 09'1N P gt w.s to \ FROM CAMA UNE ` /M R= 30.00 Z z~,
v 'L~ > \ t 57 109.40 R t,A2 3 1r s,~n / ~ t 330 X111. V 1 r^
U`: ~S 8.5fi 3A~ ,yg"E, t0 EMF.N ~ Pt ' f S 7 tTSg Hl . ~S ?t S 89'12'47"W 245.00'
~ / ~ s otalC
,,_A_~ u f`/ i 3 h~ N ~ l ~ z u / ~ 68 ~ ~1 / a uo c p - ~ p'2 COI~t~iON AREA
;l ( ~ 'y ah,~G "N 48'06b8"E a °'i0 u ~o it I ~ 8a 0 ° ~ 19.76' CH ACDA . ~ N ( I 1.355 ACRES ~ h0 ~ U _ ) 64 A'~N, in Q J~ A '
I I ~ ~ w 3.681 ACRES ~ N t O ~-N
,1_~n,..n_ ~ ~ I I r w: N ~ ~ O ~~n ~ ~~t i J J 1 h6 ~ ~ o Y ~n0 ~ ~~N
50~ PAMUCO kiv'[R ~ ~ p o WEYERHAEUSER COMPANY
,s~~ ` \ \ R PARIAN BUFFER 1 ~ b G _ _PG _ BEAUFORT 47 } DB 475, PG 102
Z /
w - N )4,, ~ 2.383 ACRES h~\ar/ I ~~Ap .y o ~AO
~__~O J ~ ~J
~ ~ 11.058 ACRES ~ ~ 1'~-~i ~ / / ~ ~ u N i~ 1 L~ J / ~ 0 2 r~r^^ N ~ --.w/ / / CU ly
V 1 ~ / l i' ~ / J
~ / I Q- ~ i ) °j~ ~ ~ / I 60.00' 60.00' 402.56' ,x'
~ 52 1 1.412 ACRES 7 ' K - i / / \ ~ ` 1)0 Iq W 1 FROU CAAIA UNE j / / \ ~ I ~ 0 ~ S 89'12 47 W 462.56'(TOT) ~
O „ » hN o MATCH LINE G ~ CALL TABLE
~ SEE SHEET 8 OF 11 -
V_ COURSE BEARING DISTANCE w
:,{i Y "W RIPA IAN BUFFER / 'li I / / / ry ~ r*t ' L-120 N 36'S1'12`W 78.35' ~ L-121 N 29'13'03"E 144.05'
~4%`~caMA UNE S 13~ ~t ~ / J % / / ~ u L-122 N 00'13'49"W 89.97'
/ ' 152 i / ,rya t o w ~ > N 85' ' ' 404 wETLANDS•.., ~ ~ ~ , ~ ; ~ L-123 N 31'45'191V 63.11' L-124 N 10'26'24"E 41.05' N L-125 N 03'31'40"W 128.81'
~ s 382o-w 2oo.z ~ ti \ J ; I I m~ ~ o ~ L-126 N 71'4T291N 81.41'
..A ~ ~s....'' ~ 363.98 ~ ~ ~ ~ / I I ao » p ~ / ' 66A ~ ~ L-127 N 03'37'22"E 60.78'
N ar lNE °o• ~ ~ ~ / I 48231N N ~1 f t L-128 N 3506'06"E 133.88' ~ 1-129 N 45'27'461N 96.52'
ATC OF k 2.117 ACRES 156.95' M T 8 ! I EE SNEE I L-130 N 24'32'16"W 182.34' L-131 N 23'48'26"E 141.41'
S ~ ~11 I 75' SETBACK ~p y ~ FROM CJUTA LINE ~ ~ L-132 N 8534'26"E 78.53'
p / / ~ S 03'51'32' AMA LINE/ % SR~PAR LICO ~ RR 36.44'(CH) L-133 N 64'27'01'E 44.72' S 03'51'32°E ry L-134 N 0723'01'E 178.67' 36.44 (CH) ~ L-1~` N 14'18'19"E 71.77
~ Z ~ ~ IAN 8U FE R- 340.OG R= 340.00' L-136 N 54'5?'S5"E i. ' 8 95
D ~ I li L-137 5 64'14'43`E 85.48'
cv , ~Y ~ I j I I L-138 N 7T03'10"E 75.76' L-139 N 41'38'28°E 94.98'
~ g 83'04 0 G N 85'46'Q3'1V 31.85
INE . H L of ~ ATC T a 11
M HEE SSE S

tJ [ ail ' re:_ n
" " 402.56' , eo.DO' MATCH LINE G
_ / SEE SHEET 10 OF 11
/
L Z /
O O
THE DEAN H1CH WATERLINE ~F ~ ~ P A / J J
IS THE PROPERTY LINE. SHEET ~ O » » S SEE G F W 99 ~ / W o
INE ~ s. CN L 3 3.9 K T E MA 9"E o f ~ 3.065 ACRES ~ /
E n~.~. •54 3 , ~ ~ ~ p. R S 8748'2 "E N 80 ~ ~ ~ ~ ~ ~ ~ 156.95 ~ ~0. N N ip ^ w ~ / SEE SHEET 1 U OF 11
S ~ R a 0 0 " "
..n. ; ~ ~ ,o r~ / --MATCH UNE G
~ ~
N 03'51'32"W N 03'St'32"W h~ ~ 36 4a'(cH) 30.01' cH WEYERHAEUSER COMPANY
R= 340,00' ( ) BEAUFORT 47 10 OF 1 n PT R= 280.00' ~ DB 475, PG 102
/ ; \ 1 1~ d~ ,e N ~ / ; _ ~ ~ a ~ SEE ~ \ 670 ,yr• ~ ~ ~ ~ 'o ; ~ ~ SHEET ~ o ~ SEE rj S 85'a6'03"E
nJ•_~. ~s ,7 ~ ~ c- i 50' PAMLICO RIVER \ 1 O \v~ p.N MA 'o lNE 31.85' > TCH ~ ' 1oT o.oD o•N MA1 78,91 6
1o.e6'~• LINE ` '76•x, a \ RIPARV~N BUFFER \ ^ ' 83'04'09.E 3 a ` IP CONTROL CORNER c^ N . 318.91' ~ •'CCJHi~iON AREA
~ ~ 50' PAMLICO RNER 4s \ \ p \ ~ RIPARUW BUFFER-'~\ '76. ~ \ \ B1 \ 1 / 'A \
o ~ \ \ 1 1.761 ACRES O ~ \ i ~ % ! ~ 75' SETBACK ~ ~ S 56'00' 18" W \ ~ / ~ FROM CAMA LINE p ~ \ ~ a ~ o cv A~ ~ 56.40'
~ ~ \ 0'3~ 16 W o 2.340 ACRES .a 1 1 'N \ 60 ~ S8 2a ° a ~ p ~ ~S~O \
I I s6. ~ s 80.6 ~ o I 1 I 4 ~ ~ ~ ~ r N \ I ~ 22 ~ 1.266 ACRES ~ i ~.--I' Z ~ C` ~ ~ \ 4
~ ~ tiitn N 56'13'10"W V ^ \
~ gyn. o. I \ \ ~ B ~ \ ~ ~ a v, p 1 I ~ , l ~ R= 280.00' ^ w \
Z\ ~w \ l ~ ~ S 56'00' 18" W ~ ~ ~ V \
~ \ ~ 0 967 ACRES ~ ~ ~ \ \ ~ 86.88 CH \ ~ ~ 60.94' ~ ~ ~ , \ \
o z \ \ ~ SBA ~ - cG ~ w 1 S 02'49'00"E w
g , \ S6 00'w 38 00(C24~Y ERs ~ \ ~ , 1.556 ACRES \ ' ~ ~ R= 30.00'
w 1 t ~ R '06 ~ J . ~ ~n NITRIFICATION \ n \ . 1 I ~ + ~2, 0 N ~ FIELD AREA ~ I 2.801 ACRES ' 1 i
• ~ 1 ~ 03'3 ~ 5" > 36'1 ~ 0 LOT 58 o ~ I_~~ Q1
Imo' t t S 5~ CH N 575 '34"W X23' g1Y `0.58 ACRES 20 17.9 QCH S > • (Cy) ~ 0~ 6~ ~ ~ \
2 ~ o ti \ S, I ~ I , 319 ~ Ra 2 .00 1,709?~, 7~SS, ~h. 19'1829 1 ` 0 Cy f R~~O p8' ~ - AI ,l EY ~ o ~ l so P
'1 S , ~'l, G~ ~ ~ gp 1 Q R ~l ~w Nr ~ E
1 t 30 pOl ?9g• `~S ~Oti ~ S 44'44'22"W ~ . 1 c, .5p. 0 Sp~ 60.00' 'O As Rl ~ PH V A E '0 ~ ~'r PRI
I ~ 51 N 8x48' 9,~ Sy. ~y1 py ,p ~ I . ti ~ 'f Q~
~ I E0. 08 ACRES • 13.25'{CH) ~ ~ OTC S6~ /o ~ t+ ~ P i
' N % a"1~ \ ~ N 76'41'44'E ~0. Sp 'c'~,G. 'O w ~ 2 .10' CH A 6 ~ ~ ~c P• ~ ~
o ~ .p / Q
.vim ~ ~..r ~ 5 ~ ~ ~ 48A 1"W 5.• 1.22 RES •P asA o.
0'05 3 . ~ ~ \ ~ ~(J B w~ ! i ~ 0 ,p ~ 1.275 ACRES 84.32 404 WETIANDS% ~ ~ .Z ~ NITRIFICATION 1.275 ACRES ~ 7 NITRIFICATION ~ ~
~ ~ ~ ' / ~ W' FIELD AREA BOUNDARY 55 s m . r FIELD AREA ~p fOR LOT 48 ~
'~'J` ~ ~ \ / ~ 1 ` ,'O av' 'W O iT fOR LOT 48 ~.,r..n ~ ~ CAIAA LINE f'~' 'J t 1.195 ACRES b' r CA.J '(j I ~ A, ~
i ~ ) o~.
~ ~ ~ ~ Q ? ~ ~ ~ / % 50' PAMLICO RJR J _----r-~'''~~ kp~y~•
N 88'47 39 189.40 ! RIPARIAN BUFFER ~ ~ r "W ~ S ~ 00 ~ 82
•~i ~C. ~i ~ ~ S 8757'3,1 X ~ \ 1 t 44,20 S 82'57 3,1 a5. ~°f3. „ • 1 aa,20 R, ~
1 i 1.M ~ n Ju~ ~ i ~ yt ~ ~ I C
; - 4 4 VVETLANDS~, ~ N 88'4T39"W 519.46' r
~ / r /
j ~ I / ~ N 52'47'18'14 `,~,o ,e \ 86' 2 2 230.3 ti \ t r~ ~ ~ 41.87'{CH 52'a7'1 e'1N ~i ~ C/L CURVE DATA a1.e7 (cH~ _0
t R 30.00 R= 30.00 ~L JI"
aIC• ~ ~ ~~s~l 1.1.706 ACRES Oh ~ ~ ,0 CURVE "K' CURVE "L" CU "I~"
' 1 ~ \ \ ~ 1 ~ 75' SETBACK O ~ 1 y~, 6'. 0 R= 310.00' Ra 238.82' R= 325.06' (~1 ~ / p= 90'00'00" p= 45'26'29" p= 199'42'19"
,~0 $ ~ V 1.670 ACRES ~ FROM CAMA UNE h' ~ 9 i' L- 486.95' L= 189.41' L= 1133.00' ~P ~ T= 310.00' T= 100,00' - - T= 1871.65'
~ ~ > ~ \ • ,1 ~ 4 ' '1 H= ' '14'1 H= 11' 1' " W CH= N 5 47 3 W C S 60 6 W C S 3 22
~ 25.00, 4 .a 438.41' 184.48' 640.53'
~ ~ . all- ! K S • r • 00 ~ ~ i ~ 1 . ti ~ 5 SETBAC ?p N 5 3.~ 00"W _ ~ h P r `~-CAIAA LINE 1 FROM CAMA LINE •B . 22. 0 {~ji . 2 \ t~
50 PAMLIC RIVER \v ~ (~v ~
l RI . F 1 52 ~ .30. N •3 'V Q' °m Pf~RiAN BUF ER 1 3 . ~ p 1 I I 0 S 87- 1"W
0.822 ACRES •0 ~ 94 ~ i
\ . 6 ~ - \ Q •,1 \ 51 S~ N 88'28'25'14 1 ~ ~ ~ ' ` ~ 1 . 9 95.66
1.365 ACRES 4 3 ~ ~
'1 \ ( S p1'0,3'47"E R= 55.D0' S 7r5 , CN~ ~ ~ 30.00 CH 3,09 ~ ~ s11 \ ~ { ) ~ 22 95.06 r~0
, R '
~ 'w 322.03' ~ N1 S 84' 16 29 ,~@ CALL TABLE i oo' so' u too' zoa' wo'
s9'1 16 ~ ~ •~G 20'31'06"E ~ ~.--"~6 69 ~ ~ p0 60.83' COURSE
~ e I / \ ~ 4.1 ~ 80'53'17"E L-99 COURSE BEARING DISTANCE GpAF'MIC 1• . 1pp~ L-99 N 65'54'11 "W 118.54' (TOT)
? . \ G~ S 4 ~ 5H E ~ , 17.92 CH L-100 L-100 N 36'46'33'YV 143.06'
,~,v,. \ , / 1 6 .33 (C) M ^ R= 2 .0 ' L-tot 5d / ~ t t ip N L-102 L-101 N 65'O6'151k 172.06' SHEET g OF 1 1 L-102 N 3724'1TW 98.32'
~ . / I I 49 ~ -t \ i' 1,428 ACRES X1.631 ACR S N ~ L-104 L-103 N 30'04b2"W 113.96' L-104 N 49'24'271N 67.85'
. .f , ~i' ~ I E o o ~..t':' L-105 .non, ~ / / ~ J5' SETBACK ~ _ L-105 N 28'00'21'YY 81.51'
~ / ~ ~ / ~ FROM LINE L 106 ~ ~ / ^O CA#U L-107 L-106 N 14'08'47"W 146.63' 1-107 N 65'14'09'E 59.16'
.va. f ~ l ~ ~ L-108 s / ~ L-109 L-108 S 68'OS'44"E 147.68' L-109 N 20'43'32'E 87.59'
~ ry~D.t ! / ~ ~ / L-Ito L-11o N 7r52'4s"E 1BO.4o' REFERENCE: BEING A PORTION OF THE PROPERTY DESCRIBED IN
~ p. I L-ttt ` ~ .h / 7 L-112 L-111 N 11'13'32"E 89.90' L-112 N 51'29'351N 7a.34' DEED BOOK 475, PAGE 102 OF THE BEAUFORT COUNTY REGISTRY
~ r_i / L-113 JIG ~ h ,w L- / L-114 L-113 N OB'26'32'W 220.07' L-114 N 3T33'37~H 238.71' BATH TOWNSHIP, BEAUFORT COUNTY, NORTH CAROLINA
~ h / RIPARUN~O f ry~R 7 ~ L-t 15 1 BU FE L-115 N 0751 34"E 74,00'
n_~. ~ ~ \ CA1AA LINE ~ L- t 17 L-116 N 7748'29"E 105.59' L_"7 N 3744;30"E 145:51; owNER: GREENVILLE TIMBERLINE, LLC
, a L-tte l 8 N 86 5 07"E 2 O6 L-119 N 19'15'43'E 49.00' ADDRESS: 150 EAST ARLINGTON BOULEVARQ, SUITE E
3 ! ~ ~ ~ -F., \ L-120 1~ r~V^ L-120 N 36'51'12'19 78.35'(107)
s ..n, ~ o, GREENVILLE, NC 21858
THE MEAN HI WATERLINE ~ ~ PHONE: [phone]$
IS tHE PROPERTY LINE. ~ ~ :ti U ~ ^t ~ ~ h
~ ~ Baldwin and ASSOCUTES SURVEYED: T5 APPROVED: MWB B
$ ~ ENGINEER7NG, LAND SURVEYING lT1 AND PLANNING DRAWN: SCB DATA: t 1/'11, U2.
1015 CONFERENCE DRIVE
A. GREENVILLE NC, 27858 (252> 756-1390 CHECKED: MWB SCALE: t" = 100'
CAD FILE BAILEY P41NTE FINAL PLAT
CdcC FILE: BAILEYPT

N 56'00' 18" E
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,tom ~ ~4~ N A sg CO 0 RFA a
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38,83'{CH~ , R= 10.00 ~ N 89't2'x1"E 2.29.04'(T0T1j _ _
10' UTILITY- ~4 EASEMENT ~ 219,65 I ~ ~ ~ ,
~1 EY PAINT RIV I ° w'T4s. ~o° ~A E D E o zc , zo
u, ~ JP ~ 60 R W 1 R' ASPHAI T PRIVAI E I R,8~38 C ~ tho' ~ ~ ~ ~ I 467( N~ ~o
w ~ Q~ ~P 9.39 OT __I ~ N 89 12'x7"E
rn ~ ~ ~ ~ ~ 1.~ ~ ~ N ~ _ ~ N 89'12 a7'E 217.04` / N 7751'04"E ' - _ _ _ _ ~
m b~~U , off' 3 . ~ p f 38.83'(CH) .1 x.. 30' 1A8L ~ R= 30.00' ~5 76 8 0 E It
r- I ~ ~ ~ ~i, ,~'S Q ~h Cc w roc "1 Lj 0~ i ~ti ~ 110,10'(Ch), R- 3x0 p0 J ~
~a ~ P ~
~ ~ n I ~
W \ ory , ~ m ;n Q ~ t
,s ~ ~ f ~ I _ n y
~ m, 'S yf CA ~ ~ pr h~ ~ r ° C/L CURVE DATA
~ A 1 r;~1 ~ r I _
ti 60 ~y,' , I ~ CURVE "K" CURVE "L" CURVE "M" I a
S 52'4 7' 18"E ~ ~6~ ~ ,~00 .3~~ ~ 41.8F~ CH) R'' ~~~,i ~ N R= 310.00' R= 238.82' R= 325.06' I ~ 4= 90'00'00" 45'26'49" 6= 199'42'19"
i R= 30.00' .~'15a ~ ~ a~' off. I L= 486.95' l= 189.41' L~ 1133.00'
.~~.~~~•E ~na.20 ~ ~ ~ o T= 310.00' TA 100.00' T= 1871.65' ~3 ~ cn CH= N 45'47'13" W CH= S 60'14'16" W CH= $ 11'31`22" W
N as' i 5' N fit ~ G 1`, R6~(CEi~ N 72'35'1 t"W N 0528'16"W 438.4t' 18a,4g' 840.53'
h - ~n r,o ~3~~~ 24.~a'(cH), ~a 3o'(cH~ 6.573 ACRES ~
' H7~ 1011 R= 30.00 R- 30.00' ~ gyp. 1
,_t2,82-_ G~ ~ t 5 1,' - ~ ~ . I ao4 w~rLANOS
~ ~ 6 .4 BOUNDARY ~ W
lv ,Q \S . I
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1` ~ a 0• 9 - ~ r ~ ~ A 6• o ,tip(~ ~ J'y1, ~1 Q w ~ Oh VG lCL~J
G M~ P, 7. K ~ p L ~S c~ r ; 5 SETBAC -9 \ ~ < (n `t- ~ p \ ~0~.
