20070585 Ver 1_CAMA Application_20070404

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North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross, Jr., Secretary
3 April 2007
Y
EXPRESS PERMIT REVIEW PROGRAM
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location
Cyndi Karoly
Division of Water Quality
David W. Moye
Express Permits Coordinator
CAMA/DREDGE & FILL Permit Application Review
Bridgewater South
Bath Bridgewater South, LLC (c/o John Baldwin)
~.
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The project site is located adjacent Bath Creek and Adams Creek off SR
1339 (Creek Road) in Bath in Beaufort County, North Carolina.
Proposed Project: The applicant proposes to subdivide the property into 63 lots and
construct an asphalt access loop road, construct a pier with 2 wet slips, a
pier with a T-head and 11 observation piers with railings and associated
wetland boardwalks for a total of 13 piers.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form to The Washington Regional Office by 24 April 2007. If you have any questions
regarding the proposed project, please contact David W. Moye at 252-948-3852. When
appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net/
An Equal Opportunity 1 Affirmative Action Employer- 50% Recycled 110% Post Consumer Paper

~, DIVISION OF COASTAL MANAGEMENT
• FIELD INVESTIGATION REPORT
r
Express Permit Review Program
1. APPLICANT'S NAME: Bath Bridgewater South, LLC C/O John Baldwin
2. LOCATION OF PROJECT SITE: Adjacent to Bath Creek and Adams Creek off SR 1339 (Creek Road)
in Bath in Beaufort County, North Carolina
Photo Index - 2006: 103-8674; A,B,C,D-15,16,17,18, E,F-15,16,17,18,19, G-16,17,18,19
State Plane Coordinates - X: 2,648,600 Y: 636,000 GPS Rover File: H120113A
Bath (upper left corner)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 12/01/06
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 04/03/2007
Office -Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Town of Bath
Land Classification From LUP -Rural (land), Conservation (water, wetlands)
(B) AEC(s) Involved: Public Trust Area, Coastal Shoreline, Coastal Wetlands
(C) Water Dependent: YES
(D) Intended Use: Private
(E) Wastewater Treatment: Existing -None
7
Planned -Individual septic tanks and drain fields
(F) Type of Structures: Existing -None
Planned - 13 piers with access boardwalks
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
HABITAT DESCRIPTION: (AREAL
TAR F.1~C,F.1~ FTi,LED OTHER
(A) Vegetated Wetlands X6,570 ft2
coastal wetlands and section 404 shaded
X3,160 ftz
(B) Non-Vegetated Wetlands shaded
creek bottom
(C) Other X1,229,918 ftz
Highground
(D) Total Area Disturbed: 128.46 acres (1,239,648 sq. ft.)
(E) Primary Nursery Area: Yes
(F) Water Classification: SB-NSW Open: No
8. PROJECT SUMMARY: The applicant proposes~,to subdivide the property into 631ots and construct an
aJphalt aCCcsS ivGp rudd, 1JV11Jt1l.tVt a pier with 2 VV et Jllps, a pier wllil a T-h~.ad and i i ObSer`r'utl~:.
piers with railings and associated wetland boardwalks for a total of 13 piers.

Bath Bridgewater South, LLC
C/O John Baldwin
Beaufort County
Express Permit Review Program
Project setting
Derrick Stetter with Baldwin and Associates, on behalf of Bath Bridgewater South,
LLC (C/O John Baldwin), has requested the attached application be processed under the
Express Permit Review Program, fora 63-lot subdivision underthe name of Bridgewater
South.
The project site is located on SR 1339 within the ETJ of the Town of Bath on Bath
Creek, Adams Creek and an unnamed tributary of Bath Creek in Beaufort County, North
Carolina. The proposed project site comprises ±49.922 acres with ±4,125' of shoreline, is
currently undeveloped, and the upland portion of the site was in active agriculture last year.
The property forms a peninsula with Adams Creek to the south, an unnamed tributary of
Bath Creek to the north, and Bath Creek along the east side of the site. The property
abuts SR 1339 to the west.
As indicated above, the majority of the site was in active agriculture last year. The
open field area is vegetated with upland grasses and is being actively mowed. The
perimeter of the site is vegetated with mixed hardwoods, pines and an undergrowth of
vines and herbaceous shrubs. The upland wooded area transitions to wooded wetland that
has been delineated as Section 404 wetlands by Scott Jones and Tracey Wheeler of the
US Army Corps of Engineers. The 404-wetland areas parallel Adams Creek as well as the
unnamed tributary to Bath Creek and are also present along Bath Creek at the northern
and southern ends of the site. The areas immediately adjacent to Adams Creek and the
unnamed tributary have been delineated as Coastal Wetlands by Mike Thomas of the
Division of Coastal Management. These Coastal Wetland areas are vegetated with
Spartina alterniflora, S. cynosuroides, Juncus roemerianus, and Cladium iamaicense.
The property on the south side of Adams Creek is a large tract of land in private
ownership and is vegetated similar to the applicant's. Development on this property is
limited to a single family dwelling with several large barns with a corral, and a pier into
Adams Creek. This property is currently used for agriculture and as horse pasture.
The property on the north side of the unnamed tributary is a mix of developed
single-family lots as well as undeveloped lots. Vegetation adjacent the creek is similar to
the applicant's and two access boardwalks overthe wetland areas with platforms overthe
creek are present on this side of the creek.
Bath Creek and the unnamed tributary are classified as SB-NSW by the
Environmental Management Commission, and Adams Creek is classified as SC-NSW by
the Environmental Management Commission. The Wildlife Resources Commission has
designated this area as a Primary Nursery Area and all of Bath Creek is closed to shell
fishing. The site ranges from 0' to ±14' above the normal water level (NWL). Bath Creek
is ±1,500' wide at the project location and the water depth at 150' offshore is ±3.5' below
the NWL. Adams Creek and the unnamed tributary are narrow creeks with less than 2' of
water depth at NWL.

Bath Bridgewater South, LLC
C/O John Baldwin
Beaufort County
Express Permit Review Program
Page Two
Stormwater Permit No. SW7060928 was issued on 10 October 2006 for the
development and the Division of Land Resources approved a Sedimentation and Erosion
Control Plan (BEAUF 2007-004) for the site on 16 October 2006 (attached). Utility
construction within the NCDOT R/W was approved by encroachment agreement on 18
October 2006 (attached).
Project description
The applicant proposes to subdivide the property into 63 residential building lots.
The lots will average 0.79 acres in size. A ±3,900' long asphalt loop road is proposed to
provide access to the lots and is currently under construction. The road will have a 60'
wide right-of--way and a 20' wide paved surface. The open "field" area will be graded
during road construction with a total disturbance of 1,229,918 ft2 (28.3 acres).
Septic systems are proposed for all 63 lots and approval from Beaufort County has
been obtained (copies provided upon request). Water will be provided by the County
Water system and a Public Water System (NC0407035) was authorized by the Division of
Environmental Health on 20 October 2006 (see attached agreement).
The applicant proposes to construct a total of 13 piers on the project site. On Bath
Creek the applicant proposes:
1. Lot 26 A 6' wide by 150' long pier including a 20' by 20' T-head
platform, and a 6' by ±50' boardwalk over wetlands is
proposed. All boardwalks over wetlands will be elevated a
minimum of 36 inches measured from the wetland substrate to
the bottom of the decking.
2. Lot 22 A 6' wide by 150' long pier and a 6' by ±50' boardwalk with 2
tie pilings on either side of the pier creating 2 - ±10' by ±12'
wet slips. The water depth in the slip location is ±3.5' below
the NWL. All boardwalks over wetlands will be .elevated a
minimum of 36 inches measured from the wetland substrate to
the bottom of the decking.
On Adams Creek, the applicant proposes access boardwalks over the wetlands with
observation piers on lots 29, 31, 33, 35, 37, 39, 41, and 42. All boardwalks over wetlands
will be elevated a minimum of 36 inches measured from the wetland substrate to the
bottom of the decking. The structures size as proposed is described below:
3. Lot 29 Pier - 6' wide by 20' long Boardwalk - 6' wide by ±65' long
4. Lot 31 Pier - 6' wide by 8' long Boardwalk - 6' wide by ±135' long
5. Lot 33 Pier - 6' wide by 8' long Boardwalk - 6' wide by ±115' long
6. Lot 35 Pier - 6' wide by 8' long Boardwalk - 6' wide by ±135' long

Bath Bridgewater South, LLC
C/O John Baldwin
Beaufort County
Express Permit Review Program
Page Three
7. Lot 37 Pier - 6' wide by 8' long Boardwalk - 6' wide by t90' long
8. Lot 39 Pier - 4' wide by 6' long Boardwalk - 4' wide by ±105' long
9. Lot 41 Pier - 6' wide by 8' long Boardwalk - 6' wide by ±85' long
10. Lot 42 Pier - 6' wide by 8' long Boardwalk - 6' wide by ±85' long
On the unnamed tributary, the applicant proposes access boardwalks over the
wetlands with observation piers on lots 14, 16, and 18. All boardwalks over wetlands will
be elevated a minimum of 36 inches measured from the wetland substrate to the bottom of
the decking. The structures size as proposed is described below:
11. Lot 14 Pier - 6' wide by 8' long Boardwalk - 6' wide by ±95' long
12. Lot 16 Pier - 6' wide by 8' long Boardwalk - 6' wide by ±50' long
13. Lot 18 Pier - 6' wide by 20' long Boardwalk - 6' wide by ±50' long
In no case shall the piers project more than'/ the width of the waterbody. Railings
are proposed around the ends of the access piers on Adams Creek and the unnamed
tributary to Bath Creek to establish the pier access as observation only with- no suitable
area for mooring boats.
Anticipated impacts
The construction of the piers will result in the shading of ±3,160 ft2 of creek bottom.
The 11 boardwalks constructed in the wetland areas will result in the shading of±6,570 ftz
of section 404 delineated wetlands including some Coastal Wetlands. The road
construction and upland fill activities will result in the disturbance of ±1,229,918 ft2 of high
ground. The project as proposed will result in localized turbidity as a result of the
construction activities.
I~
David W. Moye - 3 April 2007