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' n• COURSE BEARING DISTANCE
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~ I ~ ~ rid ' ~ Kra J~l~, ~ ~ N N vt ~ L-96 N 85'03'19"W 136.72' N o 1-97 N 55'30'30"W 18x,04'
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~ ~ 1~~ \ - / / ~ ' ' ii .h~ / 1.237 ACRES w ~ ! L _ ~J ~ y. g NON- Ar.REs BATH TOWNSHIP, BEAUFdRT COUNTY, NORTH CAROLINA
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~CAMA EINE~r \ ~ ~ ~ ~ ~ ~ ~ hJ~l~ l~/,l, ~ REFERENCE. BEING A PORTION uF 1HE PROPERTw DESCRIBED IN
~6. t Ir mil-' ~ _..d , DEED BOOK 475, PAGE 102 OF THE BEAUFORT C~n~Nfr REGISIR'r
~ ~ -~G =>V~- ~ ~-s? ti.~.
l ~ I r ~ ~ ~~M U ~ ~ 1 ~6 , ! i ~ ~ ~ ? ~ 1 ~ ~ , 0 BATN TOWNSHIP, BEAUFORT COUNTY, NORTH CAROLINA
i, owrv~i~ GREENVILLE TIMBERLINE, LLC BA/LEY CREEK ~ , , ~ , .
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,v~-., REFERENCE: BEING A PORTION OF THE PROPERTY DESCRIBED IN ~ ~ ~ ! j o~ i~ i ' ~ ~ I ~ ~y. _
DEED BOOK: 475, PAGE 102 OF THE BEAUFORT COUNTY REGISTRY ~ 1.~!~ i ~ 1 ~ l.'
~ ~ 1 ~ w ~ ~ ~ J G /
BATH TOWNSHIP, BEAUFORT COUNTY, NORTH CAROLINA O ~ ~~r.~ ` _ ._L,~. ~ ~ ~ Jl ~ I V
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AL1Dh'ES~: 150 EAST ARLINGTON BOULEVaRU, SUITE E ~ ~ ` . ~ - ~i I s~~;;;. ~ I ~ .
~;REENVILLE, NC 27858 : ; ~ I i'
PHl1NE (2~2) 355-u288 ~r~ ~ ~
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"~d1dWlI1 end ASSOCIATES SuRVE'rEO: TS AFF vED~ MWB ~ ~ •~y
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t- ~ 1U1~, CONFEkE'NCE DR1VE
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2q q SB o h0 3 33, 38.83' CHOP R- 3 0 1100 06 . ~ ~a, COf~IMON AREA ~ ro7J
~o ` COMMON AREA ~Mg -CAMA UNE ~ i3.OZ, ~ ~ N 8.3'x0'31 "E 1 \
' Rl- 37 a 2> 19.76' CH) 1 1 A 2, e ~ t 1
S S ,N 5~. S ~6 N R- 25.00' 0 E '~e ~ ~ - • ~ 3' , 1 1 1
~ ''G 1 R'ss`'' S . ~ ~ ~ 7 9- ti ~ ~El R/w ~ o ~ , ~ M l A r.3 ~E b ~ , s 1 1 404 WETLANDS
o ~V o (c s ~e, o ~ P P A e 9 s~ ~ SA ~ , I ~ - E~q ~ . ~ ~~ti F 5a' PA~uco R vER I BOUNDARY ~ ~ T ~ p0 ~ RIPARIAN BUFFER I
\ q. \ J f \ m h 0. 6 ti~ )aL i , . v ~ / 3 0 • P RT ! y _ ~ 2>^ RJVAi' h ~ J , ,2 ~ ~ 30x215 U6, W~ ) ~ 1 L
1 _ 1' \ A EIP CONTROL PS r ~ h ~ 0 ~ ~ ,[G ,l~, ~7 ~ CORNER 11 1a py E a ~ 7 ~ ~ r1 r ~ ~ (P. ~B(` ~ 75 SETk3ACK J / ~
Q` ~ o, 0 V 6~ 0 ~ i U 11 'rn s 15. FROM CAMA LINE / -t ~ N 49'45'261N S1' ~ / i~
a .a M~ . (l ~ R~ N 0~ 09 1 'l 6 9 ~ 0 8 t J a~ a~ ~T~ 5 ~ Y ~ ~ ~ w.W, IeS 27'f ~~~`'~,1 ~ or`.°~~. 19.76'(CH1 N .00, 1 /l I/ I
a l R/ ~o y4, 10 o~ ~ o?c^ R 25.00 JQOI~, 1 7 , N ~ .42'24"W s ~ ~ ~F i
~ •o , _ 0 1 ~ N 35 ~ ~ ) ~ ~ -
75' SETBACK 1.238 ACRES .5y ~ ,,~0 FROM CAMA LINL ~ N 29'23'15"W CV ~1, ~ ~ u•W ~ A ~ 1
_ .y~ 38.83 (CH~ y~h~~G00 ^~n \ ,hA ,h~ R= 30.00 / 5 669•yA0' 5~ g~~ 0~ ~ 0 ~ fl. ~o 'vV ~ 7 ~ ` ~ 6~ a~ s ~ s n o ~l^ / ~ 1
1 11 a~ ao 'h 'gyp ~ ^'t / , 1 I ~'°'ha .a~ 1• ~ w 404 WETLANC 404 WETLANDS ! `'o , . ~ Y ~ ~ ~ J 2 r "
,y; ~ t I I ~ + Goo h ~ o ti - --ti R, BOUNDARY BOUNDARY ~ o, ~ ~ ~v ti v 0 2.493 ACRES
~ I 1.165 ACRES •pa h~ 0 ,5a h ~ v o ~.r. ~ ~'3S. 79 ~SS~O , ~ ~ ~ I I t
~ / a~ ~h4 ? 11 ~ ~-~L a R` ~3• Oq~ ~ Q- n 30(0 F (0 / ~ ~ y y F I \ ~ ~o ~ 1 1 ,U
9~ : s ~ J rv W •ooJ ~ 5 v fk'~ 4 N ` v~ ~ \ ~ \ ~ - 3.367 ACRES ~ `I' I 1 '
6Ah~ y,M \ \ ~ 1b a~ oG. ~ 1 utn E3 , 75' SEi 3.026 ACRES d, A, `~6'• I 1 (
a a ~ 5 0 ~ k ~ I J7. 75' SE1,~;rK i k 50I AFtIANCBUfFERR fi I I 1 ~ y J?,. FROAf CAMA LINE / \ ~ R P p ~ I I 1' i! ,
~ ~ \ ~ 1.283 ACRES ~ Q o ~ .T?,. FROM CAS
~~~ti ~ \ 1 •'S h ~ ~ip ~9 . g6, , 7 1 ~ ~ rn. ~s I 1 II ~
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i p,,~~0 h' m ~ ~ ~o S1q. 2.058 ACRES . ~ yY~ ~ ~ 'ho,. ~ ~ ~ S 3 ACRES 1 1 ~ ~ ~~I 1 I 1 ~ ~ i A \ t l i ~ I I i~~ ~
^~ti_^ : CAMA LINE ~ ~';Q,ii O v 9~~~~ / w / ~ t 6Q~0 ' - r ~ ~ 1 ~ ~ 3 ! I I \ 1 1 i 45 ACRES I V
\ I ` ~ aV 1 .i I ' ~ \
~ 1 i .p`~r~~~ 1.358 ACRES ~0 p.. R~ ?q S9• ~ S ~ - _ ~ ~i ! ~ W i ~ CAMA UNE / ~ o~ 3 1 ~ I y
N ~ I ' ha Oa ~ h~. ro 55.00' 46S ~ ~ % " •I ~ n \ 50' PAMLICO RNFR 1 ~ ~ ~ (3~Y ~ 1 + ~ ~ ~ ~ ~~2.508 ACRES j / I I
RIPARIAN BUFFER a`b n y~ S 7 1 _ , ~ ~ ~ ~ r
! 1 1 ~ ~ ~ 1.350 ACRES 1 ~ ~ 1 1 1 •h Z 2 Oi 1 C II N ~ ~ ` r ~ / j
~ ° ~ 1 1 1 ~ a~ 14 ~~'S, ~ ~ ~ t ~ ~ o t ~ I 1. '~e
J 1 1 1 ~ 2.239 ACRES ~ ~ oN 'p~ ~ yj ~ 1 ~ ~ ~ ~ o n 3 ~ \ ~ > \ 1 ~ l I
I ~ 0 ; 0 ^ I ~ 75' SETBACK A y
~ ~ FROM CAMA LINE ~ Z~ N J F 0' ~ w i J.
~ \ ~ ~ ~w ~ ~
r`' ~ 1 / 2.059 ACRES ~ ~ o N p, 1,401 ACRES ~ /
n,~_ l ~ a N 0 I / / \ ~ y ~ d. r l J % ~ ~ J`. D ~ N ~ CAIAA LINE ~ i r / ~ :,L ~ i,~,, t- ~ v ~ I ,
~ 1v I~ f 1 1 m w 11 / .i ~f.. I I ~ o~' ~ ~ ~ i i 1. I 1 0 ~ , / ` ` . I I 1 . r f' 0.52' 0,~, ~ - ~ y,
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. C`1 J~( , ~ I ~ 1 N. 2.9 6 ACRES ~ ~ Z E v' ,4' ~ ~ J~
s.~ n ~ . ~ I ~ . . 7 / ~ 2.164 ACRES / 1 ~ ~ Jv~•1 ~ ~I .I; '•i. 404 WET
i i M ~ ,L, x ~ ~
~~F..,~~ ~ / 7 i 1 ROM CAMA LINE J _ ~l1~~~.
~ ~ • / f ~ • I ~ I I , . ~ N 1 1 I ~ o '9~g ,y. ~0 ~_n_n - -
~ ti~ n ~ i I I 1 1 1 \ \ . \ :I I I 1. 11 1 . , ti, ~ L-13 ti~ ^ L_ 32.50 49.75'.
~ I \ ~8' ~ 1 / ' I ~ \ ~ ~ N_.1 11 -11 n,i.n,
- - ,.,e_ ~~ff .
r ^ ~ ~a CAMA LINE T~ ~ \ ~ ~r. ~ ~ / / 1 1 \ , W
\ \ ~I 404 WETLANDS ~ I ~ , 1 11 ~ v v ~ Y
/n 1 t~t.543 l~RES p A ~ y~ ~ ~ RSE BEARING DISTANCE 100' S0' 0 X00 ~ 1. ~ COU
^ ~ w ~ 1 ,v.~ v ` w 1 1 I:, 11 I ~ L-1 S 36'31'43'W 119.20' GWWNIC ScuE: =too'
JG ~Il~' vG- ~G~ vI , u 1 1 ti~. 1' L-2 S 11'41'O6'E 65.46'
s ~n_ ~ ~ 1 s. i~ l VJ ~`~n L-3 S 03'43'0814 40.88' ~ L-4 s 3T1o'271v el.n' SHEET 4 OF 11
(~?g y~ ~ I I 1.658 ACRES N J J N I I/~~_ U'~~ / J VIG L-5 S OT40'41'E 19.39' L-6 S 34'S9'Jt'E 46.24'
i a L-7 S OT58'11"E 38.25'
,u._,ti ~ i - w. ~ ~ J sly ~ 50' PAMLICO RIVE ~ ~ J J ,y~ ~ L-8 S 32'29'S0'W 207.30' J' .y,; ~ , L-9 S 18'OB'2a'W 229.98'
\ RIPARIAN BUFFER ~ ~,r-_ ~ L-10 S 52'39'07'W 120.08' L-11 S 8T58'il"W 82.25'
M~BAILEY CREEKRISLITHEOf ~ ~ i N,~ ~ ~ ,yl, isi /1 fit' ~ L-12 N 81'24'13'14 144.19'
PROPERTY LINE s-^-^ ~ ~f~'. ~ ~~'~'4 L-13 N 90'00'0014 86.15' I~ ~ ~ L-14 N fis'16'1s'w 40.33' REFERENCE: BEING A PORTION OF THE PROPERTY UESCRiBED IN
, ` 'o• .A i ~1 1 i l ~ i, 1 w~ ~'I` L-15 N 29'46't0"W 109.06' DEED BOOK 475, PAGE 102 OF THE BEAUfORT COUNTY REGISTRY 1-16 N 70'37'33'W 65.23'
• ~w•- ~ L-n N 9o•aa'oo14 la.7s' BATH TOWNSHIP, BEAUFORT COUNTY, NORTH CAROLINA
~ ~ ,yam. % X404 WETLANDS ~ L-18 S 55'02'0614 66.08' WETIANDS~ J`1`~'' L-19 S 38'31'43'1v 55.32'
~ UNDARY ARY L-2o S 25'23'5114 sa.8s' owNER; GREENVILLE TIMBERLINE, L1.C UND ~ L-2t S 01'28'44'14 381.49' -
L-22 S 1T48'2114 ae.29' ADDRESS: 150 EAST ARLINGTON BOULEVARD, SUITE_ E
~ ~ ~ ~ ~ ~ u~ .n,w. L-23 S 85'2a'471v 133.35' ~ ~ 27858 -2a s ea'ao'1o'w 262.03' GREENVILLE, N
~ ~ ~ ~ ~ L N 41'02'29"W 395.50' 2 355-9288 ~ L-25 PHONE: (25 ro L-26 N 63'O6'24"W 86.58'
~ .AI/~~, ~ L-27 N 35'05'52"W 138.4x'
t 3.93 1194 L-28 N 08'35'3914 103.29' _ _ , 4.89' Baldwin and ASSOCIATES SURVEYED: TS APPROVED MW8 L_23 1._l~n L 29 N 23'50'4414 2 D w __J
J~ M .ti "J` 181.50' L~23 1~1~ti 1iL .00.45 ~hh L-Z~ L-3o N 14'11'0914 60.59' J1..]) ENGINEERING. LAND SURVEYING L-31 N 22'38'25"W 84.87' ~ AND PLANNING DRAWN: SCH DATE: 11~21~U'?
L-32 N os'ao'1214 83.14' 1015 CONFERENCE DRIVE _
/~J~_ /~Jt ~l ~•A~ L-33 N 13'10'13"E 102.9x' A GREENVILLE NC, 27$58 L-34 N 12'05'0814 49.19' (~5~) 756-1390 CHECKED: MWB SCALE: 1" = 1U0'
~`^'~BAILEY CREEK L-35 N 55'26'49"W 237.32'(TOT)
CAD FILE CiAAILEY POINTS FINAL PLAT 5N 3-4 CB~C FiLE~. BAILEYPT

WEYERHAEUSER COMPANY
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AT 2 CM S~E S ~l r~ FRnM i ~ ~ ~y ~ SET9ACK / / / ~ FPnM CAMA LINE
H~ N er 4 oF- e ' ; i w / REFERENCE: BEING A PORTION OF THE PROPERTY DESCRIBED IN
N ' G' ~ ~ / ` ~ ! / 4~`4 WETLANDS S .~9'S7'22"W PEED BOOK 475, PACE 102 OF THE BEAUfORT COUNTY REGISTRY
2~ Og^w irOC ~C. ^ ! / I ~ / 64.07' w ! ~ I BQlJNDAR~': col; i , `/r BATH TOWNSHIP, BEAUFORT COUNTY, NORTH CAROLINA
OC ~lOTI I { ~ a 02 28'53"W
' ~ Jr ~ 67.38 ~y' , GWNE R; GREENVILLE T~MBERLIN E, LL
y o ADDRE~S~ 150 EAST ARLINGTON POULEVARD, SUITE E
GREENVlLLE, NC ?7858
b P PWONE: [phone]
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$ ENG]NEERING, LAND SURVEYING -
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1015 CONFERENCE ARIVE ~2 ~"2 ~ ,A GREENVILLE NC, ~7fl58
X252) 756-1390 CHECKED: MWB SCALE: 1" - 1r1n'
l;Af_? FILE F3,AlLf_~r PfHh.1T! FIN~i P~ .

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C/L CURVE DATA ~ _ _ _ - REFERENCE: BEING A PORTION OF THE PROPERTY DESCRIBED IN
DEED BOOK 475. PAGE 102 OF THE BEAUFORT COUNTY REGISTPY
CURVE "A" CURVE "A"
R= 362.37' R= 682.18' 30'51'16" 2150'08" BATH TOWNSHIP, BEAUFORT COUNTY, NORTH CAROLINA
L= 195.14' L= 331,d2~ T- 100.00 T= 169~05~ owNER: TIMBERLINE LLC GREENVILLE ,
cN- s so•a2'2R° w cN- s 5e•3r5a' w PAMLI( PAMLICO INVESTMENTS, LLC ADDRESS: 150 EAST ARLINGTON 80ULEVARD, SUITE E
!92.79' 328.17' Me 22, Pc 95 GREENVILLE, NC 27858
PH(1NF: [phone]
Baldwin end ASSOCIATES SuRVEYEO~ js ARrRavED ~!w8
B - ENGINF,ERiNG, LAND SURVEYiNC
AND PLANNING DRAWN: sce oArL It;21/o2
1015 CC1NfERENCE DRIVE A GREENVILLE NC. 27858
[phone] CHECKED: MWB SCALE' i ° 100'
CAD FILL f1A!I FY P!?1~1?E Fi~lAL I'IAT
r.@~c s n r, Rnn ~vt~1

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172
GENERAL N01EES S T !TE DA A LEGEND
TOTAL: AP,EA 1N TRACT
- _ 1. TWIS MAP IS OF A SURVEY THAT CREA1`ES A SUBDMSION OF LAND ~ WITHIN A COUNTY OR MUNIC{PALITY THAT HAS AN ORDINANCE THAI R/w= RIGHT-OF-war 340.55 ACRES_ MBL= MINIMUM BUILDING LINE NUMBER OF LOTS CREATED gg
~ ~ ~ REGULATES PARCELS OF LAND. _ AREA IN COMMON AREA.. 70.3 1 A R 8/B- BACK OF CURB TO BACK OF CURB 8_ C E.
\ ry'S t ~ 2. ALL AREAS CALCULATED BY COORDiNAtE GEOM RY. ET EIP= EXISTING IRON PIPE AREA !N PARKS, RECREATION AREA '
NO POINTS SET ALONG ROSS CREEK OR BAILEY CREEk UNLESS OTHERWISE NOTED. ` 4. THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARDOUS AREA AS AND THE LIKE SIP= SET IRON PIPE 0 ACRES,
I Q _ ~ DETERMINED BY THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. ,a ECM EXISTING CONCRETE MONUMENT
~ A ZONE Ad, ELEV. 8.00, REF: FIRM 370013 04x5, DATED: FEBRUARY 4 1987. L SITE c MHW= MEAN HIGH WATER C l= CENTERLINE
~ 5. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES, NO GRID FACTOR, ~ ~ ' ~A EPKN= EXISTING PARKER KALON NAIL
~ r ~ ~ HAVE BEEN APPLIED. ~ ~ 1, ~ , _ ~ ~ 6. ELECTRICAL SUPPLY TO BE PROVIDED BY TIDELAND EMC. SPKN= SET PARKER KALON NAIL
c?~` ~ r,~_ ~ 1 ~ ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. PC =POINT OF CURVATURE T=PINT F T Y CERTIi-1CATI0N OF PRIVATE STREETS
~ B. WATER SUPPLY TO BE PROVIDED BY BEAUFORT COUNTY WATER DISTRICT. ~ll ~ ~ 9. SEWAGE DISPOSAL TO BE PROVIDED BY INDMDUAL SEPTIC TANK P 0 0 ANGENC CH =CHORD I MICHAEL WEST BALDWIN, PLS L-3082 DO HEREBY CERTIFY
c ~'a~. SYSTEMS. R= RADIUS THAT THE PRIVATE STREETS AND ROADS SHOWN HEREON, MEET THE
10. THE FINISHED FLOOR ELEVATIONS ON ALL HOME 15 T T ~ J~ 5 O BE A OR PRC =POINT OF REVERSE CURVATURE CONSTRUCTION STANDARDS OF THE BEAUFORT COUNTY SUBDIVISION OR t N DNA CE.