DCM MP-1
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APPLICATION for
- . p 7• p 5 8~ -r~ ry r~N
Mayor Development Permit
past ~~sed ~ Zf2~ros~
North Carolina DIVISION OF COASTAL MANAGEMENT
7. Primary App-icanib Landowner Information
Business Name
Bath Bridgewater South L.L.C. Project Name (if applicable)
Bridgewater South
Applicant 1: First Name
John MI Last Name
Baldwin
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
6332 Wakefafls Drive PO Box City
Wake Forest State
NC
ZIP
27587 Country Phone No.
919 - 863 - 3705 ext. FAX No.
- -
Street Address (~f different from above) City State ZIP
Email
2. Agent/Contractor Information
Business Name
Baldwin And Associates
Agent/ Contractor 1: First Name
Derek MI Last Name
Stetter
Agent/ Contractor 2: First Name MI Last Name
Mailing Address
1015 Conference Drive PO Box City
Greenville State
NC
ZIP
27858 Phone No. 1
252 - 756 -1390 ext. Phone No. 2
- - ext.
FAX No.
252 321 1412 Contractor #
Street Address (if different from above) City State ZIP
Email
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Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Locatioq
County (can be multiple) °' Street ddR°ss State Rd. #
Beaufort NCSR 1339/ Creek Road NC~~ ~3.3q
Subdivision Name City State Zip
Bridgewater South Bath NC 27808 -
Phone No. Lot No.(s) (rf many, attach additional page with list)
- - ext• See attachment A, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Tar Pamlico Bath Creek and Adams Creek
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ^Manmade ^Unknown Bath Creek
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ^No work falls within.
Town of Bath
4. Site Description
a. Total length of shoreline on the trail (ft.) b. Size of entire tract (sq.ft.)
4,125 2,174,515
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
See attachment B, NWL (normal water level)
(lf many lot sizes, please attach additional page with a list) + 14 ^NHW or ®NWL
e. Vegetation on tract
Vegetation on tract is along the perimeter of the parcel and is a combination of evergreen and deciduoue trees.
f. Man-made features and uses now on tract
None
g. Identify and describe the existing land uses adiacent to the proposed project site.
To the north of the project site there is a residential area and to the south there is a unused parcel of land. To the east
across Creek road the is an proposed residential subdivision and to the west there is Bath Creek.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
R-1 (Attach zoning compliance certificate, if applicable)
®Yes ^No ^NA ~~~ ~AE}~'Ititai" G
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ^Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ^Yes ®No ^NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ^Yes ®No ^NA
National Register listed or eligible property?
<Form continues on next page>
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Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ^No
(ii) Are there coastal wetlands on the site? ®Yes T]No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ^No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
There are none currently on site, however there are septic systems to be installed with the homes. See Attachment D
o. Describe existing drinking water supply source.
None currently but the Beaufort County will supply the water.
p. Describe existing storm water management or treatment systems.
Surface runoff. See attachment E
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ^Commercial ^PubliGGovernment
®PrivatelCommun ity
b. Give a brief description of purpose, use, and daily operations of the project when complete.
All the piers will be used for observation and light water acess with the exception of the piers on lots 22 and 26 that will be
used for boarting and recreational purpose.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
A pile driver or jet driver will be used to install the pilings with a barge to be used to install the pilings on lots 22 and 26.
d. List all development activities you propose.
Installation of piers and adjoining boardwalks on lots 14,16,18,22,26,29,31,33,35,37,39,41, and 43.
e. Are the proposed activities maintenance of an existing project, new work, or both? New work
f. What is the approximate total disturbed land area resulting from the proposed project? 21,200 ®Sq.Ft or ^Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ^Yes ®No ^NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Surface run off
i. Will wastewater or stormwater be discharged into a wetland? ®Yes ^No ^NA
If yes, will this discharged water be of the same salinity as the receiving water? ®Yes ^No ^NA
j. Is there any mitigation proposed? ^Yes ®No ^NA
If yes, attach a mitigation proposal.
<Form continues on back>
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Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additionallnformation
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package. to be complete. Items (a) - (t) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare fhe required items below.
a. A project narrative. t.~~ p,~-q-~M~~~ ~q,
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed. 5~ .~A (ot= 1.3 ~.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site. c~t~ ~~ t ~ (~ ~
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. cry ,p,
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management. ~j~ ,~~~.yyr~t,~-~ ~,,,
Name Thomas Carson Phone No.
Address 290 South MAin Street Bath, NC 27808
Name Jasper and Janet Nolan Phone No.
Address 5353 NC HWY 92 E Bath, NC 27808
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
See Attachment (~ ,~.
h. Signed consultant or agent authorization form, ff applicable. G~;~ p,-~y~ ~jyt~.t-, - ~ ~.
i. Wetland delineation, if necessary. !7~ ~Trp~HFNtge~~- ~ ,~
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
~ 7, Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
further certify that the information provided in this application is truthful to the best of my knowledge.
Date 04-02-2007
Print Name Derek Stetter -Baldwin And Associates
Signature
Please indicate application attachments pertaining to your proposed project.
^DCM MP-2 Excavation and Fill Information pDCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
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Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of -ots or parcels.
proposed. 13
13 piers and adjacent boardwalks
c. Density (give the number of residential units and the units per d. Size of area to be graded, filled, or disturbed including roads,
acre). ditches, etc.
63 lots on 49.92 acres .79 lots per acre 28.3 acres
e. If the proposed project will disturb more than one acre of land, the f. List the materials (such as marl, paver stone, asphalt, or concrete)
Division of Land Resources must receive an erosion and to be used for impervious surfaces.
sedimentation control plan at least 30 days before_land-disturbing------ ---A3p11~1r---
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ^No ^NA
(ii) If yes, list the date submitted: September 20, 2006
g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also
be covered by impervious andlor built-upon surfaces, such as require a Stormwater Certification.
pavement, building, rooftops, or to be used for vehicular driveways (i) Has a site development plan been submitted to the Division of
or parking. Water Quality for review?
0 % ®Yes ^No ^NA
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
less than 30%
(ii) If yes, list the date submitted: _September 27,
2006
Describe proposed method of sewage disposal
Septic systems
-. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial!
commercial effluent, "wash down" and residential discharges).
Surface Runoff
k. Have the facilities described in Item (i) received state or focal
approval?
®Yes ^No ^NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
^Yes ®No ^NA
If yes, attach appropriate documentation.
.;.
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m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Beafort County to supply water
o. When was the lot(s) platted and recorded?
November 2006
n. (i) Will water be impounded? ^Yes ®No ^NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
^Yes ®No ^NA
04-02-2007
Date
Bridgewater South
Project Name
.Baldwin And Associates -Derek Stetter
Applicant N me
Ap 'ant Si ture
. x.. .

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
7. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
^Commercial ^PubliGGovernment ®Private/Community
^This section not applicable
b. (i) Will the facility be open to the general public?
^Yes ®No
c. (i) Dock(s) and/or pier(s)
(ii) Number 13
(iii) Length 6' -150'
(iv) Width 44=6'
(v) Floating ^Yes ®No
e. (i) Are Platforms included? ®Yes ^No
If yes:
(ii) Number 1
(iii) Length 20'-0"
(iv) Width 20'-0"
(v) Floating ^Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
2
(ii) Number of slips existing
0
i. Check the proposed type of siting:
^ Land cut and access channel
^Open water; dredging for basin and/or channel
^Open water; no dredging required
^Other; please describe:
k• Typical boat length: 22'
m. (i) Will the facility have tie pilings?
®Yes ^No
(ii) If yes number of tie pilings?
4
d. (i) Are Finger Piers included? ^Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ^Yes ^No
f. (i) Are Boatlifts included? ^Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
^ Full service, including travel lift and/or rail, repair or
maintenance service
^ Dockage, fuel, and marine supplies
^ Dockage ("wet slips") only, number of slips:
^ Dry storage; number of boats:
^ Boat ramp(s); number of boat ramps:
^ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
mixed
I. (i) Will the facility be open to the general public?
^Yes ®No

2. DOCKING FAC/LITY/MARINA OPERATIONS ®This secfion not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
^ Office Toilets
^ Toilets for patrons; Number: ;Location:
^ Showers
^ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be wntrolled?
e. (i) Give the location and number of "No Sewage Discharge° signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h• Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live-aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this proiect is an eznansion of an existing marina, what types pf garyi~Pg aro ~~rrenfly ,^.rQVided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
^Yes ^No
~,
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n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
^Yes ^No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
^CW ^SAV ^SB
^WL ^None
p. Is the proposed marina/docking facility located within or within close proximty to any shellfish leases? ^Yes ^No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
^Commercial ^Public/Government ^Private/Community
(ii) Number
(iii) Length
(iv)1Nidth
Note: Roofed areas are calculated from dripline dimensions.
4, GRO/N (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a• Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6, MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
^Commercial ^PubliGGovernment ^Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
b• Number
d. Description of buoy (color, inscription, size, anchor, etc.)
e. Arc of the swing
7. GENERAL

a. Proximity of structure(s) to adjacent riparian property lines
b. Proximity of structure(s) to adjacent docking facilities.
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
d. Water depth at waterward end of structure at NLW or NWL
e. (i) Will navigational aids be required as a result of the project?
^Yes ^No ^NA
(ii) If yes, explain what type and how they will be implemented.
8. OTHER ^This section not applicable
a. Give complete description:
04-02-2007
Date
Bridgewater South
Project Name
Baldwin And Associates -Derek Stetter
Applicant N
Applican ignat

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SNEETZOT.~. CAMA APPLICATIO
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RErERENtE: OARCEL/ 07-022773. PW/ 6643-77-1109
a eEAUroRr ta7Nrr TAZ orf7cE
~K
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N1S
owrER: eAM BPlOOErATER 5011TH, ~.L.c.
ADDRESS: 6332 NAKEf/LLS 0104E
LEGEND ^ANEfaREST. Nc x7se7
wETUw05 ~~ I9N)a63-3705
B aldwin .M AS90CLlrES a7.woo 'PN101f¢
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17
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iOAIlOMIItJ(/~ PU11111Ew
Nil
aRSCRVARaN RAti To eE NsTe
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snEEr~~..a7vy.1~ CAMA APPUCATICN
eJJ ~ V ~~ZG(~Y//
REiERENCE: PARCEi.f 07-021775, PN/ 6643-77-0169
OF 6EAUFORT COUNTY TAx OfT1CE
BAM TOYN516P, 9EAUFpiT COUNTY, NORM CAROINA
OMt{R: BAM BRIOCEWAIER Sd1M, LA.C.
ADORE55: 6SJ2 MNCEFALLS OPo~E
WAKEFOREST, NC 27387
PHONE: (919)a6S-J7O3
6 aldvrin ..e Assoeu7es ~~ rvRPleo:
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PIER9 ExCEPf FOR LOTS 22 ANO 26
r hrc
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~sid~.ec~aafry ~oullr~
' REFERENCE: PARCEL/ 07-02277]. Pw/ i613-77-1169
OF BEAUFORT COUNTY iAx OfTICE
BI1M TOFMSHP, BEAUFORf COUNtt, NORM CNi0lR1A
ONNER: BAM BRIOOENATER SdJM, L1.C.
AOORE95: 6332 NANEFALL9 OPo~E
NAt(EFOREST, NC 27507
PnONE: (91963-3705
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LEGEND
WEiUWDS
Q CAMA