ABOVE. B.0O NGVD OR IN ACCORDANCE WITH CURRENT REQUIREMENTS OF
R THE BEAUFORT COUNTY FLOOD CONTROL ORDINANCE. SURVEYOR = 404 WETLANDS
11. MINIMUM LOT SETBACKS ARE AS FOLLOWS: PAMUCO R1V£R FRONT = 30' DATE
SIDE = 10' ~ \I/ =MARSHLAND
SIDE STREET = 30'
REAR - 25' VICINITY MAP
~2. OFF-SITE NITRIFICATION DRAIN FIELDS ARE TO BE MAINTAINED BY THE
INDIVIDUAL LOT OWNER, 13. THIS SITE IS LOCATED IN THE PAMLICO BEACH FIRE DISTRICT.
14. AI_L ROADS ARE DESIGNATED AS PRIVATE AND WILL BE MAINTi41NFD BY THE
BAILEY POINTE HOMEOWNERS ASSOClA110N.
15. COMMON AREAS TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION.
~e p

.R~ i
5

1
k'" V ~ ?
SfIEET 1 0 51-IFFY 1 OF 11

STATE OF NORTH CAROLINA •
COUNTY OF BEAUFORT
° REVIEW OFFICER OF BEAUFORT COUNTY,
CERTIFY THAT THE MAP OR PLAT TO WHICH
THIS CERTIFICATION IS AFFIXED MEETS All STATUTORY REQUIREMENTS FOR RECORDING.
DATE
REVIEW OFFICER
I MICHAEL WEST DALDWIN PROFESSIONAL LAND
5URVEYOR N0._L~Q$~, CERTIFY TO ONE OR MORE OF THE FOLLOWING AS INDICATED THUS; d
I MICHAEL WEST BALDWIN CERTIFI' THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM (AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION)(DEED ,~pu~~~iu~q~,~ I HEREBY CERTIFY THAT THE SUBDIVISION ENTITLED X? o. THAT THIS PLAT IS OF A SURVEY THAT CREATES A i(WE) HEREBY CERTIFY THAT I AM (WE ARE) THE SUBDMSION OF LAND WITHIN THE AREA OF A COUNTY
DESCRIPTION RECORDED IN BOOK PAGE AGAR iri4 BAILEY POINTE CONSISTS OF 98 LOTS, OWNER(S) OF THE PROPERTY SHOWN AND DESCRIBED OR MUNICIPALITY THAT HAS AN ORDINANCE THAC
ETC. OTHER • THAT TH A I ~ WHI H I I ~ E BOUND R ES NOT SURVEYED Q 891 OF C 99 ARE SPEC F ED AS BUILDING LOTS SERVED B B~ HEREON WHICH WAS CONVEYED TO ME (US) BY DEED REGULATES PARCELS OF LAND;
ARE SHOWN AS BROKEN LINES PLOTTED FROM pk~ ~ INDMDUAL SEPTIC TANK SYSTEMS, EACH BUILDING LOT WAC INFORMATION FOUND IN BOOK ,PAGE ,THAT oa PROVIDED WITH PROPER APPLICATION, EVALUATION AND wA' RECORDED IN BOOK PAGE AND THAT I (WE)
THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. SEAL ~ IMPROVEMENTS PERMIT FOR AN INDMDUAL SEPTIC TANK SY~;TEM HEREBY ADOPT THIS PLAN OF SUBDIVISION AS REQUIRED SY~;TEM BY THIS ORDINANCE, ESTABLISH THE MINIMUM BUILDING T
PURSUANT TO THE GEN RA T T T F TH R^ Iwt~. d 47-30 AMENDED. ; ~ < ~ E L S A U ES 0 NOR CA ~L ~ ND HND b. HAT THIS PLAT IS OF A SURVEY THA1 IS LOCATED LINES, AND DEDICATED ALL STREETS, ALLEYS, WALKS, IN SUCH PORTION OF A COUNTY OR MUNICIPALITY
SHALL BE VALID FOR A PERIOD PRESCRIBED BY CURRENT MULES i f?ULES PARKS DRAINAGE WAYS AND OTHER OP N PA T E S CES 0 THAT IS UNREGULATED AS TO AN ORDINANCE THAT
WITH M ORIGINAL SI NAT R R I T TI %'f' '~S ti AND SUBJECT TO THE CONDITI N F RTH NTH G U E, EG S RA ON NUMBER, 7 O S SET 0 0 E AN .A kll Zlst ,DAY OF _ NQV, A.D., 2002. IMPROVEMENTS PERMIT. THIS CERTIFICATION DOES NOT CONSTITUTE PUBLIC OR PRNATE USE AS NOTED. FUTHER I WE . ( ) REGULATES PARCELS OF LAND; ,ONSTITUTE CERTIFY THAT THE LAND AS SHOWN HEREON IS WITHIN
YYES ~rruruN~ "BLANKET APPROVAL" OF ALL LOTS IN THE SUBDIVISION. YHE SUBDIVISION REGULATIONS JURISDICTION OF
BEAUFORT COUNTY, ? c. ANY ONE OF THE FOLLOWING
MICHAEL WEST BALD I><t-~i:5 L-3082 ? 1. THAT THE SURVEY IS OF AN EXISTING PARCEL OR
- PARCELS OF LAND AND DOES NOT CFEATE A NEW
BEAUFORT COUNTY HEALTH DIRECTOR OR A ~ - _ STREET OR CHANGE IN AN EXISTING STREET OWNER(S) ? 2. THAT THE SURVEY IS OF AN EXITING BUILDING
DESIGNEE WHO SHALL BE AN AUTHORIZED AGENT OF THE ` ~A1E `'~~il- OR OTHER STRUCTURE, OR NATURAL FEATURE,
NORTH CAROLINA, PITT COUNTY SUCH AS A WATERCOURSE; OR
I, A NOTARY PUBLIC OF THE COUNTY AND STATE AFORESAID, CERTIFY THAT MICHAEL W. Q. ? 3. THAT THE SURVEY IS A CONTROL SURVEY.
BALDWIN, A PROFESSIONAL LAND SURVEYOR, DATE DAT ? d. THAT THIS PLAT IS OF A SURVEY OF ANOTHER CATE-
PERSONALLY APPEARED BEFORE ME THIS DAY GORY, SUCH AS THE RECOMBINATION OF EXISTING
AND ACKNOWLEDGED THE EXECUTION OF 7!-IE ~ FOREGOING INSTRUMENT, s PARCELS, ACOURT-ORDERED SURVEY OR OTHER
f ~ A~~~~ EXCEPTION TO THE DEFINITION OF SUBDIVISION.
WITNESS MY HAND AND SEAL THIS 2tst___DAY
OF NOV~MBFR , , .,~QQ;~ , a CMS ? e. THAT THE INFORMATION AVAILABLE TO THIS SURVEYOR
G+•~~~ I HEREBY ERTIFY THAT T i ~ C a~ C S REETS, UTILITIES, AND OTHER ~ :I ''h~~~*~+"'' IMPROVEMENTS HAVE BEEN INSTALLED 1N AN ACCEPTABLE MAr'NER I HEREBY CERTIFY THAT THE SUBDNISION DEPICTED HEREON HAS IS SUCH THAT I AM UNABLE TO MAKE A DETERMINA- °
NOTARY PUBLIC . ~ _ - AND ACCORDING TO COUNTY SPECIFICATIONS IN THE SUBDIVISION MAr'NER BEEN GRANTED FINAL APPROVAL PURSUANT TO THE BEAUFORT TION TO THE BEST OF MY PROFESSIONAL ABILITY AS ~1VISION COUNTY SUBDIVISION REGULATIONS. TO PROVISIONS CONTAINED IN (a) THROUGH (d)
MY COMMISSION EXPIRES: 04~ 32004 ENTITLED BAILEY POINTE OR THAI A SECURITY 1RITY ABOVE.
BOND OR IRREVOCABLE LETTER OF CREDIT IN THE AMOUNT OF' NORTH CAROLINA, BEAUFORT COUNTY ~ HAS BEEN POSTED WITH BEAUFORT COUNTY 10 Jl 01
THE FOREGOING CERTIFICATE OF STUART C. ENSURE INSTALLATION THEREOF. JTY 10 ~ CHAIRMAN, BEAUFORT COUNTY PLANNING BOARD
BARWI~K IS CERTIFIED TO BE SURVEYOR
CORRECT. FILED FOR REGISTRATION THIS
DAY OF AT O'CLOCK _ .M. REGISTER OF DEEDS. O NTY M R
C.U ANAGE Bal w' a d AsSOCCA S DATE din >x ~E
BY DEPUTY REGISTER OF DEEDS B ENGINEERING LAND SURVEYING
DATE /TI AND PLANNING 1015 C[)NfERENCE DRIVE
A GREENVILLE NC, S8
(2 2) 756-1390 # 5

C L CURWE DATA 'E DATA i
_ JOHN POTTER DB 1065, PG 37 -
CURVE _~S" CURVE "T" Cl I " _ CURVE U Els--""-"""
R= 310.15' R= 310.00' R " R= 400.97' ! Oj~
~ 92) a= 10200'00 a= 2ra1'o5° o L 5521.4' L- 122.74' L: 5 0= 22'41'05" 2 83 L= 158.75' I 3g
62.18' T 9.~4. CH= N 28'18'55" W CH= N 11'20'33" E C T= 80.43' A,38 20 35g 16
\ 482.06' 121.94' 20'33" E CH= N 11'20'32" E N ~ 14' 157.72' !
~l t ~'vlJ. ~ V j t EIS \
M t s,. qT M 4 3 C1~ CAMA LINE \ o S \ ~ 50' PAMLICO RIVER
t 2'03" l.! r. t E N ~ JIG ~ h ~ r•, \ RIPARIAN BUFFER ~ ' ~ WEYERHAEUSER COMPANY
z ~ ~ 1,;~ ~ 50' PAMLiCO RIVER 64 699, )1 ~ ~ . RIPARIAN BUFFER 9.9 j~ (TOT) \ ~ ~ \ ~ BEAUFORT 47
rno ~ ~ ~ c rnm 1~\ / S 02'03'38"W, ti~ \ DB 475, PG 102
~ ~ r ~ ~ 91 30.99' CHl 404 WETLANDS. \ w ~ ~ ~ v W
8S' ) = 430.9 7' o Z ~ 2.262 ACRES G ~ \ ti \
z ~ 04 WETLAND S 85'52'43"E S 6T18'~5"E ~ ~ ~ ~ 1 60.00' 40.76 6T18'~5"E ~ ~n~ ~ S , ~ V o 40.76 ~ ..~Y~. A5, ~ ~ ~ V 96 sri
~ \ \ 0 ~ CAMA LINES 9'' ~ ~ \ 3.418 ACRES ~
f i 14 32'p3° J~J~~ f~ / 7 50' PAMLICO RIVER 2 ~ • A \ ~
~M a; .I I 62 W X04 PRC ,1 I S~SO' '3S T ~ N ~ a ~ I RIPARIAN BUFFER ; S~ ~ 'o ~ . / /7-~.~, ~ 'SOS o,
I OT) , 02'03'3 ~n~ I ~ ~ o°,N 26.68' (C N 02'03'38"E `Y~ " Y 26.68' (CH) ~ • i ~ ~ ~ ~ ~
CAMA LINE% 90 0~o R= 370. R= 370.97' ,~n- i ~ I I ~ ~ 1 ! 1 I ~
1 2.209 ACRES / ^ o ~ N 1 1'?.0'33"E J~ll~ 65 ~ ~ I ~ ~ ~ ~
'4'(CH) ~ ~ dog i I \ ~ ~ 1
~ .l ll N )I'3T tt R- ,x40.00 140.00 A16 ,w, I v ~ ~''c~•. ~ THE MEAN HIGH WATER 404 WETLANDS ti I \ I / /L
!1 33hw \ \1 D~ ~ pC TN LIN E o f/ 40 j 448.43 T \ 1 ry, E LINE IS THE P/L ~ ~ ~ F \
i •S4 ~ OT V m h r~so ~ I ~ ' o ~ y~. / ~ ~ 95 ~ ~ 2.145 ACRES N ~ S ~ ~ ~
V 75' CA KA N 8 . ~ o, a~ v ~ w \ SETBAC 5 20 01 ^W\ / c~^o n~~ ~ ~ CAMA LINE / N 6 . ,1 S~. `Y". S ~ ~
~n~ 236.61 ~ `~M
~ j j 46 ~ Sip / \ ? ~ ROPOSED WOODEN S ` i / 665, 3~4. ~~_~i BRIDGE BY LOT
EXISTING LOGGING ~ / ~ ~ ~ ~ 2.629 ACRES R0,4D BED `may M~~~ M ~y'~. / Tp A w OWNER .tip. ~ S / T \
6S' ~ ~ ,•.tri ti A
/ 50' PAMLICO RIVER \\N ~ 6SS• 1 ~ ; , ~ / / RIPARIAN BUFFER ~ti, 0~~ ~ r~2 ~p. A
324 \ / ! a ~ ~ tiry \~J/ / ~j'i ~l / O 2g
~ 404 WETLANDS t _ _ - _ ~ Q n, ~ 2.493 ACRES h ~ z \ • 6 /i N ~ ~ A
BOU A Y ~ ~t-___ - Z ~ , ~ Nb R ~ ~ ~ ~ t , j ~1'Op~ S 00'19 58"W s g Eis / I , / op w 45.12'(CH} o N 6'~~.
~ , / \ 36.95' / ~ ~ ~ • t 0'22"W 3 i O o ~ I 64p , 699.6 o, : ~
CAMA LIN % ' / ~ ` ~ ~ 404 WETLANDS I T (V
~ ~ ~ \ ~ p ~s ~ 50' PAMLICO RIVER y~ t~ o ~ , RIPARIAN BUFFER ~ S 00'35'56"E ~ Q 19.76'(CH) ~ ~ `tip
V \ ~ R= 25.00 ~ ~
~ I o ~ Q 1 ~ 21 , ~ ti Q
~ ~ ~ 2.460 ACRES ~ ~ o WEYERHAEUSER COMPANY " r ~ i ~ 's; 93 ~ ~ ~ ~ COMMON AREA / ~
~X ~ BEAUFORT 47 IPANY ' ~ i 1 ti ~3•p , 2.31 x ACRES ~ ~ Q . / ~ f I pOp"w ~ .~T ~ i
~ I ~ ~ I 82.58 24"W 6G • DB 475, PG 102 I S ~ l ~ r_is ~ i i 685, /p6.I ~ ~o, \ ~ , . 3
~ i I 48~.~2 0~0 0 ~ V 1`.~ 1 4 4 09 6 rp ~ Q ° .o ~ r ~0 WETLANDS r m., ~ v Q • ~ ° ~ BOUNDARY ~ ~ ~ ~
_-J ~ X87 ~ o ~ t 112.34 I / ~ ~ ~ o .o ~ h a ^m ~ 4 ~
~ rl t ~ 1.4p/ ACRES ~ ~ ~ y^ ~ ~ ~
~ 1 I `O ~ ~ Nryv~ ~ ~ 92
' ~ v~ x.30 (TOT) ~ N 56 ~ o ~n ~ ~ t,; ~ 9, 36 37 "W to w II 2.381 ACRES ~ ~ ~ N ~ ~ ~ " ~ h
t 1 S 7 428.93 ~ O N w i~ r3~ Ap' (p
~ yG ~ UG O Uj0 S ~ N X4'3 649 9j, ^ T °Q v S 6 2 p3,~ v~ ~ ~ N~ W
N t v 86 ~4'~ t 1 ~ t i ~r*i~! ~3t A, , 69 ~ ~ EYERHAEUSER COMPANY 3 A r o ~ BEAUFORT 4 6 C TGT H "t 7
3.31' I I 1si 13 t ~ 6 ACRES n t 7 ~ G ~2 N F C~ ~ ~ ? DB 475, PG 102 N ~ 9 C ~
~ ~ / ~ ~ COMMON ARfA :A ~p7' ~ a
o y' I i ~ as s~~ N, CAMA LINE i ~ ' TQT~ ~ s '91j U 10' UTILITY It
~ 1 / 553 Al ~ J1 ~cP S .9, EASEMENT ~ ^ ~ N 79' 18'5 „ N
~ I t 6 55 02"W ~ r' -0 * ~ ~y < N 7g. 1\ 1 \ S ~ p3 3~' ny~~s. \s;J r- 96 918. .j I t 5 ~ 96.86• C5 W N &5'52'43"W 6~•1 .
~ , I 85 ~ , H) 4p 8 5 ~ 0 60.00' ~ J6. S
~ 1. 9 ACR S p I O N
75' CAMA 6 6 ES v~ ~ 4 ~ 49 ~ ~ 5p.0~ ~I ! SETBACK 335• ~ ~ R= 30.00 N 1 ~ UTILITY
! \ 7I• II ~ I ! •361g''`N ~Q ~ N 41'35'59"E ~ I I S 14 `~o. ~~Cy6~ 51.48 (CH) ~ EASEMENT
t I s?
~ jl 50' PAMLICd RIVER 9~ S \ ~ RIPARIAN BUFFER 84 ~ is S'7 . ~ N 20'13'32"W
I , ~o ~ R, s, 0 4~„ , 51.48'(CH~ ~R= 30.00
~ ~ ~ ~q , ' It h6' v 2.050 ACRES p /y~ .v
~ a1 6°~ / ( \ \t 36 Shy. N 90'00'00"W 473.34' ~
~u~. ~ ~9 9 / f t I , \ \ 118'Sg ~E S 6 22 j ( ; j I cj~6 ~ ~51•i2 7~~•1 ~ ~ ~ _ ff ff A iD0' 50' 0 160' 200' 300' `t58'ss°~ s o9.2a'41"w MATCH LINE I - - / ~ t2' 60.01' COMMON AREA cRaPHlc scaiE: t" =too'
~ t ~ ~t ~ S ~ t~•, i .i i 83
~`1`-^ 3•'<~ .•~y~ ~ 1 / ~l 1~,,_ ~ 1.813 ACRES !0 U71~', SHEET 11 OF 11
s, j o ~ ~ ; ~l ~~~1\ EASI:MGN71' I:MEN7Y
1`'' , . ~ /I ~t \ v ( \ ~ CAMA LINE ~ ~ CALL TABLE
s, ,a,••` I o~tl ,y. ~ ,ry • 'fit' t 1 ~g a l•( ,~6 6~
rn ~1 t o• 1 ~ i/ ~ COURSE BEARING DISTANCE
~ ~ ~ ~ t 5~ c. °j m. 1 (82 •0 L-146 N 23'05'45"W 78.75'(TOT) L-147 N s9'S7'2t"w 80.53' REFERENCE: BEING THE PROPERTY DESCRIBED IN DEED BOOK 1295
~ ~ 404 WETLANDS ~ ,~a ~ ,oo ~ ~ ! BO NDA Y ~ .y11 1.s~; AcRES a~ L-tax N 14'20~46"W 132.70' PAGE 101 OF THE BEAUFORT COUNTY REGISTRY
~ t 5~ ~ 5 ~~149 ` / 5 ~ L-149 S 80'S6'02"W 102.60' L-150 N 30'11'18"W 61.69'
~G % L-151 N 54'os'a2"w 15sst' BATH TOWNSHIP, BEAUFORT COUNTY, NORTH CAROLINA L-152 N 08'32'15"W 490.65'
L-153 N 28'04'16"W 125.05` OWNER:
~ i V~ 1~ s ~ 6 b~. L-154 N 55'45'45"E ,31.x4' GREENVILLE TIMBERLINE, LLC L-155 N 1T21'S9"W 116.55'
n L-156 N 1r1t'2a"E so1.2x' (TOT) ADDRESS: 150 EAST ARLINGTON BOULEVARD, SUITE E L-157 N 2x'46'41"E 230.59' GREENVILLE, NC 27858
J`AA ~ rfr' L-158 N 65'29'41"E 139.81'
F` ~ ~ •1 ~f ,o~ ~ L-159 N 37',2'12"E 231.32' PHONE: [phone] L-160 N 19'25'16"E 55.07'
404 WETLANDS ~ ,y5 ' t.,1L. 59
4, ~ ~ ~ 6 5 G 9 ~j Baldwin and ASSOCIATES SURVEYED: TS APPROVED: MWB 1J
6,. P ;o ENGINEERING, LAND SURVEYING /T1 AND PLANNING DRAWN: SCB DATE: 05 07 03
Y 1015 CONFERENCE DRIVE ~ ~
A GREENVILLE NC, 27858 [phone] CHECKED: MWB SCALE: 1" = 100'
GAD FILE BAILEY POINTF FINAI PI AT CH t 1

COMMON AREA
N 90'0( N 90'00'OQ"E 473,34' coN~~rROL
N 79' 18 5 ~ CORNER MATCH LINE
~ 146.775 N 09'28'41 "E , ' SEE SHEET 11 OF 11 ~ ti,
60.01 N 7g•18,5 ~ ~.80' 5"4Y R, 5"w R, 30 ~ COMMON AREA
S7 18,5 ~ S78• S 78.18§5. i3' ~
Q~ p°~ '-,,_1°15.51 E 10g.~ ti ~08.4g~ ;5 E R, 308 ~ s 7x•13 5.,3. WEYERHAEUSER COMPANY
! `ti6 V 115.45. 26 E BEAUFORT 47
,oo ~ (CND N 11• \ DB 475, PG 102 ~ 4816 h S 64. o:~ _ ~ R, 3W 82 ~ 10, 1 ~3
X82) o - ~ ~ ~o ~ 45.13.91 ~C ~S UTt(l 6 F
G ~ ~ ~ nN ~ ~ ~ N) FMEN 6 3 ~ S 84.2.