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095ERVATId/ RAa TO K INSTAU.ED ON
PIERS EXCEPT FOR LOTS 22 ANO 26
r Arx
rc< r e6rtroc (Ml
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~~
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REFERENCE: PARCEL/ 07-0227IJ. PW/ 693-77-9169
K BEAUFORT COUNTr TAx OFFICE
RAM 70MISf9P, 9EALKORT COUNTY, NORM CAROLINA
~
Q~
~
OrNER: 9A1H 9PoOGEwAIER SOUIN, LA.C.
AOORESS: 6712 wAKEFALLS OPo9E
IECEND wAKEFOREST, NC 27397
~~~ 1919)063-]703
WETUWDS
9 aldrr n .ee A19DCYTP3 ecwro: °01p'm'
~!~ at,.e: aN: 10/27/D9
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OBSERVATIOR RAIL TO BE NSTKLEO ON
VIERS E14CEOT FOR 1075 22 A!D 76
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PIFNS E%CEPT FOR LOTS 22 ANO 26
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ry~7~7 ~~`
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REFERENCE: PulcEi- m-onm, Pw~ Ess.T-n-e,es
a eEwFaai CauNTr iAK Ofi,FE
E10 ~Ap10N
N15 euN roxNS~RP, eEwFaRr cauRtt. NoRTN uaouu
owNER: eetN BRroOEw~TER SOUTH, u.c.
AOORE55: 6J3i vIl(EFKlS OPorf
LEGEND wucEFOREST, NO 27587

ANDS
WET PHONE: (Ot9~67-7705

Q CAM L
A aldivin .a Nsocaies ~~ ""M10i~
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-_ OOSERVA110N RAA. M BE R/STAlLEO ON
PIERS EIIQPT fOR LOfS Z2 ANO M
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CAMA APP
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RETERENCE: PARCEL/ 07-Ot7773. PRI/ 664]-77-0169
Q BEAIIIpiT COIINTV TA% OfT1CE
~x~CR06S SOCIION
BAM T01R15HP, BEAIKORT COUNtt, HOROI GARQP/A
OxT1ER: BAM BI60OEWAIER SO11M, ILC.
AOORESS: 6J]7 WAKEiALLS OR+LE
LEGEND ITAHECORES7, we t7se7
PHONE: (919)06}-]70S
WET
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PROPOSED BOARETWALK
42 43 44
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OBSERVAINN RAM. 10 BE NSTALLEO ON
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r w.c
MA A Ir96Irw0[ P+J
sNEEr.lla~ CAMA APPLICATION
W 2t1~'~Cl01lL~PiL JOLt~
REfERENCE: PARCEL/ 07-022773. PN/ 6643-77-8169
OF BEAUFORT COtMTY iAx OTTICE
BAM i0iA1516P, BEAIIFORT COINTY, NORM CAROLNA
0~ ~~~
OMNER BAM BWOGEwAIER Sd1M, Ll.C.
AOORE59: 6332 wAKEFALL9 OIBbE
LEGEND wAxEFORESr, NC 27587
PHONE: (919)e63-3705
WETLANO$
B Baldwin ..r As9onATrs °C~ A0°A0`~
D cAMA
"
~ ""'-0,' ~
NI"` 6a.. 6,r~: IOn7ro6
ru)rsc-I.1 0 ""' acam. u.r: 1'.lao'

Attachment A
CAMA NARRARATIVE
FOR
BRIDGEWATER SOUTH
This project is located off NCSR 1339 about .25 miles North of the NC HWY 92
NCSR 1339 intersection. The current site is an exiting agricultural field with a
sparsely wooded perimeter. The trees are a combination of deciduous and
evergreens. The current zoning classification is R-1.
The current project is to build 63 single family homes on this 49.922 acre tract of
land. The building sites range in size from 20,416 SQ. FT. (.47 Acres) to 83,133
SQ. FT. (1.91 Acres). The site also boasts a 17,721 SQ. FT. (.41 Acres)
common area.
The proposed project is the construction and installation of 13 piers with
adjoining boardwalks. The lots that the piers are being proposed fro are lots: 14,
16, 18, 22, 26, 29, 31, 33, 35, 37, 39, 41, and 43. The zone 1 coverage for the
boardwalks is 4,740 SF (.11 acres). The zone 2 coverage for the boardwalks is
1,740 SF (.04 acres).
The piers and boardwalks are to be installed on lots that have single family
homes to allow the homeowners private access to the water. The piers will vary
in length and width. The smallest pier will be 4'-0" wide and 8'-0" long and will be
located on lot 39. The piers located on lots 43, 41, 37, 35, 33 ,31,16, and 14 will
be 6'-0" wide and 12'-0" long. The piers on lots 18 and 29 will be 6'-0" wide and
20'-0" long. The two longest piers will be on lots 22 and 26. Both piers will be 6'-
0" wide and 150'-0" long. The pier on lot 26 however will have a 20'-0"x 20'-0"
platform at the end. This platform is included in the overall length. None of these
piers will extend more than'/ of the distance from shoreline to shoreline nor will
they exceed 150 feet in length or 6 foot in width. All of these piers will have
adjoining boardwalks to provide access over the wetland areas. These
boardwalks will be a minimum of 3'-0" above the coastal wetland substrate to the
bottom of the decking. The piers and boardwalks will be constructed using
treated lumber.

Attachment 6
Bridgewater South
Lot Number Size (Sq. Ft.) Size (Acres)
2 50,965 1.17
67
4 25,768 0.59
~~ ,
6 27,865 0.64
s

8 27,051 0.62
10 27,521 0.63
~,~
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12 26,631 0.61
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14 27,515 0.63
~ .. ~, fir: ,~. ~ ~... 4 ~l.f "1 !:". 11:~.. 4 1 ~ ~ t ~ E'.
16 25,5
57 0.59
_

18 23,361 0.54
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20 27,460 0.63
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Attachment E
STORM WATER MANAGEMENT NARRATIVE
BRIDGEWATER SOUTH
BEAUFORT COUNTY, NORTH CAROLINA
Narrative
This project site consists of 49.92 acres, of which 31.11 acres will be collected in
a proposed storm drainage system consisting of grass lined swales before it is
eventually discharged into the existing natural drainage system. Runoff from this
site eventually drains to Bath Creek and then to Pamlico River in the Tar-Pamlico
River Basin. The property is bounded by Creek Road (SR 1339) to the West,
agricultural property and Bath Creek to the North, Bath Creek to the East, and
Spring Branch to the South.
The completed project will consist of one drainage area. This drainage area will
drain into the proposed grass lined swales and eventually into the existing storm
drainage features located on site. The watershed breakdown is as follows:
IMPERVIOUS AREA
CALCULATIONS
DRAINAGE AREA 1
Drainage Area 31.11 ac
Existing Impervious Area 0.00 ac
New Buildings 7.28 ac
New Pavement and SW 1.78 ac
Other New Impervious Area 0.27 ac
Allowance per lot for impervious area:
Total Impervious per lot is 5,035 s.f. - 0.116 acre
Upon completion of the proposed site improvements, the site will have 9.33 acres
of impervious area and will have 30.0% built upon area.
All lots will have individual septic tanks to handle the sanitary wastewater.

~T'~~M~i F"
~.Klsszpc~os
JENNIFER LEGGETT WHITEHURST
BEAUFORT COUNTY REGISTER OF DEEDS
COURTHOUSE BUILDING
112 W. 2ND STREET
WASHINGTON, NC 27889
Filed For Reglstratlon: 07/06/2008 03:28:31 PM
Book: RE 1531 Pags: 398.405
Document No.: 2008005920
DEED 8 PQS 532.00
Recorder. JENNIFER !. WHITEHURST
*2006005920*
2006005920
r,^ ~ U

. , ax1S31Pcy06
~x
FOR REGISTRRTION REGISTER OF DE£OS
JEfMIFER LEGGETT NHITEMURST
BEHUFORT COUNTY NC
200fi JUL flfi Q3:21:31 PM
8X:1531 PG:40fi-410 FEE:S23.fl0
NC REVEt~JE STAMP:S5,0fl0 00
INSTRUMENT ~ 2046005921
ar~-vrprr e~erz s.~a 'smeoP.as
~ ~ O
end orris O!>*icial Duds
PREPARED BY and RETURN TO:
RODMAN, HOLSCHER, FRANCISCO & PECK, P. ~.
Attorneys at Law
320 N. Market Street
Post Office Box 1747
Washington NC 27889
Telephone:-{252) 946-3122
STATE OF NORTH. CAROLINA
COUNTY OF BEAUFORT
THIS DEED, made and- entered into this .the __~~ day of
2006, by RUTH ShIITH i~TERS, Widow, Grantor, to BATH-
BRIDGEWATER SOUTB, L.L.C., a North Carolina Limited Liability
Company, whose address is: 6332 Wakefalls Drive, Wake Forest, NC
27567, Grantee;
W I T N E S 3 E T H:
That the Grantor, for and in consideration of-the sum of Ten
and no/100 Dollars ($10.00) and other good and valuable considera-
tions to her paid by the .Grantee, the receipt whereof is acknow-
ledged, has given, granted, bargained, sold and does hereby convey
unto the Grantee, in fee simple, that certain tract or parcel of
land lying and being in Bath Township, Beaufort County, North
Carolina, more particularly described as follows:
SEE ATTACHED EXHIBIT "A".
TO HAVE AND TO HOLD the same, together with all and singular,.

' ~ ~~5`3~PCy0? ~'
EXHIBIT "A"
Beginning at a point on the eastem right-of-way of NCSR 1339 (Croak Road) said point being
located N 20°54'03" E 618.01' and S 60°06'00" E 23.55' and S 73°43'16" E 6.84' from an
• existing P.K.~Nail located at the centerline Intersection of NC Hwy 92 and NCSR 1339 (Creek
Road). From the above described beginning, ao located, running thence as follows:
With the eastem right-of--way of NCSR 1339 (Creek Road),. N 19°36'35" E 109.52',
N 18°25'20" E 137.33' and N 17°54'02" E 883.07' to a point at the southwestern comer of the
Jade Moore Howerin Property as .described in Deed Book 832, Page .326 of the Beaufort
County Register of Deeds Office, thence leaving the eastem right-of--way of NCSR 1339 (Creek
Road) and with the southern line of said Jade Moore Howerin Property, S 80°03'21" E 1.38',
S 71°05'50" E 40.61', S 85°55'50" E 59.88', N 85°33'56" E 43'.57', S 64°22'11" E 80.70',
S 66°54'15"E 101.29', S 69°12'46" E 95.33', N 81°28'47" E 113.24', N 84°31'46" E 56.38',
N 83°20'38" E 87.86' and S 77°46'53" E 268.79' to a point on the southern line of Lot 5, Willie
Gray Moore Estate as recorded in Plat Cabinet A, SIIde 90-A of the Beaufort County Register of
Deeds Office, thence with the southern line of said Willie Gray Mooro Estate, S 73°4T21" E
61.43', S 10°19'3T' E 37.27', S 17°33'54" E 41.92' and S 34°46'5T' E 21.44' to a point on the
Mean High Water Mark of Bath Creek, .thence with the Mean High Water Mark of Bath Creek, S
78°36'25" E 112.57', S 67°16'38" E 110.39', S 43°12'29" E 88.62', S 66°48'47" E 121.75', S
39°39'40" E 112.13', S 37°57'51" E 60.78; S 63°12'43" E 75.14', S 80°38'23" E 44.78', S
13°54'56" E 26.72', S 08°22'56" E 53.32', S 28°40'05" E 36.19', S 45°50'08" E 30.06', S
59°07'00" E 29.05', S 67°19'45" E 69.53', S 18°46'46" W 41.12', S 23°23'56" E 31.76', S
00°49'52" W 20.24', S 05°29'02" W 62.92',. S. 03°11'58'.' W 142.83', S 26°22'38" W 101.91', S
24°47'09" W 78.44', S 28°21'25" W 110.82', S 08°23'3T' W 46.35', S 01°51'59" E 24.53', S
16°43'37" E 58.97', S 20°49'41" E 70.32', S 13°06'48" E 78.60', S 02°35'11" E 127.07' and S
07°44'39" W 20.02' to a point on the Mean High Water Mark of Spring Branch, thence with the
Mean High Water Mark of Spring Branch, N 69°59'09" W 170.95', N 67°21'03" W 82.36', N
23°48'21" W 40.07', N 03°58'32" W 7.80', N 43°30'05" W 94.24', N 70°44'17" W 136.52', N
61°36'47" W 99.07', N 87°21'35" iN 75.57',N 85°50'06" W 129.78', S 88°56'41" W 86.94', N
62°05'24" W 317.27', N 65°42'49" W 122.81', N 42°45'32" W 86.77', N 31°46'20" W 126.46', N
80°54'06" W 97.88', N 77°07'36" W 98.54',N 68°15'45" W 102.79', N 79°30'23" W 114.98', S
69°09'25" W 145.11' to a point on the northern line of the Jasper and Janet Nolan Property as
described In Deed Book 990, Page 349 of the Beaufort County Register of Deeds Office,
thence with the. northern line of said Jasper and Janet Nolan Property, S 67°57'53" W 34.00', S
73°20'20" W 41.30', N 82°25'35" W 20.62' and N 73°43'16" W 41.94' to the point of beginning
.containing 49.922- acres and .being a portion of Registered Estate #305 as described in the
Certificate recorded in Torrens Hook 10, at Page 190 In the Office of the Beaufort County
Register of Deeds.

. .. eK1S3lPCypg
the rights, ways, privileges and appurtenances thereto belonging
or in anywise appertaining unto the said Grantee, its successors.
and assigns, in fee simple, subject, however, to the following: --
1. 2006 Beaufort County Ad Valorem taxes.
2. Such easements, rights-of-way and restrictions of
record in the Beaufort County Registry.
3. Non-compliance 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.
The Grantor covenants with .the Grantee that she is seized in
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 things and matters above set
forth, and that, subject thereto, she will forever warrant and
defend the title to the same against, all lawful claims and
demands . ~ _...
IN WITNESS WHEREOF, the Grantor has hereunto set her hand and
adopted as her seal the typewritten word "Seal" appearing beside
her ..name, this the day and year first. above written.
(SEAL)
UTH SMI WATERS, i ow

~15~1pcy09
STATE OF NORTH CAROLINA
COUNTY OF BEAUFORT~
I, 1~ ~ , a Notary Public of the
County and State foresaid, certify that RT1TH SMITH WATERS., Widorr,
who is personally known by me or has produced satisfactory
evidence of identity, appeared before me this day and acknowledged
the voluntary execution of the foregoing instrument.
Witness my hand and official stamp or seal, this ~ day
of 2006.
NOTAR PUB
My Commission expires : - ,5 - 2 6-6~
omdi sui
Horn Grdb~• BeaAort~
Hou.Y w w~uuce
Noia~r v~alc
commbston :;- .~aoo7

_ ..
0200611700298
State of North Carolina
Department of the Secretary of State
SOSID: 842906
Date Filed: 4/28/2006 7:51:00 AM
Elaine F. Marshall
North Carolina Secretary of State
0200611700298
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to Section 570-2-20 ofthe General Statutes ofNorth Carolina, the undersigned does hereby
submit these Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is: Bath Bridgewater South, L.L.C..
2. The latest date on which the limited liability company is to dissolve is: December 31, 2055.
3. The name and address of each organizer executing these Articles of Organization is as
follows:
John W. Baldwin, 6332 Wakefalls Drive, Wake Forest, NC 27587
Cynthia S. Baldwin, 6332 Wakefalls Drive, Wake Forest, NC 27587
4. The street address and county of the initial registered office of the limited liability company
is:
6332 Wakefalls Drive
Wake Forest, NC 2?587
Wake County
5. The mailing address ijdifferent from the street address of the initial registered office is:
N/A
The principal office of the company is:
6332 Wakefalls Drive
Wake Forest, NC 27587
Wake County
7. The name of the initial registered agent is: John W. Baldwin
8. Check one of the following:
(i~lember-managed LLC: all members by virtue of their status as members shall be
managers of this limited liability company.
X (ii}Manage~ managed LLC: except as provided by N.C.G.S. Section 570-3-20(a), the
members of this limited liability company shall not be managers by virtue of their status as
members.
9. Any other provisions which the limited liability company elects to include are attached. N/A

0200611700298
- ~.
t~'~
This is the L s day of April, 2006.
Signature
John W. Baldwin. Oraanizer
Type or Print Name and Title
NOTES:
1. Filing fee is $125.
f~
Sigrtatur
Cmthia S. Baldwin. Organizer
Type or Print Name and Title
CORPORATIONS DIVISION 300 N. SALISBURY STREET RALEIGH, NC 27603-5909

Attachment G
BRIDGEWATER SOUTH
DATE: NOVEMBER 13, 2006
The following application is being submitted on behalf of the Bridgewater South
Subdivision. The application calls for pier and bulkhead permits to be issued for
individual home sites. The lots applying for a pier permit are: lot 14, 16, 18, 22,
26, 29, 31, 33, 35, 37, 39, 41, and 43. The lot applying for a bulkhead permit is
lot 27. The permit process requires that all adjacent waterfront owners receive a
copy of the application and plats. The adjacent landowners have 30 days to
submit comments, in writing, on the proposed project to the Division of Coastal
Management.
Division of Coastal Management
943 Washington Square Mall
Washington, North Carolina 27889
Thomas Carson Jasper & Janet Nolan
290 South Main Street 5353 NC HWY 92 E
Bath NC 27808 Bath, NC 27808

~~
~pvi'~ '. s1 ~~~

^ Complete items 1; 2, and 3: Also c~rttplete A. ture ,
item 4.'rf.Restrieted,Delivery is desired. ~ ^ Agent
^ Print your name and address on the reverse ~ ^ Addressee
SO that we can return the card to you.
^ Attach this card to the back of the mailpiece g, R~~~ by (Printed Name) C. Date of Delivery
,
or on the front if space permits. /~r/ JO

1 • Article Addressed to: D. Is delivery address different from item 1? ^ Yes
ff YES, enter delivery address below: ^ No
'
--~
fiomas Carson -- _
290 South Main Street ~ s. ~~ Tme
Bath
NC 27808 certified Mail ° Express Mail
, ^ Registered . ~ Return Receipt for Merchandise
~
^ Insured Mail
^ C.O.D.
4. Restricted Delivery? (Extra Fee) ^ Yes
2. ArticlE
~,~~ 7002 241D 0001
161b 5657
PS Form 3811, August 2001 Domestic Return Receipt to25se-ot-M-2so9
%.

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ATTACHMENT H
STATE ISSUED PERMITS
FOR
BRIDGEWATER SOUTH
State of North Carolina -Department of Environment and Natural
Resources
Erosion and Sedimentation Control Plan -October 16, 2006
Permit No. Beauf-2007-004
• State of North Carolina -Department of Transportation -Division of
Highways
Right of Way Encroachment Contract -October 17, 2006
Permit No. 007-06-19
• State of North Carolina -Division of Water Quality
Stormwater Permit -October 10, 2006
Permit No. SW7060928

O~O~ W ~T ~9pG
UJ r ~
~r
/= i
Mr. John W. Baldwin, Manager
Bath Bridgewater South, LLC
6332 Wakefalls Drive
Wake Forest, NC 27587
Dear Mr. Baldwin:
i3ichxl F. Easlc~•, Governor
~S :lliam G. Ross Jr._ Sc.•-retan
North Carolina Depanmem of nviroement and larural Rnources
,:::, ~~ . i`iimel:. P.E. Director
D:csion o ~1~ata Quality
r.
October 10, 2006 -

Subject: Stormwater Permit No. SW7060928
Bridgewater South
Low Density Subdivision Permit
Beaufort County
The Washington Regional Office received a complete Stormwater Management Permit
Application for Bridgewater South on September 27, 2006. Staff review of the plans
and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding
Permit No. SW7060928, .dated October 10, 2006, for the construction of the subject
project.
This permit shall be effective from the date of issuance until rescinded and shall be
subject to the conditions and limitations as specified therein, and does not supercede
any other agency permit that may be required.
If any parts, requirements, or iimitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written
petition, conforming to Chapter 1506 of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh. NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter. please
contact either Scott Vinson or me at [phone].
Sincerely,
_---_
~.\.l..r ' ~~---
AI Hodge
Regional Supervisor
Surface Water Protection Seciion
AH/sav: C~~\STORMWATER\PERMIT\SW7060928
cc: vStephen Janowski, PE
Beaufort County Building Inspections
Washington Regional Office
Central Fifes
Nonr. Carolina Division of Water Quality R'ashin~on Regional Office Phone [phone] F.AJi (3521946-92.. Cus<omer Se:~~ice
iniemec wwu.ncwaterqualiri' org 943 VFashington Square Mall. «~ashington. NC 37SS9 1-5-~-62. ~-45
~o~,caro
..'1 atura~
An Equal OpportunitylAfr:cmative Actior Employe-- 50% Recr•ci~d!10°o Pos: Consume ?2~-

State Stormwater Management Systems
Permit No.SW7060928
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Bath Bridgewater South, LLC
Bridgewater South
Beaufort County
FOR-THE
construction, operation and maintenance of a low density subdivision in compliance with
the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules' and
the approved stormwater management plans and specifications, and other supporting data
as attached and on file with and approved by the Division of Water Quality and considered
a part of this permit.
The Permit- shall be effective from the date of issuance until rescinded and shall be subject
to the following specific conditions and limitations:
1. DESIGN STANDARDS
1. Each of the 63 lots is limited to the maximum of 5,035 square feet of built-upon
urea as indicated in the application and on the approved plans. CAMA regulations
may reduce the allowable built-upon area for those lots within the AEC.
2. The overall tract built-upon area percentage or lot sizes for the project must be
maintained at 30% per the requirements of Section .1005 of the stormwater rules.
3. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
4. ProJ'ects covered by this permit will maintain a minimum 50 foot wide vegetative
buffer between all impervious areas and surface waters.
5. The only runoff conveyance systems allowed will be vegetated conveyances such
as swales with minimum side slopes of 3:1 (H:u) as defined in the stormwater rules
and approved by the Division.
6. All roof drains must terminate at least 50 feet from the mean high water mark.
II. SCHEDULE OF COMP-LIANCE
Swales and other vegetated conveyances shall be constructed in their entirety.
vegetated, and be operational for their intended use prior to the construction o1 any
built-upon surface.
Page 2 of ~

State stormwater Management System
Permit No.SW7060928
2. During construction,. erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary
to operate the permitted stormwater management systems at optimum efficiency to
include:
a. Inspections
b. Sediment removal.
c. Mowing, and revegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed below:
a. Any revision to any of the items shown on the approved plans, including the
stormwater management system,- design concept, built-upori area, details.
etc.
b. Project name change..
c. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area or to the
drainage area.
e. Further subdivision, acquisition, or selling of the project area.
f. Filling in, altering or piping any vegetative conveyance shown on the
approved- plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
7. No piping shall be allowed except thaf minimum amount necessary to direct runoff
beneath an impervious surface such as a road and that minimum amount needed
under driveways to provide access to lots.
8. Unless specified elsewhere, permanent seeding requirements for the swales must
follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
9. The permittee is responsible for verifying that the proposed built-upon area does
not exceed the allowable built-upon area. Once the lot transfer is complete, the
built-upon area may not be revised without approval from the Division of Water
Quality, and responsibility for meeting the built-upon area limit is transferred to the
individual property owner, provided that the permittee complies with the
requirements of Section 11.11 of this permit.
10. Within 30 days of completion of the project, the permittee must certify in writing that
the project's stormwater controls, and impervious surfaces have been constructed
within substantial intent of the approved plans and specifications. Any deviation
from the approved plans must be noted on the Certification.
Page 3 of 5

State Stormwater Management Systems
Permit No.SW7060928
11. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
Recorded deed restrictions must include, as a minimum, the following statements
related to stormwater management:
a. The following covenants are intended to ensure onggoing compliance with
State Stormwater Management Permit Number SW7060928 as issued by
the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit.
c. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
d. The covenants pertairnng to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division of
Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
lace without the concurrence of the Division of Water Quality.
f. The maximum built-upon area per lot is 5,035 square feet. This allotted
amount includes any built-upon area constructed within the lot property
boundaries, and-that portion of the right-of--way between the front lot line and
the edge of the pavement. Built upon area includes, but is not limited to,
structures, asphalt, concrete, gravel, brick, stone, slate, and coquina: but
does not include- raised, open wood decking, or the water surface of
swimming pools..
g. Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with the development except for average driveway .crossings, is
strictly prohibited by any persons.
h. Each lot will maintain a 50 feet wide vegetated buffer between all impervious
areas. and surface waters.
i. All roof drains shall terminate at least 50 feet from the mean high water
mark.
12. The permittee shall submit a copy of the recorded deed restrictions which
indicates the approved built-upon area per lot within 30 days of the date of
recording.
13. If the permittee sets up an Architectural Review Committee (ARC) to review plans
for compliance with the restrictions, the plans reviewed must include al! proposed
built-upon area (BUA). Any approvals given by the ARC do not relieve the lot owner
of the responsibility to maintain compliance with the permitted BUA limit.
14. The Director-may notify the permittee when the permitted site does not meet one or
-more of the minimum requirements of the permit. Within the time frame specified in
the notice, the permittee shall submit a written time schedule to the Director for
modifying the site to meet minimum requirements. The permittee shall provide
copies of revised plans and certification in writing to the Director that the changes
have been made.
15. Stormwater conveyances will be located in either dedicated right-of-way (public or
. private), recorded common areas or recorded drairta~e easements. The final plats
for the project will be recorded showing all such required easements, in accordance
with the approved plans.
III. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statutes 143-215.6A to 143-215.6C.
Page 4 of 5

State Stormwater Management Systems
Permit No.SW7060928
2. The permit issued shall continue in force and effect until revoked or terminated.
3. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance, or
termination does not stay any permit condition.
4. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as
allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
5. The permit is not transferable to any person or entity except after notice to and
approval by the Director. The Director may require modification or revocation and
reissuance of the permit to change the name and incorporate such other
requirements as may be necessary.. A formal permit request must be submitted to
the Division of Water Quality accompanied by the appropriate fee, documentation
from both parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits, and may or may not
be approved.
6. ..The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the permit transfer request: Transfers to third parties
by the permittee where the required documentation has not been submitted to the
Division does not relieve the permittee of responsibility for transferring the permit.
7. .The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state and federal) which have~urisdiction. If any
of those permits result in revisions to the plans, a permit modification must be
submitted.
8. The permittee .grants permission to DENR Staff to enter the property during
business hours for the purposes of inspecting the stormwater management system
and it's components.
9. The penmittee shall notify the Division of Water Quality of any name.
ownership or mailing address changes within 30 days.
Permit issued this the 10th day of October, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
\L. -
----- ----- -------------------------------- for
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7060928
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State of North Carolina
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Department of Environment and Natural Resources
Washington Regional Office
NGchael F. Easley, Governor William G. Ross, Jr., Secretary
DIVISION OF LAND RESOURCES .
LAND QUALITY SECTION
October 16, 2006
T FTTER OF APPROVAL WITH MODIFICATIONS
Bath Bridgewater South, LLC
ATTN: Mr. John W. Baldwin, Manager
6332 Wakefalls Drive
Wake Forest, North Carolina 27787
P.E: Erosion and Sedimentation Control Plan No. Beauf--2007-004
Bridgewater South
SR 1339 -Beaufort County
River Basin: Tar- Pamlico
Date Received: September 20, 2006
Respe~sible Party: Bath Bridgewater South, LLC
near Sir:
This office has completed its review of the erosion and sedimentation control plan for the
reverenced 18.3 acre disturbance. Based on the information provided, we have determined the
s~~bmitted plan for t~~?.e grading associated with the construction of f 39001inear feet of road and
the preparation of all or part of 63 residential lots (the tree line as of this date delineates the limits
of disturbance) and 3 outfall swales, if properly implemented and responsibly maintained, should
meet the intent and minimum requirements of the Act. We, therefore, issue this LETTER OF
APPF:~VP4.L~~'I..:~ the following. MODIFICATIONS.
f:xclusive of the road and outfall swales, the affected and unstabilized area
is limited to a maximum of 5 acres.
2. ~ gravel constru~;tion pad is to be provided at each point of project ingress
or digress from SR 1339. -The pad is to be made of 2 - 3 inch diameter
matenai and tie a minimum of 50 feet long, 20 feet wide and 6 inches deep..
lr~ 1973, ~.lze Sedimentation Pollution Control Act (copy available upon request) was
enacted. It establisbe~. a performance oriented program with the OBJECTIVE of PREVENTING
SEDIMENT' DAMAGE to adjoining properties and/or natural resources resulting from land
dist~~rbias; d~ctiv~t~3s throug?~ ~e ose of reasonable and appropriate Best Land Management
1'zv:~~.tic~c~, based ~~:r~ the app;»ovcd plan and changing site conditions, during the course of the
~~~~d~e~ ~ ~,~:r~ ~~~ ,mc~._.
~ =3 Washi^g ~~n Square Mail, Wzshing4on, North ~arolinz 27889 Telephone [phone], F/,X 252-975-3716

Bath Bridgewater South, LLC
ATTN: Mr. John W. Baldwin, Manager
October 16, 2006
Page 2
project. AS THE DECLARE RESPONSIBLE PARTY, YOUR LEGAL RESPONSIBILITY
is to ~ the Act and comply with the following minimum requirements of the Act and the
above listed modifications (if any):
-- an erosion and sedimentation co~rol plan is only valid for 3 years
following the date of initial approval, if no land-disturbing activity has been
undertaken;
-- the LATEST APPROVED soil erosion and sediment control plan will be
used during inspection to determine compliance and a copy of the plan must
be on file at the job site;
-- erosion and sediment control measures or devices are to be installed to
safely withstand the runoff resulting from a 10 year storm event - 6.5 - 7
inches in 24 hours or at the rate of 6.5 - 7 inches in 1 hour.
-- unless the a,~`=site borrow and/or disposal sites are identified in the erosion
control plan, no earthen material is to be brought on or removed from the
project site;
-- except in the case of a storm related emergency, a revised erosion .and
sedimentation control plan must be submitted to and approved by this
office prior to initiating any significant changes in the construction,
grading or drainage plans;
-- a buf,)`er zone, sufi`icient to restrain visible sedimentation, must be provided
.and maintained between the land-disturbing activity and arty adjacent
property or watercourse;
-- new or a,,~`ected cut or filled slopes must be at an angle that can be retained
by vegetative cover, AND must b~,provided with a ground. cover sufficient
to restrain erosion within 21 calendar da,Zs of comp.~etion ~ anv phase
(rough or,(~nal) of grading (RYE GRASS IS NOT in the APPROVED
seeding specifications FOR is it an ACCEPTABLE substitute for the
providing of a temporary ground cover);
-- the CERTIFICATE OFPLANAPPROVAL must be posted aZ the primary
entrance to the job site and remain until the site is permanently stabilized;
-- unless a temporary, manufactured, lining material has been specified, a
clean straw mulch must be applied, at the minimum rate of 2 tons/acre, to
all seeded areas. The mulch must cover at least 75 % of the seeded area
after it is either tacked, with an acceptable tacking material, or crimped in
place;