~P ~1 6 ~ 0 3~ ~ ~ 6g•5~ Q, 3
o M8t ~ \ 38 "F 085 ~
~ o° \ SS83 \ ~ I o ~ ~ '82 (CN c1/
.0~ \ ) RAF , ~
~ ~ a ~ j rno b~ j , EIP ~'r
~ q~ 3.069 ACRES ~ A G~ CONTROL ~ m ' 1 \ 2 CORNER = v y
! ~ ~ Fw
9 - - .0~ ~ ~ ~1 ~ ~ s ~~?9z 90.
~ ~ ~ ~ i ~ ~1 o• l1 ~ ~~~5'~SO ~ ~ a ~ ~pS•~~SAS ~
~ ~ ,404 WETLANDS ~ ,`o f ~ ~8 h 64, ~ ~9 ~'9F 9' ~p~
~9 ~ BOUNDARY ~ o~ ~6 ~ ~ I ~ ~ N 2S 32, o ti~ fit, / ~ 6.8`i6 ACRES 3~ Cy F ~ nG
~ ~ ~ ~ ~ ~ 80 ~ ~ ~ `3_ CAMA LINE ~ 7 1
~ ~ ~ ~ ,QN ry 2.628 ACRES 7c ~ / ~ ~
r ~ 75' CAMA ~i~ hh ~
i SETBACK w 5 ~ h ~ ~ / .N a,~
50' PAMLICO RIVER y~ / 7 y RIPARIAN BUFFER ~ ~ ~ % / 1 ry~ ~ ~ ~ l / / ~ ` ~_1 2
\ ~ ~ - ~L `J~ v~ - - 97A ~n
~~'404 WETLANDS ~ ~ o~ 7g
s ,~p°N 11 / I q 2.873 ACRES ~ / ~ / i~ 2.288 ACRES u; Cp,~ p; ~
S 9h. ~ . `l~ ~'l, f / ~ i( ~ ~ / • qh h 50' PAMLICO RNER
/ h RIPARIAN BUFFER ~ / , f w `a . / j 5 h I ~ 11 i ~ ~ CAMA LINE 544.58' TOT 134.88 ~ ~ ~t1 s~
o ~ / , ~p~~ / I l 1_ 1 v1~ ~5 84'3T24„W ~ ~ ~ ~ , L~-'~-~ 369.70' ~ 1 ~ S . ~ 8
~ ~ q2~. 17 ~y ~ ~ 57,, ~ ~
~ ~ ~ ~ 1 v ~ {y I~ ~ L ~ ~~IG- ~ 404 WETLANDS ~ ~ , 1 ~ ~
~ ~ • S 61 '',o BOUNDARY ~ i ~ \ ~ ~s8 ~ v~(n
h~9 ~~CAMA LINE 9 ~8 ~ ~ ~ .y~. ~ ~ ~ ~ ~ ~ yv ~ P~
~ 's 6 ~ ~S 1~ ,y ~ ~c iI t - ~ ~ A'
~ > 50~ PAMLICO RIVER i~ ~ \ sQ 5! ^ np~ N
~ ' ~ 4 4 W LANDS ~ ~ ~ ~ RIPARIAN BUFFER i~ 404 WETLANDS v~ ' 4` ; 2 W - ~ i r~ ~ .
'i ~28' ``Y' 75' CAMA-~ `w' J~./.~ SETBACK i7 ~ ~i i ~ ~ ~ 1 pRP~N o 4
Jl 83.24' ~ ~ ~ ~ ~ ~ 1 0 ~ I I 1 3 FSEM~~ ~ M
CAMA LINE ~1~ ~5 ry ~ 2 21' q ~6 • ~ 1 1 ) E w LINE ~ 1 / ! : iv II
S ~ g2.13 J 2 ~ ~ ~ ~ sa ~ ~ ` i
~ I
I
7/ 3.8 3.827 ACRES s pt~; U Z
~s ~ / ~1 ~ i
' ~ 77 ss. rn as 18 SO' .
•p 8.798 ACRES o'~ 89~834~~f n~^">
' CALL TABLE As• 11 u o / ,1~,~0 •LG
~ ~s• . ~ ~ ti ~O 6 S .O
i ISTANCE ~ 75~ Shy COURSE BEAR NG D ~ S, as ~o
T T ~ S~1 L-139 N 41'38'28"E 94.98 (0 ) L-140 N 75'30'34"W 87.52' y ` ~ ~ 0 / IP
L-141 N 39'25'52"W ,x,91.23' v~ 4y i / ~ ~i CONTROL gyp, / , / ~ / CORNER
L-142 N 49'S4'41"W 149.61' ~ L-143 N 20'10'48"W 108.05' ~7pT _ " b
L-144 N 69'03'52"W 76.31' L-145 N 11'21'13"E 115.28' ~ / , ~SE~EN~
L-146 N 23'05'45"W 78.75' (TOT} / OTIU~ i G4g.47
Mgt / , 0 29, 30"w 30 , S 1 r ~
j 41' TOS 349•
~ 5 ~ 0 11.2g' 30 160 00 97
i~6 'y9 ~ 3.056 ACRES
100' S0' 0 100' 200' 300' 5 1~A 'yak' g,47' R ~ ti8 a
GRAPHIC SCALE: 1" = 100'
.o`~~~~bh 63~ 50N~ hry
bib°b J N6 2G~ 6 ~ A~'~ ~ ~ 10$ 284 5 S ~ o~
SHEET 10 OF 11 C L CURVE C L CURVE DATA / soy' R' so,
CURVE "0" Cl CURVE P ~ 6~ ti~ F ~ ~ .O
R= 314.56' R 96'06'21" ~ i' R= 310.13' S 4 ~ 21" 100'12'30 ~ 04 COM ~3 h`V
L= :127.63' L l= 546.17' / A' MON AREA sR, f ss,, T= 375.CI0'
TH PROPERTY DESCRIBED IN DEED BOOK 1295, T= 350.00' T REFERENCE: BEING E ch- N 2s'2s'2o" E c )'26'20" E CH= PJ 2T08'15" E ~ 1 ~ ~
PAGE 101 OF THE BEAUFORT COUNTY REGISTRY 467.91' .91' 476.53' ~ 3
BATH TOWNSHIP, BEAUFORT COUNTY, NORTH CAROLINA CURVE "Q" CI I 0~0 „ ~ ~ p. CURVE: "R
R= 320.25' R i' R= 3115,13' "
OWNER; GREENVILLE TIMBERLINE, LLC o= aro4'S7" a 'S7" ~ = 15'00 58
L= z29.s2' L ADDRESS: 150 EAST ARLINGTON BOULEVARD, SUITE E T= 120.00' T L= 816.4.1' A'
GREENVILLE, NC 27858 cH= N a3•a5'2s" w c 224.74' _ qr ('45'29" W CH- PI 71'48'26" W S~ C 14 e 7a' 6 .07 (98) SN ~ s .
PHONE: [phone] FF N so . r F ~ >
s a h 43"w F WEYERHAEUSER COMPANY
Baldwin and ASSOCIATES SURVEYED: TS APPROVED: MWB 1 4238 BEAUFORT 47 I 4 DB 475, PG 102
B ENGINEERING, LAND SURVEYING
AND PLANNING DRAWN: SCB DATE: 05/07/03 1015 CONFERENCE DRIVE COMMON AREA
A GREENVILLE NC, X7858
(25~) 756-1390 CHECKED: MWB SCALE: 1" = 100'
CAD FILE BAILEY POINTE FINAL PLAT
C&G FILE: BAILEYPT

' h6~E
12 21 3
~ 2~ REFERENCE: BEING THE PROPERTY DESCRIBED IN DEED BOOK 1295, PAGE 1d1 OF THE BEAUFORT COUNTY REGISTRY
a 0 404 W~ NDS ~
\ ry BATH TOWNSHIP, BEAUFORT COUNTY, NORTH CAROLINA
( ,9 3> 1gg yo ~ ~ ~~1~..~ "J ~ L 1 1 owNER: GREENVILLE TIMBERLINE, LLC
~ 1 ® ~ SIG ~ 'Sg• / ~
.o ~ ~ 1 - X76) ADDRESS: 150 EAST ARLINGTON BOULEVARD, SUITE E GREENVILLE, NC 27858
M ~ J ~ / J~
S ~ 75 As, m l q ~ ~ PHONE: [phone]
~ S 1., ~ / 1.703 ACRES S,T..
"I \ ~ ~ i ~ Baldwin and ASSOCIATES SURVEYED: TS APPROVED: MWB w x _
~ ` S ~ I ,_,f I ~ S . A rn o ENGINEERING, LAND SURVEYING ~ } /T'1 AND PLANNING DRAWN: SCB DATE: 05/07%03
b ~ / 50' PAMLICO RIVER 64), '~2, I 1 RIPARIAN BUFFER ?8, ~~T m 1015 CDNFERENCE DRIVE F o W A GREENVILLE NC, 27858 1" = 100'
~ SIG I ~ / ~ 6Y ~ w > C252) 756-1390 CHECKED: MWB SCALE.
~n ' ~ ~ ~6 ~ J J N s . 74 o z~ z Q N 1 1 CAD FILE BAILEY POINTE FINAL PLAT
VVVVYYY t ~ 62p, s'~ SST ~ W SHEET 9 OF C&G FILE: BAILEYPT
~ CAMA LINE\~ egg 5~+~ 2.166 ACRES OT) ~ I ~ ~ '88' 9 36' a 100' S0' 0 100' 200' 300'
I ~ ~ ~ ~1 \ ~ n~ ~ ~ 83 (l i GRAPHIC SCALE: 1" = 100'
~n a ~ ~ ~ pT~ i
Jo I ~ ~ ~ ~-,3z ~ 404 :WETLANDS 3 ~ ~ ` '
88. ~ _ ~ / ~OUN~IRY gs - _ ~ / i
a ~ ~ -~L. ~ ~ ~ ~ Nov:,` ~ ~ ~ SJ F, h ~ ~ ; _ 6s pp. 404 WETLANDS 73 ,~6', , ~ ,.,h ~ .
y~ ~ MA ~ •p >v ~ `x..._75 cA 11/ ~ ~ w ~ ~ o~ . / .h ~ • CAL CURVE DATA
SETBACK ' S / 2.905 ACRE. S (C 6 •l. h i k6h'~G h6
~6; FF CURVE "K" CURVE "N" CURVE "0" s ~lj
, ) ~ ~ p ~ so % ~ ~ / / X98 ~ ~ (pti ~ ~ S ~ S R= 310.00' R= 478.19' R= 314.56' ~ ~n y -
/ SQ, C,(,FF` a= 90'00'00" ~ = 17'49'38" ,7- 96'06'21" 9 7 ~ L= 486.45' L= 148.79' L= 527.63'
~ / ~ ~ ~ 72 ~ 456, C ~Q T= 310.00' " T= 75,00' T= 350.00'
~ 6~S ~ 4.562 ACRES 5 21 ° ~ O ~ ~ ~ ~ 6Sg„ W F /A' 0 C~JMMCN AREA CH= N 45'4713 W CH= N 09'42'02" W CH= N 29'26'20" E 'V ~ ~ ~ 438.41' 148.19' 467.91' 0~0 ~
o. y.~
~ ~ 6~ ~?7 g o r
~ ~ ? 3 I RIVER ' W .v U ~ o ~ 50 PAML CO ~ ~ u~ ~2. ,~t U tp
CAMA LINE ~ I RIPARIAN BUFFER ~ ~ ~ ~ +n`-~ ~
\I/ ~ ~1\ wr, V OpN A th ~ ~p N
56,89' 2,569 ACRES ~U N~ 'N~
~ 297.78 ~ ~ d S 66' ,
~ _ o M 6' O 0~ 4S•• o.(p F
~ 35 047'36'W ~ 98 423e
s ~ ~ ~ ,r 4.67 (Tpl~ ~ S 29'48' 17"Vil ' ~ t. / > 4 ~z 3.177 ACRES
~ S,>'3 ~ R= 30.01,
~ ~ , \ 70 gyp, ~ . U~~~ ~ ~ . / " - E NON- BUILDABE `n
~ y ~ / ~ ,,o MEN ~ ~e ~E~ 2 '0 °ry o ' 1.496 ACRES pSE 30, /6 / w P ~ ~ 404 W LANDS I ~y E / 62 $ ~ PR > v O ~'.'0 2 N
9 2 C ~ cv ~ i/~ ~ ~ s ~3v, 31 HP~~ ' W ~o > cv ~tP ~ 3
~ / 8 , ~ N 85'19'50"W pA. c,Q o. N 85'07'S6"W 6~~s, 19.76' CH~ / 9W ~ 6 P~ ~ S i1 139.70' ~ 381.02'(TOT) N ~S • 5~,, _ R= 2 .00/ , ~ 1.23 0 1 ~ , ~1p~ G~ < (n 2 N ~s~ o G~ ~ ~ rNj
J~ ~ ,i / 241. X03 1 S 1 RI`" 1 ~i G ~ ~ ~ ~ in
~ / 32 13 9 r9^ ti~ 81. 6~ 3a ~ ~ ^ S.p,W ~ /~F ~ C Q O
~ ~ i 69 42p~14~ P 112 60' ~ o ~ ~ ~ ~ ~ N ~ ~
CAMA LINEI 1.8~ 21 " ~ ~ / /S 63'36'51 "E N N L' ~ 1.338 ACRES ) , ~ ~ L ~W,
4 .4;3' CH rn W ~ ~ / 2 ( ) ~N ~ _ ~ ~ t, ~ 1 ~ 4'09"Vd 0~ ~ ~ /M81- R~- 30.00' s Z~ I S 8T5 5. ~ > J
?6 ^ I ~ R, 5 ~ ^ ~ 109.40' 1,A2 ~~1U~
~ 283.01 .51(10 ~ a E, SEM PS-' S 89'12'47"W 245.00'
~I ~ ~ 330 5 EP ~ ! •5634W 1159CN1 X518 5 1A~
7.56 30 • , ~ ~ ~ A ~ n 4 ! I / 1 ~ ~ It C ~ ~o C ~ ~Z COMMON AREA
J`J`~ w r m ' '75' CAMA 6B h G~ ;w' " N 48'06'08"E cv II a O.p
~ I ~ SETBACK ^ 19.76'(CH~ ~ 64 ~ ~N. ~ rn,- ~ N C~ I 1.355 ACRES ~ h° ~^,L R= 25.00 0 flN o~N (1N a CA~~
t ~ °y1 ~ .'7`O,~ w 3.681 ACF!ES ~ za ? ~ IN.
~J~ ~ i~ ~ ~ ~0~ ~ ~ WEYERHAEUSER COMPANY BEAUFORT 47
i / /I 50' PAMLICO RIVER 5 ~ ~ a o ~ ( RIPARIAN BUFFER ~ b , ,•y~ __PC__ __P0__ ~ OB 475, PG 102
f z /
~ ,,ya 2.383 ACRES ~ '`i' ' °o ' o 0
._-OJ 1~
W 4 ~~v, ~S.Og, t r ~ ,1 ~ r'~ o f 14'31, ~ 67 f / i~ ' ~ ~ 'w ~ O~ ~ U1 W ~
V r ~ , .a~] 45.5511 ~ ,y° ' ~ I b ~ ~ (TOT) I 1.058 ACRES ~ ~ ~ ~ ~ ~ / o o ~ ry
i5.o / 1 i N I / 1 ~ / ~ f/ I ~ 10' x 10' PRESSURE ~"1 i MAIN EASEMENT
_ / ~ ( / ~ 7 ~ ~I 66 i~"'~ ^ o ! 60.00' 402.56' 60.00' •1 '47"W 462.56'(TOT) ,o"
N ~ ~ ~ 1j72•g2.~ 1.a12 ACRES ~ ~ ~ ~ o i ~ ~ S 89 2
0 ' " " CALL TABLE o MATCH LINE G
(TOT) i ~ ?'1 ~ A T 35 ~ i ~ ~ .'`~R` ~ ~ 1~0 v ~ H T 8 0 F 11 ~ ~ SEE S EE i ~ ~ COURSE BEARING DISTANCE
~ ~'rl` / ~ / ' l~ . ~ ~ ~ / 0~ ~ W L-120 N 36'51'12"W 78.35'
i i 50' PAMLICO RIVER ~ cy~ ~l / ~ / ; y~ / m m L-121 N 29' 13'03"E 144.05' L-122 N DO'13'49"W 89.97'
t RIPARIAN BUFFER / ~ / / / i I ~ ~ L_123 N 31'45'19"W 63.11'
~ ~~~CAMA LINE 13931 • `i' ~ ' ( ~ / / ~ o W ~ 1 S 152 ~ ~ ~ ~ / .`V ( a . w ~ I l 124 N 10'26'24"E 47.05'
~ 404~,WETLANDS ~ r ~M ~o N 85'38'20'x/ .200. ti ~ i i 1 m~ ~ I o ro n~ L-125 N 03'31'401V 128.81' 1i 0 ~ L-126 N 71'4T29"W 81.41'
22 > 8 ~ \ / ~V . 363.9 us ~ ~ f o ~ n1"1 L-127 N 03'3722"E 60.78' p ~ 99 L-128 N 36'08'06"E 133.88'
' ~ ~ ~ ~ •54'39 W n 0 ~ I -r ~o ~ ~ s ao n o, ~ ~ ~ 99A ~ - L-129 N 45'2T46"W 96.52' L-130 N 24'32'16"N' 182.34'
~J` NE ~ I 1 A R S L~ 1 77 C E N 8T48'23"W. CH QF 1 7y ~ AT 13 I M E1 ~ 10' x 10' PRESSURE L-131 N 23'48'26"E 141.47'
156.95' EE SHE ~ i I S 0 a MAIN EASEMENT N L-132 N 86'34'26"E 78.53' ~ h L-133 N 64'2701"E 44.72'
~ r s o3~ S 03'51'32"E ~ L-134 N 02'23'01"E 178.67'
AMA UNE / °i0' PAMLICO RIVER 36.4 % RIPARIAN BUFFER R= ; 36.44'(CH) ~ L-135 N 14'18'19"E 71.77' R= 340.00' L-136 N 54'52'55"E 81.95'
L-137 S 64'14'43"E 85.48' L-136 N 7703'10"E 75.76'
(62) ~ J~ I ~ I a; ~ ~ L-139 N 41'38'28"E 94.98' N 4.