Bath Bridgewater South, LLC
ATTN: Mr. John W. Baldwin, Manager
October 16, 2006
Page 3
-- in orderto-conrgly~with the intera of the Act, the scheduling of the land-
disturbing activities is to be such that both the area of exposure and the
time between the land disturbance and the providing of a ground cover is
minimized;
-- a permanent Prnund cover. st~cient restrain erosion, trust be provrded
within the shorter of IS working or 9~0 calendar days after completion of
construction or development on any portion of the tract (RYE GRASS IS
LY.Q~ in the APPROVED seeding spec{f cations ~ is it an
ACCEPTABLE substitute .for the providing of a nurse cover for the
permanent grass -coyer); and,
-- this approval is based, in part, on the accuracy of the information provided
in the Financial Responsibility/Ownership form submitted with the project
plans. You are required to file an amended form if there is any change in
the information included on the form. This approval and the financial
responsibility/liability cited in it does not automatically transfer with a
change in project ownership.
Be advised that to ensure compliance with the- approved plan and the program
requirements, unannounced periodic inspections will be made. If it is determined that the
implemented plan is inadequate, this office may require the installation of additional measures
and/or that the plan be revised to comply with state law. (Note: Revisions to the scope of this
project without prior approval of the plan showing the changes can be considered a violation).
Failure to comply with any part of the approved plan or with any requirements of this program
could result in the taking of appropriate legal action (civil or criminal) against the financially
responsible party (Bath Bridgewater South, LLC). Some options are Stop Work Orders and the
assessing of a civil penalty of up to $5000 for the initial violation plus up to $5000 per day for
each day .the site is out of compliance.
In recognizing the desirability of early coordination of sedimentation control, we believe
it would be beneficial for you and your contractor to arrange a preconstruction conference to
discuss the requirements of the approved erosion -and sedimentation control plan. Prior to
beginning this project, YOU ARE REQUIRED TO either CONTACT Tffi5 OFFICE TO
ADVISE Mr. Gary Novak (252-946-6481, ext. 3860) OF THE CONSTRUCTION START-UP
DATE, contractor and on-site contact person OR complete and return the attached Project
Information Sheet to-the above named.
Ac~;eptance and approval of this plan is conditioned upon your compliance with Federal
and State water quality laws, regulations and rules. In addition, the Land disturbing activity
described in this plan may also require approval or permitting from other agencies -Federal, State.
or Local. These could include the U. S. Army Corps of Engineers under Article 4.0.4.
jurisdiction, the I?ivision of Water Quality -Surface Water Section under stormwater regulations
(contact the Stormwater group at `~~2-946-6481), county, city or town agencies under other local

Bath Bridgewater South, LLC
ATTN: Mr. John W. Baldwin, Manager
October 16, 2006
Page 4
ordinances,. or offer approvals that may be required. 7'h~ approval does not supersede anv
other approval or ,permit.
Please be advised that a rule to protect and maintain existing buffers along watercourses
in the Taz-Pamlico River Basin became effective on January 1, 2000. The Taz-Pamlico River
Riparian Area Protection and Maintenance Rule (15A NCAC 2B.0259) applies to a 50 (horizontal)
foot wide. zone along all perennial and intermittent streams, lakes, ponds and estuaries in the Taz-
Pamlico River basin with forest vegetation on the adjacent land or "riparian area". In riparian
areas, the rule prohibits all land disturbance, new development and fertilizer use in the first 30
(horizontal) feet directly adjacent to the stream and/or coastal wetland vegetation. With the
exception of clearing, seeding and aone--time fertilizer use to establish the grass, the rule prohibits
new development in the zone 20 feet landwazd of the fast 30 feet of riparian area. For more
information about. the riparian area rule, please contact the Division of Water Quality's
Wetland/441 Unit at 919-733-1786.
Please be advised that all land-disturbing activities affecting 1 or more acres are required
to have a (Federal) NPDES permit. Enclosed is the Construction Activities General NPDES
Permit - NCGO10000 for this project. The responsibility for understanding and complying -with
this permit rests with you, the financially re~onsible party. Be aware that failure to comply with
this-permit eould-result in both the State-and Federal governments taking appropriate legal action.
Contact the Division of Water Quality - Surf~e Water Section at [phone] should you have
any questions regazding monitoring and record keeping requirements of the permit.
Sincerel ,
Patrick .McClain, PE
Regional Engineer
:pm
enclosures
w/o enc. cc: Stephen Janowski, PE, Baldwin and Associates
Alton Hodge, Division of Water Quality
Terry Moore, Division of Coastal Management

M AA7F ~
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STATE OF NORTH CAROLINA
.DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS
GOVERNOR
Beaufort County Regional Water System
Curtis Jett
111 W Second Street
Washington, NC 27889.
~1 -. _~ ~
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u V .~ u L
OCI 18 .2006
~alc9es~i~ ~ ~~~~ci~t~~
L S a~~
LYNDO TIPPETT
SECRETARY
SUBJECT: Encroachment Contract -Beaufort County (007-06-19); Bridgewater South
Attached hereto, for your files, is a copy of the Right of Way Encroachment Contract, which has
been properly executed. The contract covers the following: construction of 8" waterline, valves
and appurtenances along SR 1339 (Creek Road) iri Beaufort County as shown on attached plans.
APPROVED SUBJECT TO SPECIAL PROVISIONS:
General Requirements:
1) The encroaching party shall notify the District Engineer's office at [phone]
prior to beginning construction and upon completion of construction.
2) An executed copy. of this encroachment agreement, contract, and plans shall be present
at the construction site at all times during construction. If safety or traffic conditions
warrant such action, NCDOT reserves the right to further limit, .restrict, or suspend
.operations within the right of way.
3) The encroaching party is required to contact the appropriate Utility Companies involved
and make satisfactory arrangements to adjust the utilities in conflict with the proposed
work prior to beginning construction.
4) Trenching, bore pits and/or other excavations shall not be left open or unsafe overnight.
The Contractor shall comply with all OSHA requirements and provide a competent
person on site to supervise excavation at all times.
5) All fill areas/backfill shall be compacted to 95% density in accordance with AASHTO
T99 as modified by the NCDOT. All material to a depth of 8 inches below the finished
surface of the subgrade shall be compacted to a density equal to 100% of that obtained by
DIVISION TWO • DISTR[CT ONE • 1701 W FIFTH STREET • WASHINGTON, NC 27889
TELEPHONE [phone] • FAx [phone]
WEB SITE: WWW.NCDOT.ORG

Page 2 of 3
Beaufort County
Enc # 007-06-19
compacting a sample of the material in accordance with AASHTO T99 as modified by
the Department. The Contractor shall dry or add moisture to the subgrade when required
to provide a uniformly compacted and acceptable subgrade. All material placed in a
maximum of 6" lifts.
6) All earth areas disturbed shall be graded, dressed, seeded, mulched, and tacked with
liquid asphalt or other approved means within 10 days of completion of work in any area.
7) All workmanship and materials shall conform to North Carolina Department of
-- Transportation Standards and Specifications manual.
8) The encroaching party shall comply with all applicable federal, state and local
environmental regulations, and shall obtain all necessary federal, state and local
environmental permits, including but not limited to, those related to sediment control,
storm water, wetland, streams, endangered species and historical sites.
9) - All existing structures, pavement, drainage or otherwise, located inside the Right of Way
that are affected by this. work .shall be restored to meet the NCDOT Standards and
Specifications as directed by the District Engineer.
10) Ingress and egress shall be maintained to all businesses and dwellings affected by the
project.
11) Traffic Control Devices shall be in accordance with the manual on Uniform Traffic
Control Devices and amendments or supplements thereto. Proper traffic control devices,
signs, etc., shall be installed to insure public safety.
12) During non-working hours, equipment shall be parked as close to right of way lines as
possible and be properly barricaded in order to not have any equipment obstruction
within the Clear Recovery Area.
13) All roadway signs that .are removed due to construction shall be reinstalled as soon as
possible, but at least by the end of the same workday.
14) Excavation material shall not be placed on pavement. Drainage structures shall not be
blocked with excavation materials.
15) All soils located inside the Right of Way shall be considered a type "C" soil. All
trenching, shoring and excavation shall follow the OSHA guidelines for this type of soil.
16) Crossing by bore only no open cuts will be permitted.
17) All roadway crossings that exceed 6" shall be encased.

Page 3 of 3
Beaufort County
Enc # 007-06-19
18} All roadway crossings by dry bore method shall be a minimum of 3 feet below the
elevation of the existing roadway and 2 feet below the existing ditch.
19) Pipe encasements shall extend from ditch line to ditch line in cut sections, and 5 (five)
feet beyond toe of slope in fill sections, and 3 (three) feet behind curb sections.
20) All utilities shall be placed in accordance with the manual on Policies and Procedures for
Accommodating Utilities on the Highway Rights of Way.
21) All splice boxes, manholes, and other appurtenances within the NCDOT right of way
shall be located at/outside the right of way line. Manholes and/or vaults shall not be
placed in the ditch line, side slopes of the ditches, or in the pavement.
22) Any drop off greater than 2" from the edge of pavement shall be made safe by using a 6:1
slope or flatter or a width. of 6 feet
Sincerely,
c.Q ._~-.~-~,4~ I~
,~ C.E. Lassiter, Jr., P.E.
Aivision Engineer
CEL%DRT/SD'W/dr
Cc: Mr. J. R Memory, State Utility Agent
Mr. C. E. Lassiter, Jr., PE, Division Engineer
Mr. Danny R. Taylor, District Engineer
Mr. D. C. Fornes/Ni. J. Del Monte, Inspector
Baldwin & Associates, 1015 Conference Drive, Greenville; NC 27858

NG~t" Carolina Division of Environmental Health
' ~i4~1 Terry L. Pierce, Director
{ ~ 1,
Public Water Supply Section
Division of
Environmental Health Jessica G. Miles, Section Chief
~j "~
State of North Carolina
Michael F. Easley, Governor
Department of Environment and
Natural Resources
William.G. Ross, Secretary
October 23, 2006
CURTIS JETT, MANAGER
111 WEST 2ND STREET
WASHINGTON, NC 27889

Re: Authorization to Construct
BRIDGEWATER SOUTH ~al~~"~~° L= € ~'c~~~~"~-~
BEAUFORT CO REGIONAL WATER
BEAUFORT COUNTY NC0407035
Dear Applicant:
This letter is to confirm that a complete Engineer's Report and a Water System Management Plan have been
received, and that engineering plans and specifications have been approved by the Department for
BRIDGEWATER SOUTH, DEH Serial No. 06-01699.
The Authorization to Construct is valid for 24 months from the date of this letter. Authorization to Construct
may be extended if the Rules Governing Public Water Supplies and site conditions have not changed. The
Authorization to Construct and the engineering plans and specifications approval letter, shall be posted at the
primary entrance of the job site before and during construction.
Approval must be secured from the Department before any construction or installation if:
• Deviation from the approved engineering plans and specifications is necessary; or
• There are changes in site conditions affecting capacity, hydraulic conditions, operating units, the function
of water treatment processes, the quality of water to be delivered, or conditions imposed by the
Department in any approval letters.
Upon completion of the construction or modification and in accordance with Rule .0303, the applicant shall
submit a certification statement directly to SIRAJ CHOHAN of this office. This statement must be signed and
sealed by a registered professional engineer stating that construction was completed in accordance with approved
engineering plans and specifications, including any provisions stipulated in the Department's engineering plan and
specification approval letter. Prior to Final Approval, the applicant shall submit a signed certification stating that
the requirements in 15A NCAC 18C .0307 (d) and (e) have been satisfied and if applicable, a completed
application for an Operating Permit and fee. Once the certification statements and operating permit application
and fee, if applicable, are received and determined adequate, the Department will grant Final Approval in
accordance with Rule .0309 (a). Therefore, no construction, alteration, or expansion of a water system shall be
placed into service until Final Approval has been issued by the Department.
If we can be of further assistance, please call [phone].
Sincerely,
Tony C. Chen, P.E.
Technical Services Branch
Public Water Supply Section
TCC:SMC
cc: FRED HILL, REGIONAL ENGINEER
BALDWIN & ASSOCIATES PA
1634 Mail Service Center, Raleigh, North Carolina 27699-1634
Telephone [phone] • Fax [phone] • Lab Form Fax [phone]
http://ncdrinkingwater.state.nc.usl

NorthCarolina
~aturallr~
An Equal Opportunity /Affirmative Action Employer

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°rt" `~`°""a Division of Environmental Health
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~i~ ~l Terry L. Pierce, Director
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Public Water Supply Section
Division of
Environmentaixealth
Jessica G. Mlles, Section Chief
October 25, 2006
Mr. Curtis Jett, Manager
Beaufort County Regional Water System
111 West 2°d Street
Washington, North Carolina 27889
Re: Water Main Extension
Beaufort County Regional Water System
Bridgewater South Subdivision
PWS ID: 04-07-035, Beaufort County
Dear NU. Jett:
State of Norfh Carolina
Michael F. Easley, Governor
Department of Environment and
Natu2/Resources
William G. Ross, Secretary
Enclosed please find one copy of the "Application for Approval:.." together with one copy of the referenced plans and
specifications bearing the Division of Environmental Health stamp of approval for the referenced project. These plans and
specifications are approved under Division of Environmental Health serial number 06-01699, dated October 19, 2006.
Plans and specifications prepared by J. Stephens Janowski, P.E:, call for the installation of approximately 3,179 feet
of 8-inch water main, valves, hydrants and other appurtenances along Peninsula Mooring Drive and Maritime Loop to provide
service to Bridgewater South Subdivision. The proposed 8-inch water main will tie to an existing 8-inch waterline on
SR 1339 (Creek Road).
Please note that an "Authorization to Construct" requires both this approval of Engineering Plans and Specifications and
submittal of a complete Water System Management Plan. No construction shall be undertaken, and no contract for construction,
alteration, or installations shall be entered into until the Department issues an Authorization to Construct letter in accordance
with 15A NCAC 18C .0305(a).
These plans and specifications in the foregoing application are approved insofar as the protection of public health is
concerned as provided in the rules, standards and criteria adopted under the authority of Chapter 130A-317 of the General
Statutes. This approval does not constitute a warranty of the design, construction or future operation of the water system.
One copy of each enclosed document is being forwarded to our Washington Regional Office. The third copy is being
retained in our permanent files.
If we can be of further service, please call on us at [phone].
Tony C: Chen, P.E.
Lead Engineer, Plan Review
Technical Services Branch
TCC/SMC/sep
Enclosures: Approval Documents
cc: Fred Hill, Regional Engineer
Beaufort County Health Department
Baldwin and Associates
1634 Mail Service Center, Raleigh, North Carolina 27699-1634 NorthCarolina
Telephone [phone] • Fax [phone] • Lab Form Fax [phone]
http://ncdrinkingwater.state.nc.us/ ~aturallr~
An Fnual Onnnrtunity /Affirmative Action Fmnlover