~ } 318.9 ~ n v -N. " I .3148 ~
_ g 83'04 09 G ~ INE 11 ~
~ H ~ OF 63 ~1C T S ~ ) M SHEE - SEE I OF 11 ~

~ N 89'12'47"E 462.56' TOT
~ » 402.56' so.oo' INE G / MATCH L
/ SEE SHEET 10 OF 11
(65) i
i _ z z
(64) (64) / 0 0 o o
/ ~ ~
THE MEAN HIGH WATERLINE ~ ~ QF ~ t~ J ~ / 99A~ 99 0 w w ~ ~ /
IS THE PROPERTY LINE. EE SKEET sr ~ S s G A INE .ga' ~ ~ s. ATC ~ ~ 3.065 ACRES ^h ~ /
363 0 " M 4'39 0• E 0'S ~ 0 / E n S 87'48'23 E N 8 ~ ~ N N / / w w ~ SEE SHEET 16 OF 11
R ~ ~ o, C ~ 156.95' ~i ~y~,, i » »
R ~ ~ 0 CAMA LINE ~j .0 / o ~ / ATCH LINE G M
~ ~ o• / ~ /
_tts J `~~S•0 1 N 69'36'14"W 369.58' T T \ ~ ~~0 L ~~l N 03'51'32"W ~ oT / N 03.51'32°w ~ WEYERHAEUSER COMPANY v~ ~ ~ 36_44 (CH) 30.01'(CH) BEAUFORT 47
138.89 ~ 275.30' _,.l,~y.--• 94.'28 / o ?2 ~ ~ •6s. ~ 1 R- 340.00' PT R= 280.00' ~
~ i7 ~1i ~ ~ ~ i ~ a 3. 75' CAMA ~ ~ p ~ ~ OF 1 ~ DB 475, PG 102 w ~ SHEET 1 ~ » S 84'54'49"E o , SEE G 32,31'
,6 N 6 / SETBACK ~ i L 7' 50' PAMLICO RIVER \ \+~C~ o•N, INE oo' o ~ CH I- TOT 60• ~ IP CONTROL CORNER p, MA1 " 378.`3 N; ,p4 Og E o
~~~n \ ' " _ 36„ ~ ~ \ z RIPARIAN BUFFER ~ ~ Sn ~ N a3 a.g}' COMMON AREA
to.e6'y/~ ~ CAMA IiNE ~ \ 0 ~
~ SO ~ ~ 50' PAMLICO RIVER `'`~34S o ~ \ v; ~ RIPARIAN BUFFER 6 \ 6 N 62 ~ J ~ ~ ~ 1.767 ACRE? N ~ ~ I 1 ~ rn S 56'40'26" W \ ,f ~ p`~ ~4 ~ 56.46' \
~ \ r "'V '16"W o 2.390 ACRES ~ ~ ~ ~ ,N~ 6~.~•O ^ \
~ \ ~ ~ ~S_ gp 32 , } o ~ ~ .ten \ ~ A N 6~ 4 80.62 Ewa ~ o ~ k ~ \x'0:0. ~ \ ~ o ti ~O \ k N ~ o. ~ n`~p J ~ ~ COMMON AREA \
~ 1 sg 4 ~ i~ 2~ ° I ~ 22 1.266 ACRES ~ . ~;,r ~ Jtt^.O O ~ ~ ~ L ~ ~ y .o. N 56° 13' 10 W ~ ~ \ ~ 1 m< F 107.66' CH} ~ V
cn `~I X62 W \ `.cam , / ~a ~ A w ° 1''; c ~ ~ \ I ~ R= 2so.oo' ~
i 's 728, A i SOS Z,Z a N ~ , m o sue, ~o, I \ \ Ppr / ~ vO ~ ~ l k , ~ ~ ~ l ~ S 56'00' 18" W V
60.94' ~
= m l `A\ 0.967 ACRES ^---N 89'00'0 " _ = o } \ 86.88 (CH C ~ Q` ~ S 02'49'00"E ~ ~ ~
w; ~ ~ . s ~ ,o, ~ 58A ~ o z ~ 0.80 ~ ~N 81' ' 30.0 ~p2 " R, AiN fRf$ 1.556 ACRES A \ l 1 ~'f ~ ACRES \ ~C g R= 30.00' ~ k
z Q s~ \ 56 00;'W 381,4 ' 0 (Cy4 W X355 ~SFMORF ~ ~n 330 4 TOT ~ 0 f , N NITRIFICATION I 2.801 ACRE ~ATION
~ w ~ ~`J` •,v; ,-y \ .64 q~ r 6 ~ 3p, Nl a FIELD AREA a \ 1 1 SS,O , ~ 22.3 Me ~ FOR LOT 58 AREA ~ j ~ / )T 58 I O~ ~1
i ~ 58 '55"E ~ 6 1 ~ ~ ,>>I , S 03.35, CH N 5T50'34'W •23' g'W ~ ~ p
i 0.581 ACRES 20.57 ( ~ $ ~ • ~Ck ~ ~ ~ A! t ~ ~ 1. EY 6 , ~ 4 lso PO
rn I, 1 01 (10 ~ R= 25.00 ` 7 9 22•, I~ SS. ~6 N% ~ I ' ~ g"W 319 . 'h~" ~ ~ p pN f R QO g8' 9'18 2 ~ Og' ~\~~1 ~ ~ 3~ AO„ ~ ,F. o > ~ ~ 1N Q w~ T 1 E ~ , a D ~ A RI sp V
1 S 22 0\0~ 2gS.0 3SSCy) ly S 44'44;22"W b I i 5 ~0~ ~ S 'O6• 60.00 ~0 ~ ~ N E ~ ~ Air p ,o ~ ~ RlvarE
41.93, I 1 57 N 8 47 15~" 92 SA,, /Z ~ 1~ 1 r~ Q )
1 ~ 0° 7 W 20' ~ ~ ~ ~ h ~ 1 ~ 0.708 ACRES • 3.25 (CH) ,,ya 3 (p S6~ v 6~. S~ ~ ~ ~ F c~ M ~ P i
~ ~ ~Gy. 1 ~ ~`l, 76.41'44"E h .00,`\1 Ssh~ F ~`~9 0\~ ~ ~ Q', i w ~ ~ ~
w ~ I 1,/ ,fib \ 22.10'(CH~ ~ r`~O p vp ~ .p ~ ~ / Q /
~ 1, •~0 5fi R= 25.00 ti a ~ yJ ~ 56 I'.,~ 5 ~ Q ~ 48A 48A o.
n~ti~ 1 S t ~ R S / ~ ~ .242 AC E 05'31~~W ~ ~ I ~ ' ~ ~ 1.275 AC ~ S 80 OT / i i ~ Z 1.275 ACRES , ~ ~
V i' ~ l A ~ ~ NITRIFICAI 84 32 404 WETLANDS ~ / \ ~ > > FIELD ARI NITRIFICATION ~ A ~0
X50.62'33' l BOUNDARY / 55 ~V~ s FoR LoT ~ v ~ CAMA LINE % f ~ 1.795 ACRES ~P. 'O , FORDLOT 48 ~ ~ (45A'~ ,~~~0
7 ~°~s~. X7.72' ~ bb ~ ~ r ?~i "J ? - i~ ~ JU,I ~ ~ ~q ~li ~i l l I I R J f .1~ OA ~ ~i
~ 50' PAML CO R VE 1 ` p' ICH~,
N 88'47'39 W 189.40' 1 tIPARiAN BUFFER ~ , ~ ~ S 82 57 ' ro 1 ~'i ; 82'513,1"w ;5 85 2~g8~. 44Aj
o f ~ w \ V ' 144.2( 280.u3 \ \ 299.43' _ S 144.20 R- Kv r CU /
~ ~ ~ I IJ 88'47'39"W 579.46'(TGT) ,
~ a~~ < ,.404 WETLANDS ~ I ~ G ~ ~
1~ ~ ~ J ~ N 52'47'18° / N 52.47'18"W ~ C L CURVE DATA
`o ,a33 N 86'52 52 W 230.37 2 .I" ~ 41,87'(CH~ 41,87' CH ~ ~ Q i ( ~ R= 30.00 ~ -
~"',1 • Ali ~ 1. ~ ~ 1 54 f R= 30.00 ,Ll~ ~ ~ 900. ~ 1.706 ACRES I O~ r ~ CURVE "K" CURVE "L" CURVE "M"
JAG i` ~Q ~ j ~ •0~0~1". a5 S4 ~y_ ~ ~ O.~ ~ ~ OHO r~ / ~~G ' A - R= 325.06' y. \ gyp, O R= 310.00' R _ 238.82' ~ p= 90'00'00" 45'26'29" 199'42'19"
~ q ,\I~,~ ~ v ~ ~ / ~ ~ ~~1 ~ 9 L= 486.95' L= 189.41' L= 1133.00'
,~p1 0 Y ~ V 1.670 ACRES \ , 3B \ ~ c\~ !r JQ' ~ ~ 1 1 `V ~ P / `~~0 ~ T= 310.00' T= 100.00' T- 1871.65' = H= S 60'14'16" W CH= S 11'31'22" W ~ CH N 45'4113" W C
J ~ 9 1 4 48' 640.53' Q ~ ~ 438.41' 6.
~ l ~ o,,, ~ , v ~ ` •a i , i 7 2 _ a6 Q ~ ~l v~G v~G s ~ R- 25,00 o \ ~ ~
~ ~ s _ o ~ ~ s~R 1 1 ( •9~. 3? N 53'39 00"W ---.,.rte ly '\1g9 ~ ~ QP
Q--CAMA UNE ti 3~ . ~ ~ QB , 22.10'(CH} 22~ \ •07~ ~ ~ G Q (45)
o 1 50' PAMLICO RIVER ~~~A ( 52 3 303 , pT ~N 803p'11" \ / ~ Q~ rn 1 RIPARIAN BUFFER ~:,;~7/,• g I ,822 ACRES ~00'S? , ' ~8~.94 (CH W ~ ~
\ ~ ~~6 J
' i S ~ / 51 J ~r \ p N 88'28 25'W 195.66' i
V - p 9 .r A 38 ~ J Q^ \\\1.365 ACRES J R= 55.00' S 01'03'47"E S 1~ 0~~'tCN~ ~ ~
\ 30.00 (CH) 223':295 06 ` ~ ~
A ~ ~ 1 1D0' SD' 0 100' 200' 30D' ~ CALL TABLE
2,03' os ~ f ,29~W 32 ~F, - ~ 1 S 84'16 ,g 1 ~ , 1,06„W
~ ,O'l . ,p~ G~ i S ._03 ~ ' \ ~ ! 0, ~ •r ~ cc COURSE BEAf21NG DISTANCE GRAPHIC SCALE: t" = 100'
2 s8'•-h6 69 ~ ~''hp~ •`l~ _ 80'53'7"E 1 65'54'ii"W 118.54' (TOT) L-99 N L-100 N 36'46'33"W 143.06'
'o, 5e 1 i ~ i~ •^>~`0`l' S 84'19'50°E 17.92'(CH) ` I ~ : 1 ~ ~ \ ~ 0' 64.33 (CH) ^ R= 25. ~ I L-101 N s5os'15"w v2.os' SHEET 8 OF 11
~ ~ ~ v~ 50 ~ ~ ~ 49 ~ ~ - ~ I L-102 N 32'24'17"W 98.32' L-103 N 30'04'02"W 113.96'
~ \ \ ~ ~ ~ ~ (V~ ~ ~ I ~ A ~ ~ RES ~ 1 1.631 ACRES o i ~ 46~ ~ ~ J \ \ 1 ~ 1.428 AC ~ ~ ~ / I L-104 N 49'24'27"W 67.85' 1 L-105 N 28'00'21"W 81.51
L-106 N 14'08'47"W 146.63'
~,yliv ,~f i.~"i.~ ,f ~ I l ~ \ ~ i L-107 N 6`.i 14'09"E 59.16' L-108 S 68'05'44"E 147.68` - -
, ~ 5 ,l- / ~ L-109 N 2(Y'43'32"E 87.59' L-110 N 71.52'as"E 1BO.4o' REFERENCE: BEING THE PROPERTY DESCRIBED N DEED BOOK 1295,
~ ~ 48 ~ - L-111 N 11'13'32"E 89.90' PAGE 101 OF THE BEAUFORT COUNTY REGISTRY
\ ~ P 1 / to i47 / ) / L-112 N 51'29'35"W 74.34' L-113 N 08'26'32"W 220.01
o o, / i a ~ / ~ ~ ~ L-11a N 3133'37"W 238.71' BATH TOWNSHIP, BEAUFORT COUNTY, NORTH CAROLINA L-115 N 02'51'34"E 7x•00'
~`J`J` ~ ~ 'S~ ~ 50' PAMLICO RIVER 7 ~ RIPARIAN BUFFER i~ I L-116 N T,?'48'29"E 105.59'
86 ~ ~ ~ ~ .~..n ~ .g~. ~ ~ \ CAMA LINE ~ ^ L-117 N 32'aa'3o"E 45.51' owNER: GREENVILLE TIMBERLINE, LLC L-11 B N Bfi 54'07"E 142.06'
~ ~ ~ ~ 1. oS ~ ° ~u ~ got •rs• 1 ~ O L-119 N 19'15'43"E a9.oo' ADDRESS: 150 EAST ARLINGTON BOULEVARD, SUITE E L-120 N 36'51'12"W 78.35'(101) GREENVILLE, NC 27858
~ ~ ~ ~ / ~
h ° ~ / PHONE: [phone]
~ ~ .M ~ ~ ~ THE MEAN HIGH WATERLINE ~ ~ N ~ ~ / /
IS THE PROPERTY LINE. ~ ~ ~ Baldwin and ASSOCIATES SURVEYED: TS APPROVED: MWB B VEYING
~ O~ ~ / 00 ~ ~ ENGINEERING, LAND SUR /T1 AND PLANNING DRAWN: SC8 DATE: 05/07/03
9,S , N" ? 1015 CONFERENCE DRIVE
A GREENVILLE NC, X7858 ~ MWB SCALE: 1" = 100' (25~) 756-1390 CHECKED.
x.99 CAD FILE BAILEY POINTE FINAL PLAT
C&G FILE; BAILEYPT

N N 56'40'26" E
56.46'-
l ~ ; WEYERHAEUSER COMPANY
(99) r~ ~ S BEAUfORT 47 ~ 99) n.~ a4. ~ ~ q3s DB 475, PG 102
7F
9 R~ yam/ ~ 4' 36'
S.2 Opp ~70~67.~~0 ~ S R, COMMON AREA ~T S6.?80 ~ ~ ~66~7~ 0, ry ~
60 •66.70,0 (63~ ~ h icy (0~ ~ S 79'02'43°E
~ _ ~ C Q ~u 113.96'(CH) U ~ R= 280.00
~ ~ N 02'49'0"W--
62) ~ 38.83'(CH~ N 7T51'D4"E R- 30.00 38.83'(CH) 10' ` ~ N 89'12'47"E 229.04'(TOT)j ~ ~1 "51'04"E 7(" - - - ~ry~. 83'(CH) 10' UTILITY ~ 219,65' 'c~
R= 30.00 EASE 30.00 EASEMENT ~a I o N 7j. \ ~ ~
AI EY POINTE DRIVE I o 2 45'20" '
~ ~ ~ \ P / ~ F ry J \ 0 h ~ , \ 118' ASPHALT PRIVATE I t° R°g~38~(CN W tih°j ~ (60 R w I 462 0~ ~1 '4 1 4 I
~ ~ ~ ~1 Q~ ~ 1. 1. ~ ~ 7 0 `V ti `V 3 6 S - _96. 7'- -120.77'- ~ ~
_ ~ ~ ~ R 3.??, 4, rn r l~~ ~ • F. env ~ ~ 3 ~C X33, 064 ~ _ 1 S 89'12'47°W ~ R, ~C6 £ - - - - - - 30' MBL ~ - 9.39'
rn o ~ ~ `V ~ v ry 4 m Gj~ ,`L. ,O`L P h 0.0~ 3400 S 8T35'S5"E 1~ 0 37.82'(CH) lm
R= 340.00' 1 ~ ~ \
w > P ~ ~ ~ Q. r4, !
o z ~ ~ 48A ~ ~ z ~ ~ s ~ ~ , ~ ~ ~ o I o NITRIFICATION
~ ~ FIELD AREAS FOR LOTS 42, 43, 44 ~ ~
d ~ ~s ~1 ~ s ~ ~ & 45 TO BE ~ r~ COEACHEDOWITH ~ ~
tJ~ ` A O / ~ ~ C/L CURVE DATA r
n • 1 ~ ~ 3 » " "L" CURVE "M" ~ CURVE K CURVE I N R= 310.00' R= 238.82' R= 325.06'
55 S 52°47'18"E ~ `l0~ h~ b ~ N D= 90'00'00" 45'26'29" D= 199'42'19" I a
~ ) ~ ~h; 45A - 41.87 CH R „ R= 30.00 01~~F~. 1.462 ACRES Q> M L= 486.95' L= 189.41' L= 1133.00' I o T= 310.00' T= 100.00' T= 1871.65'
» 144.20 ,~0 `L ~0 I ~ CH= N 45'47'13" W CH= S 60'14'16" W CH= S 11'31'22" W p~`ti 1 438.41' 184.48' 640.53'
2' S7' 31 E G~ ~ Q~° .h~' 44A 0°L N 46' 15' 18"E N 8 ~ ~ _
35.86'(CH) S ?'?'35'11"E ~ N p~~C.g'16"E - - - - --R=-30.00'- 'S7~31»E 2=E.84(CH), , 48.30~(CH) ~ 1.300 ACRES RES
N 822p, TO1 CZ- 30.00 r' Fy ' R= 30.00 ,p~ 144. S`F~p,/ h~ •0~ 1~` ~ ~
.12 .82'--' 7 F4,~~} 404 WETLANDS ~ ~ -
r 1 . ~l 431 r~~ ~s .s _ ~ ~ ~ ~ 43A UNDARY ~ W ~ BO ----9'
0' 4iq~' 2.256 { 2.256 ACRE ~ ~
,moo ~ r ~ ~ "f~ FO 54) ~ ~ ~ h ~ G ~ ~i ~ 42A f W o _ h
soh ~ ~z r\ ~ e~ FF . , s o~ 1.697 ACRES I~ . t0 ~ 33 a I~ J
~`D q , ~,Q y, \qs ~0 A p, I~ w f T w 1
~ 2 L ~ .F~, •y B• q ~ O z Pti ~ Gj. A~(~ -t ~p N ~z17.8 E
O., ~ S~, 9 , ` ~ . 0 ~3~S,, 6 3g I F--
V ~T R h ,3 \ A B ~ ~a 33'!1, 9~, i Q w a ~ ~V w ti ~ 2,38 ~v,
~ 4 ~ ~ m ~ ~ ~e3~r
53) G ~ ~ •2 '~T ~ ~t ~ ~ ~ a h ~ _ ~ , SP F~ P ~ o ~ T
G P 16 ,1 , N 00 p v N ~ ~ _ o 0~ ~ t ~h~ ~ ~
~ • s~ 5 ~ ~ .S 6~ 'S . 0 ~ i
O / / ~~T ~00-- ~ ~
O. i ~ ~i ~ 355 ~6,W ~ ~ j 0~ 0 0 t~j~' i-S 24'50'50"E
~ R' •2~~~4N1 404 WETLANDS I ~ - ~ •8s o• 0 o R- 355.06; 13 0 ~C ~ BOUNDARY ~ ~ so ~O~s ` 19_76 CH
~ N 86' 13 33' W S 150 0 ~ I ya p. 100.30 (CH - ~d~, > j I: ~ I .00 R- 2 .0 '
- > > ~ ~ .o , o ~ (34) o ~ CALL TABLE
w _ _ - I ` 4.398 .ACRES 00 R, SSOp, i
> I I o 1 ~ ~ ~ ~ I COURSE BEARING DISTANCE
~N o~ 1 I a° ~ ~ ~ ~ ~ L-87 N 79'22'37"W 120.79'(TOT)
N~ ~~o. 50' PAMLICO RIVER \ I~ ~ I O RIPARIAN BUFFER \ I Q Z O ~ L-88 N 41'S5'S9"W 47.96' z O \ L-89 N 53'58'06"W 41.66'
> I N. i o:w ~ z 1 I a~ w ~ : ~ W T I ~ ~ . A L-90 S BTOi'55"W 95.33' ~ ~ w.. ~ ~ ~ 35) L-91 N 89'0T23"W 38.26'
48 0 / ~ ~ ~ ow ~ i ~ ~ "z ° ~ \ - 26.55' Q ~ ~U ~ ~ ~ L-92 N 70'07'08"W
4.006 ACRES / ~ ( ~ ~ 1 1.344 ACRES 47 ~ ~ I~ p ~ M ~ \ ~ A r1 ~ ~ ~ ~ L_93 N 29'34'45"W 26.25' N~ 1 ~ L 94 N 85'03'40"W 142.79'
1 ~ ~ ~ L-95 N 59'52'58"W 95.30' 3
~ 1.255 ACRES ~ 1 ~b cv N 3 N 3 ~ ~ 36 J ~ ~ L-96 N 85'03'19"W 136.72' N ~ ~ L-97 N 55'30'30"W 184.04'
~ I o ~ ~ '44"W 69.79' ~ ~ ~ ~ L-98 N 85 56 ~ ~ ~ - ~ L-99 N 65'S4'11"W 118.54' (TOT}
h ~ ti ~ i ~ / V / ~ ~ 44 O Oh 2.351 ACRES \ o o w ~ A
~ v ,L. ~ o M .~O / I ip CAMA LINE ~b• ~ q)• t c~ ~ o ~ - ~ ~ ~ _
~ a ~ 1.992 ACRES ~ry \ ~ 7~ (38)
I I h ~ ~ , / ~ ~ ~ ~ ~ 50' PAMLICO RIVER RIPARIAN BUFFER
~ Q ;w II V ~ / ~ } I h I ' / ry ~~M I f goo' so' o ioa' zoa' San'
O 1 N V / I ~ ,h ~ ~ ,ry 1.853 ACRES I / r~, of rn ~ ~ • = 100'
h ~ ~ L•/ Who ~ ~ ~ r ' ` ~i GRAPHIC SCALE.
ry ~ ~tl% 1 /1~/ ash I
~ ~ SHEET 7 OF 11
ry CAMA LINE / / O / i ~
~ ~ ~ ~ ~G ~ / ~ ~ / / 39 i \
0902 h ~ ^ ~ y~ ~ ~ ~ / / 1
9 .10.59' % ~ ' ~ SIG' ~ ` \ / ~ a n ~ ) ~ f ~ ~ N i ` _
59.20 JS ~ j I / ~ / a L-98 •0 , ~ ~G ~ ~ ) ~ N 1 a
0 404 1~€.TLANDS I ICO RIVER 1 / ~ ,Y' ' ~ ~i \ ~ l SRIPARIAN BUFFER 1 ~ Q' j REFERENCE: BEING THE PROPERTY DESCRIBED IN DEED BOOK 1295,
~ 75' CAMA I / i / ~ / PAGE 101 OF THE BEAUFORT COUNTY REGISTRY /
~9 ~ ~ ~ ~ 1 ~ SETBACK I / ~ Q' ~ t ~ _ I RTH CAROLINA o BATH TOWNSHIP, BEAUFORT COUNTY, NO (40)
42.96' 93.76' ~ ~~i ~ / ~ ~ ~ ~,w owNER: GREENVILLE TIMBERLINE, LLC
Jv~A /~J~J` 1-96 ~l/ ~ •~'"--~;:-.i Al / J~dl / M ~ _ .4 ~ I M S: 150 EAST ARLINGTON BOULEVARD, SUITE E c~ ADDRES
h . ~ ~ 1 ~ s' ~ 3 (.gS ~ ^3 1 ~'...7 ~ ~ ~ CAMA LINE h ~ ~ w o GREENVI~LE, NC 27858 32
~q~ 8.22" `o' ; ~.j / N ~ / ,N ~J ~ v `D PHONE: [phone] v ~
titer L-9 b s''• ~ ° ~ ~ r~ ~ C/Q[~ n~ , ~ ~ ! 4.7
G L ~ 6 ~ rn J~l~ 1Q0 , ~ ~ SURVEYED: TS APPROVED: MWB s Baldwin and ASSOCIATES J~ B -
e ENGINEERING, LAND SURVEYING
THE MEAN HIGH WATERLINE 8g 2~\ W RTY LINE. ' . ~ ~ ~J IS THE PROPE ~\e ~ ~ AND PLANNING DRAWN: SCB DATE: 05~07~03 ' ~ 1015 CBNFERENCE DRIVE
A GREENVILLE NC, 27858 (25~) 756-1390 CHECKED: MWB SCALE: 1" 100'
1-87
CAD FILE BAILEY POINTE FINAL PLAT C&G FILE: BAILEYPT
_ _ _ _

- wMMUN AREA - 1
or-1 CUR N 25'16'32"E 59.77 '7'
N 89'12'47"E ~a°~ ~ J° , - -9.3fl' - - -
s 8p'1Q3~ e`' I 4$.03'(CH E H
R; 4p2.0 ~ 64. \
TA 432 \ Ir C/L CURVE. DA ~ - .12'47°E s I N 89 \ S , 1
12.00' v~ 4 g7S .1~ / S 6 s WEYERHAEUSER COMPANY 64'43 BEAUFORT 47
CURVE »J~ 1 S 67°09'21°E, 329„ •~4~ ~ 443' 1 34,00' CH f I ~ S, 57.E DB 475, PG 102
R= 432.07 ~ ~ S 7745'20"E R= 40 .0 68S I 26'03'44" 1208.38' (CH) ~.~9 9 ~4g, I ~ \ C \ CQ 976,8 ,
L= 196.54' ~ I R= 462.07' 8 (rpp I 1 O~ r= 1a0.oo' i ~ ~ E ~ MM ~ ON
CH= N 7745'20" W ~ I j , ~ e e qR ,,q ~
194.85' ~ ~ j ~6 , _ ~ I ~ C ~ N ,o ~
/ r W I / ~ ~ ~ R/ w / ~ YV J` i. I ~ / ~ ~ ~ \ 7 , R/ ~ A • ,,0
8 ~ \ N T
i OW v a 1 ~ ^rn / 3~ ~ Z 1 1 ~ / o 34 qs F s94 py ~ ,o, W
/ ~J I ~ '~F T71i rn ~ p ~ \ MF n- rn o
w w l ( ~ 1 \ w= N I ! , 1 s ~ R/~ Hr = rn \ TF) ~ rm
I ~ 1 ~ ~U N I ~ Ili, ~ i I r--...`
/ ~iy7J}"~ /i / ~ Z ~
wQ ° I rn II ~ / ~ (43A} 1 0 l w v ~ ~ N 70'32'42"E / a ~
I 3~ E ; az / o / 1 \1 R= 30.00' / C'~~ a
~ _ 1 2.378 ACRES ~ W. / I I S 19'27'18 E~ /S / ~MM~ I 42.63'(CH~ ~ 64. ~ o /7
- ~ 33 I v I ~ .>>t I ;o '1 1 .>'1 I R= 30.00 / 77~3~ „ o ~~'E~~ 1 I , / .28T F ~o'
\ 1 3.627 ACRES l / 50' PAMLICO RIVER \ I S ~'9 ~ 1 / l / ~ / ~
RIPARIAN BUFFER \ ~ ? 1 'o~,cp ~ / / % ~ r v, ~ . / ~Q / ~ o
l ~ i ~ I /
~`V ~ S ~ ~ I ? 3 , ~ ( 1 I / 4 3 f ~ ! ~ I I ~ ~•7 i / ~~,o~
~ a .86, e I j I I FI sg ~ v. _ , 1 r''~ i
V tit . ~°S(r ~ I I : - j ? 31 p ~ ~T v I f I
~ i I 4.859 ACRES ~ ~ ~ Q W ~ l `ti
~ ~ ~ ~ - A CAMA LINE ~ / / ~ of ~ 1 I Q \ ~ \ :I N ~ ~ i l 1 ~ I 50' PAMLICO R VER ~ O , w/
(6 ~J P.h`~ 1 369 \ ~ ~ / N \~/j. I RIPARIAN ~ ~ , 10'I PREASMENT V ~ / ~ ~ vtv ~ / / ~ I I RIPARIAN BUFFER ~ ~ ~ 1 h U ~ / ~ 1 ~ ~ ~
N i l i 1/~ w I ~ ~ ~ I f ~ / .~`4r
~ /y ~ N ~ ~ . / . 1 I ~ ~s' n, I t / ~ ~ \
~ ~ ~ •0 \ l l,-~i 1 ti 0- ~ ~ ~ ~ ~ / rn / o• / • C v N 72'37'40"W ~ \ ! / ~ CAMA LINE 1 ~ Z / / ~ I / I ~ ,1 TABLE ~ I 1 CALL
ti R , SO d ~~g 41.33'(CH) 34 ~ ~ ' \ I ; ~ i~ ~ p I 50' PAMLICO RIVER ~ I 1 'i RIPARIAN BUFFER ING DISTANCE
4S' A 00' ~S ~ \ I ~4 ~r 0 Oj. 3.372 ACRES \ ~ ~ 20 ~ \ ~ ~ ! S 49'05'54"W S 49'05'54"W ~ / ~ I ~ COURSE BEAR
Op.S2•. '9~l ~ ~ ~`~'v~, ~ 22. ~ ~ f 19.76' CH ~ ~ Qp ~ ~ vl~ ~ 1 _ 19.76' CH) ' ~ A •1 ~ L-57 N 49'03'24"W 45.36'
55 N ~ ~ ~ ~ I R- 2 .00 A~ R, 3283 \ ~ 1 R= 2 .00 hV'r ~~m \ •J \ I L-58 S 28'22'S8"W 72.07 V A . ~ 27) L-59 S 53'46'24"W 67.06'
/ 9 0 \ yA I N 24'50'50"W L~ ~ •Sp~S3•~Y ~ ~ ! ry ~ 1 ~ L-60 S 19'12'30"W 64.58' ~ ~ / 0,,3• ~ N 02'31'51"E o L-61 S 43'45'50"W 57.40'
R= 25.00 FJ ) 63 , ~ \ ~ ~ 1 a= ~?poj. 9 3 30 ~ A ~ A ~ ~ ~ ~ ! ~ = Z a 19.76 (CH) 1 ~ a; L-62 N 81'22'05"W 86.78' ~ R= 25.D0 N L-63 N 42'51'12"W 67.91'
R, N L-64 N 51'18'27"W 36.42'
10' UTILITY ~ ~0 Sp ~ ~n' 1 ~ EASEMENT - v` v' f 9 ° Op ~ I ~ ~ ~ ~ N o N`- 5S. ~ > ~ 1 I~ ~ -65 S 65'51'56"14 31.62' r~ p ~ L N o 0 3p ~ I ~ L-66 S 46'05'03"W 25.61'
w W w~ 0.0. F I ~ ~ ~ ~ tt . ! ~ ~ fq ~ V ~ ~ N ~-67 N 71'41'12"W 73.40' ~ S 6, S`M RAC A N N L-68 N 19'15'36"W 5t '3'
~ o o r ~ I .~li / ~ 1 N 14' S3' S1 "W ~ o ~ •o ~ S~0 1 ~ , i ~ t~ ! 6 477' f \ - ~ iD ~ L-69 N 01'19'31"E 233.68'
25.37'(CH) No or o.~. J ° \ ~ t ! S~~' \ ~ W .o ~ L-70 N 09'0T23"W 102.35' l \ ~ L-71 N 21'18'21"W 44.66' "E •
N 6719 23 ~ ~ L-72 S 3T5T15"W 17.59' 011 ~ 72 90 (CN) \ ~ p S 00'00'00"E 61.43' 1 L-73
~ 1.639 ACRES 20~0~, ~ o ~ ~ \ ~ `G~ ^'r I ~ L-74 S OB'3T27"W 60.12'
.~~"`G 1 I1 ~ L-75 S 22'16'09"W 42.82' y`Oti_~ 28 1 I • L-76 S 16'24'56"W 111.71'
ro / ~ oTF It. ) 'S ! ~ 3.951 ACRES ~ 11 L-77 S 14'29'45"W 126.56' ~ / I ~ L-78 S 32'49'49"W 90.26'
S ~ I ~ ~ ~ / ~ L-79 S 38'11'S2"W 165.48'
7 I r h / ^ s 9' 1 k . ~/i' . I ~ ~I ~ ~ / L-80 S 37'52'34"W 82.67' .3 / L-81 S 41'S1'19"W 84.33'
~ 'p h~ ( ~ C~+~,I ' W t' ~ n; ~ h. / ~ ~ L-82 N 83'06'48"W 95.42' h~ / L-83 N 60'O6'33"W 116.05'
iv \ 1.918 ACRES ~ ~ I / y• I/ L-84 N 55'5721 "W 118.79'
o \ o , ApF ~ ~ , I ~I 3 z ~ ~ F •o . ~ ~ ~ ~ o f ,1 ~ ry~rya _l rj L-85 N 65'00'08"W 125.76' ~ ~ ~ ~ L-86 N 46'29'36"W 79.70'
I p~ ~ ~ ~ ! , ~ I ~ ~ h I L-87 N 79'22'37"W 120.79'(TOT) ~ ~ CA61A LINE ~
COMMON ! ~a \ I ~ W I 1 /
AREA ~ ~ 2s~ h I I 30
l 6'" ~e9 k ~ ~ I ! 11.839 ACRES ~ 29 / ~s. ~o j ~ ~ I II tES ~ 29 ro m p I I N Ov I I I may// p
37 N i I. l ~ I 1 h ,I 1 j I 1.565 ACI o ~ ~ I I ~ 1.565 ACRES ~ p ~ ~ I ~O WETLAND
~ 2.292 ACRES ! I ~ w n 1 I ~ I '~75' CAMA 1 .MA % ~ o~`~ I I: ~9`c
~ o s, ~ I I 14~ (u r ! j , I SETBACK CK / N v I.~ ~ to
I ~ i m ~ 38 i I 1;`~ ~ I I! f f ~ tI~
O ~ 1.873 ACRES N 1/ 1 1 i~ j N I N I ~'1 SIG ~ I tP~, J I ~
~ ~ ~ ~ 3.018 ACRES ~ ~ ~n ~ ~o.o' ~ I ~ ~ ~ N ~ o / i T / ~ Ili 1 I N, I r. ~ / I 1 ~ I 100 200' 300' ' I 11 ~ ~ I 100' S0' D
IU ~ ~ \ ~n J / \ CAMA LINE ~ ~ I >y, I ~ ~ / ~ / r / 04 ,WETLANDS N I IDS ri I t. ~ I.,~ ~
Z ~ ~ ~ ~ ~ . BOUNDARY, , w, I ~ W' I ~ ~j/ ~ h0 S~ ~ GRAPHIC SCALE: 1" = 100' ~ I .JIG, ,
~ V I 1 0 / Soo' i' l' ~ I" I ~ JG~ '1 1 0 50' PAMLICO RIVER I ~ ~ / ~ ~ I ~ ~ f ~ ~ \ b RIPARIAN BUFFER I \ / ! ~ !I I ~ ~ 11 i F ~P N Y ~
~ Q 1 0. 1 il;~ ~ ~ k ~ ~ : 1 V~~•_~~ s ~ ~ 1 1 ~ A 1 ; ~ ~ ~ I 1 v s 11 /~1 rn ti~ SHEET 6 OF 11
~ ~ rn hs, ~A~~ 1 7 1~ u
h ~ ~ j 1 1 t', ~Il l 1 ~ ; c ~ 1 ! ~ ~ ~1 a ~ 1
~ I / 1 ~ I I ~ ~ .00 ~ ~~1- ~ ~ J a ~I
~ rn ^ ! 1 1.415 ACRES / \ ~ L ~ ~ h / t.,6~s Ey ~ J ! h~ N r -
M 1, ~ ` ~ I X404 WETLANDS h ~
~ CAMA LINE ~ ~ ;3' t ..t ..w ~ X63 f~' REFERENCE: BEING THE PROPERTY DESCRIBED IN DEED BOOK 1295, ` 6 PAGE 101 OF THE BEAUFORT COUNTY REGISTRY
~-sZ
\ ~f .~`I~ rn 1 \ sic / ~ y. ~ t S ~ ,w, ~ BATH TOWNSHIP, BEAUFORT COUNTY, NORTN CAROLINA
• ~ ry/~' \ 75' CAMA \ ~ ~ ~ ~i o, 6s ~ ~ ^`0 ~ SETBACK ~ \ f s. ~ ,~n~
owNER: GREENVILLE TIMBERLINE, LLC
Y CREEK R INGTON 80ULEVARD, SUITE E BAILS ADDRESS: 150 EAST A L
\ c\ ~ cp { ` `I / % THE MEAN HIGH eS ?6 ~ I / WATERLINE IS THE GREENVILLE, NC 27858
)g • ~ ~ ~ I ~ J"~~ PROPERTY LINE PHONE: [phone]
,v~n_ I ~li v ~ \ ~ j ~o
1 i ~ Baldwin ana Assoc~A~ES SURVEYED: TS APPROVED: MWB B r VEYING
BAILEY CREEK S~. 1--~ ~n~. ~ ENGINEERING, LAND SUR DATE: 05 07 03 i AND PLANNING DRAWN: SCB / /
~o,o 1015 CONFERENCE DRIVE
s A GREENVILLE NC, 27858 CHECKED: MWB SCALE: 1" = 100' [phone]
J~>~ mac-'-._...f ,y~ ~lJ~~ CAD FILE BAILEY POINTS FINAL PLAT
1-82 C&G FILE: BAILEYPT

\ oM ~ CALL TABLE
M~
N ARE ~ COURSE BEARING DISTANCE L-35 N 55'26'491V 237.32'(TOT)
~ q ~ ~ h ,o, Cp L-36 S 68'48'05"W 47.52'
MM s6, L-37 N 66'30'ii"W 70.92' L-38 N 75'39'51"W 324.95'
FgSF~7( Q/1/ 4 43, os MFti7'~' q s1,. \ p 64, \ l R E L-39 N 42'30'34"W 108.90' 1-40 N 82'10'431V 63.13'
4 ~ ~ g13 3p ry S R, I. 467 , L-41 N 6T20'02"W 90.30'
L-42 S 83'10'10"W 124.85' L-43 N 63'53'30"W 78.57
~,Q Q, E.. 18 ~ S 8, I6. ~4 ~ 64.4 ~ (Cyr, L-44 N 25'54'27°W 85.84' L-45 N 28'16'45"W 116.54'
k/ gI33o CU ~ L-46 N 54'48'13"W 77.09'
~ S ~ ~ EIP L-47 N 48'39'48"W 32.40' EIP L-48 N 00'00`00"E 84.80'
~ ~ \ 6I.4 ip ~ CONiR lv V ,tom 8S 4?~ 74" ~a CORNE ~ CONTROL L-49 N 73'46'52"E 66.65' \ CORNER L-50 N 58'26'47"E 75.10'
ry R, I (CH f ~ CU ~ .t` .h , gg ~ S 15. ~F r S S L-51 N 04'00'15"W 53.91'
~V ~ ~ .35, 713.©O~20T'' H° ~ vR. 1v ~ ~ o R, 9 Cy f ~ ~ 92 0~,, ~`~9qR, L_52 S 45'55'45"W 110.03' 24p~, L 53 N 88°32'1D"W 80.96
Q- ry 3 ,3 X46' J9, z ti ~ ~S \ Ao F 3A6' 3,q, L_54 S 76'03'51 "W 60J2'
~ I s . ti p~C'yF L 55 N 76'52'43"W 63.78 ppJ ~ L-56 S 72'28'381N 85.42'
~ ! 501PARI~ANCBUFFERR O 94 6~~8•. !f R rn 2 ~ ~ ~ M1 !f A-1 S 86'5720"E 30.18' \ / A-2 S OD'24'54"W 39.55'
i ~ v' a(>~.yF ~ ~ ~ ~ .aC~ ~ / - " A-3 N 88'00'S9"W 32.05'
~ 0 1 N 50' PAMLICO RIVER _ ~ } \ 1 ~ RIPARIAN BUFFER ~ A-4 N 03'06'58"E 40.10' WEYERHAEUSER COMPANY A-5 N as'S7~zo~w 77.61'
m ~ ~ 27 ~ z ~ BEAUFORT 47 / / / DB 475, PG 102
O ~ w CAMA LINE 11 11 3.354 ACRES ~ ~ ~ • a
1 ~ w % ~ ~
1
.f,/ ~ ~
' ~ / 1 / ~P r'v`.
rJ ~ 1 C, ~ y / ~ J 0 1 I 1 I; y` / r'; / /
w I CEMETERY ~ ~~AMA LINE/ ~ uNEi ~ ~ ~ ~ ~''m, s~: C L CURVE DATA ~ ~ ti1 cv n rn ~ F
co ; l I A- A~ 1 7 ~ • l I 1-- - 5 1 ` I -i W ~ W G I
281 ° ~ ~ ~1d p l I i ~ N ~°o .N CURVE "E" CURVE "F" w y~ ~
A • N e} ~a? t^ s 'l ~ ~ ~ R= 2055.14' R= 310.86' = 6- 35'39'54" 11'30'05" ~ O
a ~ ~ I L= 412.54' L= 193.50' ~ T= 206.97' T= 1 D0.00'
i ~ I ~ ~ 1 I S 24'51'00' S 24'51'00"E J CH= N5T18'31" W CH= N 45'13'37" W
1 I ~ ~ ~ ~ 1 ~ 64.04' CH ~ ~ ( 1 ~ ~ - ~ f ~ ~ ~ ! _.1 I R= 721.2 64.04'(CH~ ` ~ 411.85' 190.39' R= 721.23 ~ QG,-~ ~~9,p "
~ :I I 26 1 1 CURVE "G" CURVE H
~ I ~ , ~ / ! ~ ~ I I 13.487 ACRES~• : ~ ~ ~ ! ~ ~ \ - R= 310.00' \ F' R- 691.23'
ro I I / ~ j 1 c, \ Q= 18'30'00" 4= 70'30'00" a ~P~ S L= 223.19' L= 381.44'
N ~I 1 I ~ ~ ~ ~ ~ 1 •p v`~ >>AS• T= 112.57' T= 219.09'
~ ,p\ ~0~~~ CH- N 18'08'39" W CH- N 44'08 39 ~ ~ ~ 222.22' 357.83' ~c
ti
•i ~ a0 S ~ + ~d 6. EIP CURVE "I
50' PAMLICO RIVER ~P;p,~O. ~ CONTROL O RIPARIAN BUFFER .~~5, CORNER R= 169.35' "O ~ p' 7 ~ D= 14'40'11"
• 1 SETBAC i / .7 00 ~ ll~ I M O \ A ~ 0., ~ ~ L- 196.98'
i ~ / ~ ~'y F x\ ti ,.l T= 99.03' M / ) ~ Q`~ CH= N 72'03 34" W ~ l i iry /
~ / i s 5\ (6 ~ q/ 196.44'
~ ~ ~ ~ ~ ~ ~ I ~ ~ ~ o h ~ 125 I ~ ~ ~ / ~ R36s 7~0 ,
~ ~ 1 ~ ~ ^ ~ ~ 3.150 ACRES I I 34 ~~H F 97 1 , 0 I 11 o~~.2, 8 1
~1jC ~ ~ ~ ~ ~ b~ J;' / I / I ~i ~ ~~1.~ 49' 4 L-53 ~ I~ ~ I 1 / ~ / 6 T
x,56 L~55 ~'S L,49 ~ / / / / ~ / SIG , (T /Q o4, / l / / 1 3\, 20 p0'•
~ ~ ~ / ~ [7 J~ J~~ ~ ~ ~ yc ~ ~ i ~ ~ t. \
~ ~ III / I ~0 ; ' l' t . - ~ / i ~ ~ qTF s s . X57.
/ y / fj 11 ~ 7g 334.. ~ ~ ~ ~ ~ o 7p . p•Op, S 6 . F ~ ~ I h ~o ~p 3p3, 833
l~Jvl ~ ~ ~ I E95F . 34 ~ 6~ •
~ ~ ~ I ,pry MF,yr ~ \ F J o ~ I •o o` S3
~ ~r,`l ~ / ! ~ 24 ~ ~ 1 ~ ~ ~ ~ 1 ,~o ~ ~ 2 ~j. ~ ~
~ ~ / / 24 ~ j BA/L EY 'REEK ~ / ! ; ~ R S ~b 9~,~ / / 3.~32~AC~ f ~ ~ I ~ 32 ACRES \ ~ ary 22 ~ O ~ l ) I JQO
ti s / ! ~ ~ ~ ! ~ h~ ~ { ~ O ~ 50' PAMLICO RIVER O \ ~2 I ~ I \ II /1 1.755 ACRES •O RIPARIAN BUFFER ~ \133 II , S
J~l~ ~ ! / ll•~ ~ sc ~ .S~ ~ ~ / ~ O t 3 S8. EIP ~ / \ O ~ N ~ I R 48 16 CONTROL
~`~i ~ f ~ I \ /h y I I ` 3 , 0 CORNER
's• ~ ,y~ II ~ ~ ~I i~ / ~ f, 1 I ry ~ ~I \ 21 ~ I I ~ ~ t I 208 rc6F s ' ~ , a \ ~ \ rn I \ ~ s N I 23 I i I I ~ I I F% . 74) S8.
~n ~ .I \ ! ~ ~ ~ ~i ~j`ti ~ ~ ~ ~ 1 , f ~ 2.308 ACRES ~ I ~I ~ ~S S / 33. ~ ~ 1.848 ACRES ! / / / ~ ~ I .3 N I II, ~ ,1 33 62 , CG ~ 3S~S7"
~n~~~ll ~ ~ ' ~ ~ ~ ~ / / ~ I I ~ I IU, .I R, 0623, RLF 2 F i/ / / / I I l~O w ?os csF i ti ~
~ ~ SIG ~ p. / l / ' ~ / I 404 WETLANDS o , L .741 - •S9
~ o' zoo' 300' i~'-~ \ ~ _ ~ 0
~ ~ 40~"~M1? LANDS E: 1" = tOD' ' ~ ~ ~ GRAPHIC SCAL p `.SIG ~ ~ / ~ l i / \ i ~ ~ ~f I 1 ~ ~ h° ~
~i ~ ~ 11 CAMA LINE ~ ~ / / / / t / / ~ ~ :1 / I V ~ \
J~J. ~ ~ ~ .46.4 ~ ~ 4 ~ ~ ~ ~ ^ ~llt / / y~ n / / / / / ~ I I/ ~g I CC 46 ~i \ / . / / / ~ / I V
SHEET 5 OF 11 ~'4s 4.43' ~ 42 ~ 9 h / 1 / / ~G.~l ~ ~ i ~ ~ \ 2 ~ ~ ~1~~ / / ~ h 1 1 1 / :'7 20 1.950 ACRES./ / / ~ R
HIGH THE MEAN HIGH ~ aa.51' 1 62~ y ~ ~c ~ ~ 1 / / / ~ / 1 1 ACRES ~ ~ ~ ~ f
WATERLINE IS THE PROPERTY LINE _ ~ 1 / / . .so / ~ / f IS I THE L a0 ~ \ ~ t. 1 1 / / / ~ ~ ~ .//f f G
~ ~ ~ ~ ~ \ 7~ CAMA • ~ / /
.ti,~~ ~ ,.`"1~.SETBACK o,'~'.l / / / ,~0 ~ ~ 1 ~ o ~
REFERENCE: BEING THE PROPERTY DESCRIBED IN DEED BOOK 1295,
PAGE 101 OF THE BEAUFORT COUNTY REGISTRY ! t~~~ I~ % ~ V ~ I v ,y. h
COUNTY NORTH CAROLINA BATH TOWNSHIP, BEAUFORT , ~ ~ ~ ~ ~ ~ ~ I ~ CAMA LINE\ ^~6
217,68' ~ ~ ~ ~r~ ~i ~ \ ~ ~ ~ 1, / ~ ~
owNER: GREENVILLE TIMBERLINE, LLC 1 so•o3' ~ ~ ~ID.~ :1 I ` 1 g ~ II ~
SS: 150 EAST ARLINGTON BOULEVARD, SUITE E
ADDRE GREENVILLE, NC 27858 /~J ~l ~ n ~ X37 ~~j6 p ~
PHONE: X252) 355-9288 BA/LEY CREE
SURVEYED: TS APPROVED: MWB Baldwin and ASSOCIATES as
B RVEYING ENGINEERING, LAND SU SCB DATE: 05/07/03 ~
AND PLANNING DRAWN:
1015 CONFERENCE DRIVE A GREENVILLE NC, 27858 CHECKED: MWB SCALE: 1" = 100'
[phone]
CAD FILE BAILEY POINTE FINAL PLAT C&G FILE: BAILEYPT
_ _

COMMON ,\EA~S ~6'?S' „
so. a E 91 S'2r°F ~ ~g~ i ,
w 6? 21 s C/L CURVE DATA 1.27
\ 00 ~ ~ ~ s COMMON AREA CURVE "p" CURVE "E"
~ WEYERHAEUSER COMPANY \ ~ ~ ~ ar~ ~ 7g 22 O6" R= 310.00' R= 2055.14'
\ \ BEAUFORT 47 ~ ~nN M~ DB 475, PG 102 0~ ~ ~ ~ f 103 ~ 126'28'53" 11'30'05"
\~D S ~ • ~ \l1,7~\ S z o ~ w 8' 7g (r07 SEf S L= 684.33' L= 412.54' o ~=o ~ 'e NfE7 3 T= 614.78' T= 206.97 ~ o M OF` " Ar 1
s~ \ 0 \ cn \ \ q 26g. ~ , b - r`v o 1 CH= S 65'12'05" W CH= N5T18 31 W N J ~ » 553.60' 411.85' N
v v~F o~rc ~F ~ ~ q s,yJ b~6. . E I s7 8 ° ~ u 7.52'
\ S Q. ZM~ / N 32'42'25"W
\ ,~0 9 33. ~h 38,83'(CH~
0o CG s,., Q,o COMMON AREA r ~ R= 3o.oa so COMMON AREA
,'pi, F ~ ~ Fy F , ~ a C~ ~f \MB CAMA LINE / C ~ S 73.0 ; \ N 83°40'31 "E ti '7 22I 19.76 CH 1 ~
~ s ?8s- ~ l19) ~S?• (6 .N 5 (6 ~Y ~3 R= 25A0 S ~ 0 E s~
~ , . ~ . `G ~ ~ s. ~ ~ RAW M o ~ ~ ti , ~ , q ~ ~ s r R
~ ~ o ~ 0? r~ s,, o• CI ~\l P 6 k '2s• s i ~ "404 WETLANDS 9•• As R ~ Pyq C` . ~ F 50' PAMLICO RIVER I BOUNDARY
rn ° h p~ S,yJ ~ ~ 3 . F ~qS G7 G F~~ \ g• y. \ S F % w,~ m h ~ o , s , FN ~ ~ P~- C ~ ® 0 ti~ RIPARIAN BUFFER I ~ / >v,. U o 3 p yc R o RI T ~ ~ ~
o s r ~ ~ = U y 1' ~ I NiROL ~ Q -W ~ \ 'A EP CO ~j ~ 27227 ~qre ~ ~ ~ ~ 3p~•36, W~ ~ ~ i N ~ 'A w to M ~ ~ ! ~
~ w > ~ G ,,l~ 0 CORNER ~ P ,•F, ~ o z ~ ti 3 s ~ ~ . ~ti~~'Y~> / tea: ~cA° a 'rn ~ 9t S 75. l l G ~ ~ ~
N P ~ h 0 ~ 6~ l 0 ~ ~ ~'.W. .a ~i rr RI ~ uW. v+'.~''. N 49'45'26"W 163j'27 f l l: 1. ~ ~ ~ S. P o o n 19.76'(CH) N 3 00' % ~ ~ ~ n.
a a J ~ R% ~o ~°o~ ~ 'o ti's oo~ic^ R= 25.00 307$, / ~
N 35 2 2 ~ ~ ~ .y ~ ~ ~
1.238 ACRES ~y0 Rv~ ,,~0 N 29'23'15"W G~ ~ ~1, v' ? l'" ~ 0' v< v! . s~• ~ ~ I ~ ~i ~li ~
_1\ .~0 38.8~'(CH~ / hg5~~000 F o \ R- X0.00 / 5 669~yb0' gs~,R9i
`~~s°~ ; moo: / ~ ~ CONSERVATION ~ ~ ~ ~ F~~~ ~ ~ ~ s s . EASEMENT 4_ q
~~F o. N: l ~ . i n~~ IDS ~ ~ ~ ~ o?,; ~
_ . , ~ ti t o ~a o w i ~ 404 WEl'IANDS ~ ~ ~ I ~ao~,o ~ R BOUNDARY r ~ F / ~ b
~ ~ ~ I .Ob h~ h~ aka ~h~"~ Oti- ?~?SS• Ig?SS~O . ~'y N; O 2.493 ACRES l ~ l 7g ~ ~ ~ 1 t ~ e9 ;`~S. sin
6~~ / 1.165 ACRES ~ ~ h• ~ ~ Cr 1~~ 1?. 0 ry ~?3.S0 0 g ,~h' b ~ ~ `V ii Z Il ro ~ d ~ ~ 3 r' g' X03, 1~ ~ ~ ~ ~ ~ ~ ~J ~ I~ °oti F ctiJ F I C,, TO s_nn
\ ~ S 1 1-, I T
~`3 ~ \ a ~ M- ~ ~ ~ 5 J ,~2~ h \ ~4 ,~W ~ V N o 3.026 ACRES ~ \ _ 3.367 ACRES O c~j ~ ~ 11 ..026 ACRES ~ ,l\ '0' v ( 1. ~ I ~ti
\ \ \ \ 50' PAMLICO RIVER ~n ( ~
~ , ti ~ . 1.337 ACRES .,1~ ~ 3 ~ ~ ~ r, ~ ? k1 \ ~ RIPARIAN BUFFER srj F ~ ~ I ~ 1 A O,~ ~ Q ~ 1 1~ 1 ~ ~ t ti
Ij \ \ ~ .tih ~ o ~ ~ Q ~ N 4~6 ~ ~ ~ S , S, ~ ~ ~s
~ „w 1 \ I
M 201 2 ~ J ,a,~1 cn Qs o 1 l ~ \ i l: i 1 1 ~ 'v \ ~ ~ ~ i ~ ,v. n
N y!!,.1--~ ~ ,~a~ ~h Q'~ a ~L ~o SIq. 2.058 ACRES l ~ ~ ~ ~ ~ ~ ~ ~ I ~ ~ ~ ~ l V ~ \1 I 2 ~ ~/i !
CAMA L r~1 ~1 w~~ CO .)~Q j0 , x`91 F ~ ~ ~ ~ 1 ~ 1
i \ ` ~ ~ N 2.645 ACRES I ~ ~ ~j ~ v 6 ~ I ~ I I> . n~ti
~ ;1 ~ b ,~6 1.303 ACRES n, R, q S ~ m ~ ~ I ~ ~ ~ r ~ I ~ ~ ~ m ~ o• ~ ~ I i ~ ~ ~ ~
N "I ` a'~~. 0~ ~ ° Sg•0p' 46S~'3 lOT ~ CAMA LI 1:1 S0' PAMLICO RIVER ~ ~ ~ ; ~ ~ CAMA LINE ! ~-N oA 3 1 I ~ ~ ~ ~ , ~IG `J~ ~ ~ ~ 1\ \ 2.506 ACRES / I 1
RIPARIAN BUFFER N0; Zn tiJ S ~.A ~ V \ N / S ~ l
~p ~ , 6• 1.350 ACRES I , ' ~ . o ~ ~V ~ ,h Z ~ ~ u0 j ~.r
tititi 1 ~ , 14 w ~~~5. ARS - CONS ~ p + ill N P CONSERVATION ~ ~ ~ \ ~ i ~ ~ /
`l `l 2.239 ACRES ~ ~ to 'p 0' y EASEME T N ~ w, / f/ ~ ~
~ > y`, I ~ L~_ 5 h~ "~o rJ~ ~ti, F ~ gyp. j~ UG t Q ~ i \ ~ / ! M ~ ~
t V o ~ J111 U' ~ \ f I l rv'~ (P Z S'. ~l
~ i 1 ao N ^O' ~M ~ ~ OT ~ ~
o , ~ 1 1 \ / 2.059 ACRES N N ~ ''w o N ~9 0`''• ~ \ _ J ~ ~ ~-y l O' U~ r*i 0? ~i i9 ~n 1.407 ACRES ~ ,;;W~ li t ~ f ~ ~ N ~ .v'
i '~s~o, N~, ~ ! CONSERVATIO / ~ ~ ~ ~ ~ ~ ~ ~ ~ _ CAMA LINE ~7~' EASEMENT
~ J~ q' 8.52' O N JII ~ ' ~yG ~ ~ ~ ~
~ p, ~ L- t 7 L ' ; ~ r7 ~ ~ ~ ~ 75' CAMA ~ S 6 inn ~6 ~ \ ~ ~ ~ n~,n ~ ~ ~ \ ~ ~ 'SETBACK
r" ~ ( `V ~ W 2.946 ACRES ` ~
/ ~ ~ t 1 / I ~ ~ / ~ / ~ ~ ~ 75' CAMA I ~I. ,a F Mn ~ I ~ ~ I r
~ ~ / i ` 2.164 ACRES ~ ~ ~~aETBACK ~~f; rya ~ JY/~ ~ f ' rya ~ 404 WETLANDS_.__ _ ~n~ J a~ ~ ,vin s s ~ ~ ~ ~ _ ~ ~
~ 1 Jvln J~;nA ~ ~
0 9, 0 N ~nl` 97 ~ ~ ~ ~ ~ ~
~ m ~li ~I 1 1 i'~~" f~l I 1 ~ ~ i~ 1 i I v /~~A 1~4 ~IJ~I~ J~J~~ ~ L-13 v n ~n
L_ 12 32.50' 49.75' L-11
s, ~ s A~ I ~ ~ ~ I ! i ~ ~ O ~;I I~--. i~ ~ W ~ ro
~ I ~ gyp' ~ CAMA UNE ~f ~ ~ ~ ~ ro ~ / N ~ 00 ~"~`J`
WESTERN LOT LINE OF lOT 13 ~ ~ 404 WETLANDS i I ~ I ~ 11 ~ I
IS END OF CONSERVATION EASEMENT ~ ~ +r ~ N s~ \ ~ ~ ~ \ N 1.543 ACRES o t>~ yG~ir`.
~IG~~a!~ ~ ~ ri ~ ~~I ' BEARING DISTANCE 100' 50' 0 too' 200' 300 COURSE
~ ,M , ~ ~.l ~ ~ ~ 1 1~~ N ^ ~ 1 tY ~~a ~ ~ ~ ~ ,I l1~ ~ L-1 S 38'31'43"W 119.20' cw~PHfc sca.E: _ goo' L-2 S 11'41'06"E 65.46'
~ ~ ~ ~ ~ ~ w W (1a / ~ ry ~ ar--75' CAMA ' l`~"` L-3 S 03'43'OB"W 40.88'
~ ti ~ SETBACK ~ ~ i ~ m / (,2B ~ ~ ~ ~ I ~ 1.656 ACRES N / ~ L-a s 3T10'27"W 87.77 SHEET 4 OF 11 L-5 S 0740'41 "E 79.39
~i ~ M I ~ O rn / I ~j L-6 S 34'59'31"E 46.24' iv L-7 S OT58' 11 "E 38.25'
~ L-8 S 32'29'50"W 207.30' J
CONSERVATION ~ ~ ~ ~ x ~ i / T 50 PAMLICO RIVE I-_ EASEMEN RIPARIAN BUFFER \ ~ / i I / L-9 S 18'08'20"W 229.98' L-10 S 52'39'07"W 120.08'
MEAN HIGH WATER LINH 0 ~ ^ ~l ~ ~ ~ BAILEY CREEK IS T E L-11 S 8T58'11"W 82.25' ~ L-12 N 81'24'13"W 144.79'
PROPERTY LINE ?s ~ ~ i ~ p i ~ I N s ~ ~ ~ i A~ i t ~ ~J"` L-13 N 90'00'00"W 86.15' a L-14 N 66'16'18"W 40.33' REFERENCE: BEING THE PROPERTY DESCRIBED IN DEED BOOK 1295,
~ L-15 N 29'46'10"W 109.06' 65.23' PAGE 101 OF THE BEAUFORT COUNTY REGISTRY
L-16 N 70'37'33"W L-n N sa'oo'oo"w 76.7s' BATH TOWNSHIP, BEAUFORT COUNTY, NORTH CAROLINA
~ \ ~ ~ i ~ L-18 S 55'02'O6"W 66.08' S~ ~J` L-19 S 38'31'43"W 55.32'
as ~ ~ ~ ~ ~~404 WETLANDS CONSERVATION EASEMENT INCLUDES ~ ~ ~ ~ B~UNDARY L-2o s 25.23'S1"W sa.6s' owNER: GREENVILLE TIMBERLINE, LLC
ALL OF 404 WETLANDS AREA FROM \ ~ ~ ~ ~ ~ ~ _ L-21 S 01'28'44"W 381.49' YARD SUITE E L-22 s 1Ta8'21"w aa.2s ADDRESS: 150 EAST ARLINGTON BOULE ,
EASTERN SIDE OF PROPERTY UP TO ~/i ~ n1~J~ L-23 S 85'20'47"W 133.35' 7858 -24 s s4•ao'1o"w 262.03' GREENVILLE, NC 2 L
THE WESTERN LOT LINE OF LOT 13. ~ ~ ~ ~ ~ ~ ~ N L-25 N 41'02'29"W 395.50' PHONE: [phone]
~0• ~ ~ N L-26 N 63'O6'24"W 86.58' L-27 N 35'05'52"W 138.44'
~i ~ ~ ~ ~ ~ ~ 119.41' ~ 13.93 L-28 N 08'35'39"W 103.29' _ 1Y4.89' Baldwin and ASSOCIATES SURVEYED: TS APPROVED: MWB
mil` ~iL 161.58' ~ L-23 ~lhJ~ J~ ~ 60.45' ~J~J~. nl~~ L 29 N 23'50'44"W D L-30 N 14'11'09"W 60.59' D ENGINEERING, LAND SURVEYING
L-24 I~J~J~ ~n~ L-31 N 22'38'25"W 84.87 ~ AND PLANNING DRAWN: SCB DATE: 05/07/03 L-32 N O6'a0'12"W 83.14' 1015 CONFERENCE DRIVE
J~A J`'~ ~ ~ M~ L-33 N 13'10'13"E 102.94' A GREENVILLE NC, 27858
~BAILE) CREEK L-34 N 12'05'OS"W 49.79' (c52) 756-1390 CHECKED: MWB SCALE: 1 ° = 100' L-35 N 55'26'49"W 237.32'(707)
CAD FILE BAILEY POINTE FINAL PLAT SH 3-4
C&G FILE: BAILEYPT

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WEYERHAEUSER COMPANY
BEAUFORT 47 DB 475, PG 102
10 60 " ~ C/L CURVE DATA 'VE DATA
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R= 424.58' EIP CONTROL ~ 0= 70'29'20" 4.58' x'29'20°
CORNER ~ o L= 522.34' 2.34'
~ N, CO MON AREA T= 300.00' ~ cH= s 37.12'18" w )0.00' 3712'18" W
w, x90.02' 490.02'
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~ 6 2521 I p.q9. ~ ~ ~ ~ ~ SHEET 3 OF 11
~ ~ ~ ~ 3 \ I ~ ~
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~ I M 9>>.52, o• ~ ~
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sN N p tE~ f 4 OF Q COMMON AREA l t ~ f!~ ~ ~ / REFERENCE: BEING THE PROPERTY DESCRIBED IN DEED BOOK 1295, i
~g.2 ' % / 4~4 WETLA DS S 59'57'22"W PAGE 101 OF THE BEAUFORT COUNTY REGISTRY / k ~ ~ 64.02'
2 Og"W / 103g.~9, I ~ I B@~JNDA / BATH TOWNSHIP, BEAUFORT COUNTY, NORTH CAROLINA I I''' 5' CAMA - --`.~"S 02'28'53'1N
COMMON AREA (Tpr~ ~l~l) I` SETBACI(~~ ~i ~ 67.38 ~ , owNER: GREENVILLE TIMBERLINE, LLC

~ o ADDRESS: 156 EAST ARLINGTON BOULEVARD, SUITE E
~ GREENVILLE, NC 27858 .pry ~
~,~M PHONE: [phone]
Baldwin and ASSOCIATES SURVEYED: TS APPROVED: MWB B ENGINEERING, LAND SURVEYING
~ AND PLANNING DRAWN: SCB DATE: 0507/03
1015 CONFERENCE DRIVE A GREENVILLE NC, X7858
(~52) 756-1390 CHECKED: MWB SCALE: 1" = 100'
CAD FILE BAILEY POINTE FINAL PLAT SH 3-4
C&G FILE: BAILEYPT

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COMMON AREA ~ DB 850, PG 1024 I, PG 1024 SHEE
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1 - - - _ . - REFERENCE: BEING THE PROPERTY DESCRIBED IN DEED BOOK 1295,
L CURVE DATA - - - - C/ PAGE 101 OF THE BEAUFORT COUNTY REGISTRY
CURVE "A" CURVE "A" TH TOWNSHIP BEAUFORT COUNTY, NORTH CAROLINA BA
R= 362.37` R= 682.18'
p= 30'51'16" 2T50'OS" L= 195.14' L= 331.42' ~ OWNER: GREENVILLE TIMBERLINE, LLC
T= 1oo.ao' T= 169.05` PAMLICO INVE~ ST ARLINGTON BOULEVARD, SUITE E ILICO INVESTMENTS, LLC ADDRESS: 150 EA
cN= s sa•o2'2s" w cH= s 5s•31'Sa" w 192.79' 328.17 ~ MB 22, f MB 22, PG 95 GREENVILLE, NC 27858
PHONE: [phone]
Baldwin and ASSOCIATES SURVEYED: TS APPROVED: MWB
B G ENGINEERING, LAND SURVEYIN ~ 5 07 03
/T AND PLANNING DRAWN: SCB DATE. 0 / / 1015 CONFERENCE DRIVE
~j GREENVILLE NC, 27858 NECKED: MWB SCALE: 1" = 100' [phone] C
CAD FILE BAILEY POINTE FINAL PLAT C&G FILE: BAILEYPT

172
5~
® GENERAL NOTES LEGEND vPNNI G,~ , _'~~t LEGEND SITE DATA
~ ~ ~ ~ 1. THIS MAP IS o OF A SURVEY THAT CREATES A `~.JBDIVISION OF LAND R/W= RIGHT-OF- N= RIGHT-OF-WAY TOTAL AREA IN TRACT_ 340.57 ACRES _
r ~ WITHIN A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT MBL= MINIMUM ~ z B MINIMUM BUILDING LINE NUMBER OF LOTS CREATED gg
~ REGULATES PARCELS OF LAND. B 6= BACK OF ~RPMS ~ 2. ALL AREAS CALCULATED BY CO / ORDINATE GEOMETRY. EIP= EXISTING IR+ 3= BACK OF CURB TO BACK OF CURB AREA IN COMMON AREA_ 71.523. ACRE _
= EXISTING IRON PIPE AREA IN PARKS, RECREATION AREA
~ 3. NO POINTS SET ALONG ROSS CREEK OR BAILEY CREEK UNLESS OTHERWISE NOTED. SIP= S T I `~9. 4. THIS PROPERTY IS LOCATED IN A SPECIAL FLt)OD HAZARDOUS AREA P,S E RON P A = SET IRON PIPE AND THE LIKE 0 ACRES. ~ EXISTING CONCRETE MONUMENT
DETERMINED BY THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. ECM EXISTING CO 9TH. Q ZONE A4, ELEV. 8.00 REF: FIRM 370 1 4 ~ MHW= MEAN HIGF N= MEAN HIGH WATER
SITE 0 3 0 4,., DATED: FEBRUARY 4, 1987. C L= CENTERLINE 5. ALL DISTANCES ARE HORIZONTAL GROUND DIS~iANCES, NO GRID FACTORS / CENTERLINE
EPKN= EXISTING ~uv HAVE BEEN APPLIED. ;N= EXISTING PARKER KALON NAIL CERTIFICATION OF PRIVATE T
M f ~ 6. ELECTRICAL SUPPLY TO BE PROVIDED BY TIDELAND EMC. SPKN= SET PARK `fib 51 ti ;N= SET PARKER KALON NAIL S REETS = POINT OF CURVATURE I MICHAEL WEST BALDWIN, PLS L-3082 DO HEREBY CERTIFY
q 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. PC =POINT OF + st 8. WATER SUPPLY TO BE PROVIDED BY BEAUFORT COUNTY WATER DISTRICT. PT= POINT OF TA POINT OF TANGENCY THAT THE PRIVATE ETS AND ROADS SHOWN HEREON, ,MEET THE
~ 9. SEWAGE DISPOSAL TO BE PROVIDED BY INDIVIDUAL SEPTIC TANK CH =CHORD = CHORD CONSTRUCTION DA DS OF THE BEAUFORT COUNTY SUBDIVISION ORDINANCE.
~~c R= RADIUS p SYSTEMS. RADIUS
10. THE FINISHED FLOOR ELEVATIONS ON ALL HOMES IS TO BE AT OR PRC =POINT OF \ e~P~a ABOVE 8.00 NGVD OR IN ACCORDANCE WITH CURRENT REQUIREMENTS OF . =POINT OF REVERSE CURVATURE SURVEYOR
~ THE BEAUFORT COUNTY FLOOD CONTROL ORDINANCE. DATE
PA~U ~ R P d pcH 11. MINIMUM LOT SETBACKS ARE AS FOLLOWS: = 404 WETLANDS
PAMUCO RIVER FRONT = 30' ~ ,y~
SIDE = 10' ~ ~ _ =MARSHLAND
SIDE STREET = 30' ~ ~ CAMA CERTIFICATION
REAR = 25' VICINITY MAP 12. OFF-SITE NITRIFICATION DRAIN FIELDS ARE TC: BE MAINTAINED BY TFIE THE COASTAL WETLAND/MARSH LINE AS SHOWN ON THIS PLAT IS FOR PLANNING
INDIVIDUAL LOT OWNER. PURPOSES ONLY. UPON THE FINAL SUBDIVISION AND SALE OF THE PROPERTIES, EACH
13. THIS SITE IS LOCATED IN THE PAMLICO BEACH FIRE DISTRICT. INDIVIDUAL PROPERTY OWNER WILL BE RESPONSIBLE FOR CONTRACTING THE DIVISION OF COASTAL MANAGEMENT FOR SITE SPECIFIC DEVELOPMENT ACTIVITIES SUCH AS
14. ALL ROADS ARE DESIGNATED AS PRIVATE AND WILL BE MAINTAINED E3Y THE CONSTRUCTION OF BULKHEADS, RETAINING WALLS, PIERS, DOCKS, BOATHOUSES, ETC.,
BAILEY POINTE HOMEOWNERS ASSOCIATION. 15. COMMON AREAS TO BE MAINTAINED BY THE hOMEOWNERS ASSOCIATION. OR ANY LAND BASED CONSTRUCTION INCLUDING BUT NOT LIMITED TO GRADING, FILLING
16. THIS MAP WAS REVISED MAY 7, 2003 IN ORDER TO CHANGE LOT 41 TO AND LANDSCAPING.
COMMON AREA, TO ADD A CONSERVATION EASEMENT ON THE COMMON AREA
ADJACENT LOT 1 ,AND TO ADD A CONSERVATION EASEMENT ON LOTS 1-13. ALL SIGNED: DATE:
OTHER DATA SHOWN ON MAP ENTITLED "FINAL PLAT, BAILEY POINTE" [)ATED 11/21/02 AS RECORDED IN PLAT CABINET G, `.SLIDES 13-6 REMAINS UIVCHANGED.
REVISED
SHEET 1 OF 11 1
STATE OF NORTH CAROLINA
COUNTY OF BEAUFORT
I, REVIEW OFFICER OF BEAUFORT COUNTY,
CERTIFY THAT THE MAP OR PLAT TO WHICH
THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
DATE
REVIEW OFFICER
I, MICHAEL WEST BALDWIN PROFESSIONAL LAND
I MICHAEL WEST BALDWIN CERTIFY THAT THIS PLAT WAS SURVEYOR NO.L-3082 ,CERTIFY TO ONE OR MORE OF THE FOLLOWING AS INDICATED THUS: X?
DRAWN UNDER MY SUPERVISION FROM (AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION)(DEED I HEREBY CERTIFY THAT THE SUBDIVISION ENTITLED I(WE HEREE I WE HEREBY CERTIFY THAT I AM WE ARE TH ~ a. THAT THIS PLAT IS OF A SURVEY THAT CREATES A
DESCRIPTION RECORDED IN BOOK PAGE BAILEY POINTE CONSISTS OF 98 LOTS, OWNER(S) C ( ) ( ) E SUBDIVISION OF LAND WITHIN TH E AREA OF A COUNTY OWNER(S) OF THE PROPERTY SHOWN AND DESCRIBED OR MUNICIPALITY THAT HAS AN ORDINANCE THAT
ETC.)(OTHER); THAT THE BOUNDARIES NOT SURVEYED OF WHICH 97 ARE `.SPECIFIED AS BUILDING LOTS SERVED BY HEREON WH ARE SHOWN AS BROKEN LINES PLOTTED FROM INDIVIDUAL SEPTIC TANK SYSTEMS. EACH BUILDING LOT WAS R HEREON WHICH WAS CONVEYED TO ME (US) BY DEED REGULATES PARCELS OF LAND;
INFORMATION FOUND IN BOOK PAGE THAT PROVIDED WITH PROPER APPLICATION, EVALUATION AND ECORDED I RECORDED IN BOOK PAGE AND THAT I (WE)
IMPROVEMENTS PERMIT FOR AN INDIVIDUAL SEPTIC TANK Y T HEREBY ADC THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. S S EM BY THIS ORI HEREBY ADOPT THIS PLAN OF SUBDIVISION AS REQUIRED BY THIS ORDINANCE, ESTABLISH THE MINIMUM BUILDING ? b. THAT THIS PLAT IS OF A SURVEY THAT IS LOCAT
47-30 AS AMENDED. PURSUANT TO THE Gk=NERAL STATUTES OF NORTH CAROLINA AND LINES, AND LINES, AND DEDICATED ALL STREETS, ALLEYS, WALKS, ED
SHALL BE VALID FOR A PERIOD PRESCRIBED BY CURRENT RULES PARKS, DRA WIT SS ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SUBJECT TO TFIF CONDITIONS SET FORiH ON THE PUBLIC OR IN SUCH PORTION OF A COUN17 OR MUNICIPALITY PARKS, DRAINAGE WAYS AND OTHER OPEN SPACES TO THAT IS UNREGULATED AS TO AN ORDINANCE THAT
S 7th DAY OF MAY , A.D., 2003. IMPROVEMENTS PERMIT, THIS CERTIFICATION DOES NOT CONSTITUTE PUBLIC OR PRIVATE USE AS NOTED. FURTHER, I(WE) REGULATES PARCELS OF LAND;
CERTIFY THE t3 "BLANKET APPROVAL" OF ALL LOTS IN THE SUBDIVISION. THE SUBDIV' CERTIFY THAT THE LAND AS SHOWN HEREON IS WITHIN THE SUBDIVISION REGULATIONS JURISDICTION OF
BEAUFORT C L WES _>3 WiN, PLS L-3082 BEAUFORT COUNTY. ? c. ANY ONE OF THE FOLLOWING
? 1. THAT THE SURVEY IS OF .AN EXISTING PARCEL OR
PARCELS OF LAND AND DOES NOT CREATE A NEW
BEAUFORT COUNTY Hf_ALTH DIRECTOR OR STREET OR CHANGE IN AN EXISTING STREET OWNERS} ? 2. THAT THE SURVEY IS OF AN EXITING BUILDING
DESIGNE H H OWNERS} E W 0 S AL1 BE AN AUTHORIZED AGENT OF THE STATE OR OTHER STRUCTURE, OR NATURAL FEATURE,
NORTH CAROLINA, PITT COUNTY I, A NOTARY PUBLIC OF THE .COUNTY AND SUCH AS A WATERCOURSE, OR
STATE AFORESAID, CERTIFY THAT MICHAEL W, DATE ? 3. THAT THE SURVEY IS A CONTROL SURVEY. DATE
BALDWIN, A PROFESSIONAL LAND SURVEYOR, DATE ? d. THAT THIS PLAT IS OF A SURVEY OF ANOTHER CATE-
PERSONALLY APPEARED BEFORE ME THIS DAY GORY, SUCH AS THE RECOMBINATION OF EXISTING
AND ACKNOWLEDGED THE EXECUTION OF THE FOREGOING INSTRUMENT. PARCELS, ACOURT-ORDERED SURVEY OR OTHER
EXCEPTION TO THE DEFINITION OF SUBDIVISION.
WITNESS MY HAND AND SEAL THIS 7th DAY
OF MAY 2003 ? e. THAT THE INFORMATION AVAILABLE TO THIS SURVEYOR
I HEREBY CERTIFY T~sAT STREETS, UTILITIES, AND OTHER l HEREBY C IMPROVEMENTS HAVE BEEN INSTALLED IN AN ACCEPTABLE MANNER BEEN GRAM I HEREBY CERTIFY THAT THE SUBDIVISION DEPICTED HEREON HAS IS SUCH THAT I AM UNABLE TO MAKE A DETERMINA- BEEN GRANTED FINAL APPROVAL PURSUANT TO THE BEAUFORT TION TO THE BEST OF OFESSIONAL ABILITY AS
NOTARY PUBLIC L w AND ACCORDING TO COUNTY SPECIFICATIONS IN THE SUBDIVISION COUNTY SUf COUNTY SUBDIVISION REGULATIONS. TO PROVISIONS CONT (a) THROUGH (d)
MY COMMISSION EXPIRE :04/03/2004 ENTITLED BAILEY_POINTE OR THAT A SECURITY ABOVE. '
BOND OR IRREVOCABI-.E LETTER OF CREDIT IN THE AMOUNT OF NORTH CAROLINA, BEAUFORT COUNTY ~ HAS BEEN POSTED WITH BEAU FORT COUNTY TO r r
THE FOREGOING CERTIFICATE OF STUART C. ENSURE INSTALLATION THEREOF. CHAIRMAN, BEAUFORT COUNTY PLANNING BOARD
BARWICK IS CERTIFIED TO BE SURVEYOR
CORRECT. FILED FOR REGISTRATION THIS DAY OF AT _
O'CLOCK - .M. REGISTER OF DEEDS. COUNTY MANAGER
DATE Ba1dWlI1 and ASSOCIATES
BY DATE DEPUTY REGISTER OF DEEDS B ENG[NEERING, LAND SURVEYING
DATE AND PLANNING 1015 CONFERENCE DRIVE
A GREENVILLE NC, X7$58
[phone]
_ _ _ _