Agent Authorization
I certify that Baldwin and Associates has my permission to submit permit
applications to environmental review agencies for the Bridgewater South
Subdivision on my behalf.
O 1~0~ ~2~'7
John

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200610241 County: Beaufort U.S.G.S. Quad: Bath
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Bridgewater South and Bridgewater West
Address: c/o Mr. Byron Midyette
102 Craven Street
Bath, North Carolina 27808
Telephone No.: [phone]
~-~j ~

Baisli~r~., ~~. ,~,.~:.~..,.: - ::.~te~
Property description:
Size (acres) 88.966 acres Nearest Town Bath
Nearest Waterway Bath Creek River Basin Tar-Pamlico
USGS HUC 03020104 Coordinates N 35.480826 W -76.822162
Location description An 88.966 acre parcel located on either side of Archibell Creek Road (NCSR 1339) immediatley
north of Adams Creek and fronting Bath Creek near the Town of Bath in Beaufort County, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there maybe wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331).
B. Approved Determination
_ There are Navigable Waters of the United States within the above described properly subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
.our published regulations, this determination maybe relied upon for a period not to exceed five years from the date of this
notification.
X There are wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water
Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination maybe
relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
X The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on 8/29/2006. Unless there is a change in the law or our published regulations, this
determination maybe relied upon for a period not to exceed five years from the date of this notification.
_ Please be advised that a Prior Converted Cropland (PC) determination made by the Natural Resource Conservation Service
(MRCS) remains valid as long as the area is devoted to an agricultural use. If the land changes to a nonagricultural use,
the PC determination is no longer applicable and a new wetland determination is required for Clean Water Act purposes.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
Page 1 of 2
SAP 0 5 2006

Action ID: 200610241
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Washington, NC, at [phone] to deternne
their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Mr.-Scott Jones, PWS at (2521975-1616 extension 27.
C. Basis For Determination
This site exhibits wetland criteria as described in the 1987 Coras Wetland Delineation Manual and is cart of a broad
continuum of wetlands connected to Bath Creek and the Pamlico River.
D. Remarks
Plat entitled "Wetlands Boundary Survev for Bridgewater South and Bridgewater West" and prepared by Baldwin
and Associates on 08/14/2006. Initial iurisdictional determination signed for this tract on 10/24/2005.
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the South Atlantic Division, Division Office at the Following
address:
Mr. Michael F. Bell, Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 10/29/2006.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the detemunation in this
correspondence.
Corps Regulator Official: ( ~~LS2~ ~~
Y
Date 08/29/2006 Expiration Date 08/29/2011
Copy furnished:
Baldwin and Associates
1015 Coference Drive
Greenville, North Carolina 27858
Bath Bridgewater South, LLC
6332 Wakefalls Drive
Wake Forest, North Carolina 27587
Bath Bridgewater West, LLC
6332 Wakefalls Drive
Wake Forest, North Carolina 27587
Page 2 of 2

JURISDICTIONAL DETERMINATION Revised 8/13/04
U.S. Army Corps of Engineers
DISTRICT OFFICE: CESAW-RG-W
FILE NUMBER: 200610241
PROJECT LOCATION INFORMATION:
State: NC
County: Beaufort
Center coordinates of site (latitude/longitude): 35.480826 / -76.822162
Approximate size of area (pazcel) reviewed, including uplands: 94.06 acres.
Name of nearest waterway: Bath Creek
Name of watershed: Pamlico River
JURISDICTIONAL DETERMINATION
Completed: Desktop determination Date:
Site visit(s) Date(s): 10/24/2005
Jurisdictional Determination (JD):
Preliminary JD -Based on available information, ^ there appear to be (or) ^ there appear to be no "waters of the United States"
and/or "navigable waters of the United States" on the project site. A preliminary JD is not appealable (Reference 33 CFR part
331).
Approved JD - An approved JD is an appealable action (Reference 33 CFR part 331).
Check all that apply:
There are "navigable waters of the United States" (as defined by 33 CFR part 329 and associated guidance) within the reviewed
area. Approximate size of jurisdictional area:
There are "waters of the United States" (as defined by 33 CFR part 328 and associated guidance) within the reviewed area.
Approximate size of jurisdictional area: 8.340 acres.
There are "isolated, non-navigable, infra-state waters or wetlands" within the reviewed area.
Decision supported by SWANCC/Migratory Bird Rule Information Sheet for Determination of No Jurisdiction.
BASIS OF JURISDICTIONAL DETERMINATION:
A. Waters defined under 33 CFR part 329 as navigable waters of the United States":
The presence of waters that are subject to the ebb and flow of the tide and/or are presently used, or have been used in
the past, or maybe susceptible for use to transport interstate or foreign commerce.
B. Waters defined under 33 CFR part 328.3(a) as "waters of the United States":
(1) The presence of waters, which are currently used, or were used in the past, or may be susceptible to use in
interstate or foreign commerce, including all waters which are subject to the ebb and flow of the tide.
(2) The presence of interstate waters including interstate wetlands.
(3) The presence of other waters such as intrastate lakes, rivers, streams (including intermittent streams), mudflats, sandflats,
wetlands, sloughs, prairie potholes, wet meadows, playa lakes, or natural ponds, the use, degradation or destruction of which could
affect interstate commerce including any such waters (check all that apply):
^ (i) which are or could be used by interstate or foreign travelers for recreational or other purposes.
^ (ii) from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
^ (iii) which are or could be used for industrial purposes by industries in interstate commerce.
(4) Impoundments of waters otherwise defined as waters of the US.
^~ (5) The presence of a tributary to a water identified in (1) - (4) above.
(6) The presence of territorial seas..
(7) The presence of wetlands adjacentZ to other waters of the US, except for those wetlands adjacent to other wetlands.
Rationale for the Basis of Jurisdictional Determination (applies to any boxes checked above). If the jurisdictional water or
wetland is not itself a navigable water of the United States, describe connection(s) to the downstream navigable waters. IfB(I) or B(3)
is used as the Basis of Jurisdiction, document navigability and/or interstate commerce connection (i.e., discuss site conditions, including
why the waterbody is navigable and/or how the destruction of the waterbody could affect interstate or foreign commerce). If B(2, 4, S or
6) is used as the Basis of Jurisdiction, document the rationale used to make the determination. IfB(7) is used as the Basis of
Jurisdiction, document the rationale used to make adjacency determination: This site exhibits wetland criteria as described in the 1987
Corps Wetland Delineation Manual and is part of a broad continuum of wetlands connected to Bath Creek and the Pamlico River.
Page 3 of 2

Lateral Extent of Jurisdiction: (Reference: 33 CFR parts 328 and 329)
Ordinary High Water Mark indicated by: High Tide Line indicated by:
^ cleaz, natural line impressed on the bank ^ oil or scum line along shore objects
^ the presence of litter and debris ^ fine shell or debris deposits (foreshore)
^ changes in the character of soil ^ physical mazkings/chazacteristics
^ destruction of terrestrial vegetation ^ tidal gages
^ shelving ^ other:
^ other:
Mean High Water Mark indicated by:
^ survey to available datum; ^ physical mazkings; ^ vegetation lines/changes in vegetation types.
Wetland boundaries, as shown on the attached wetland delineation map and/or in a delineation report prepazed by: Gene Aston
Basis For Not Asserting Jurisdiction:
The reviewed area consists entirely of uplands.
Unable to confirm the presence of waters in 33 CFR part 328(a)(1, 2, or 4-7).
Headquarters declined to approve jurisdiction on the basis of 33 CFR part 328.3(a)(3).
The Corps has made acase-specific detemunation that the following waters present on the site aze not Waters of the United States:
^ Waste treatment systems, including treatment ponds or lagoons, pursuant to 33 CFR part 328.3.
^ Artificially irrigated azeas, which would revert to upland if the irrigation ceased.
^ Artificial lakes and ponds created by excavating and/or diking dry land to collect and
retain water and which aze used exclusively for such purposes as stock watering, irrigation, settling basins, orrice growing.
^ Artificial reflecting or swimming pools or other small ornamental bodies of water created
by excavating and/or diking dry land to retain water for primarily aesthetic reasons.
^ Water-filled depressions created in dry land incidental to construction activity and pits excavated in dry land for the purpose
of obtaining fill, sand, or gravel unless and until the construction or excavation operation is abandoned and the resulting
body of water meets the definition of waters of the United States found at 33 CFR 328.3(a).
^ Isolated, intrastate wetland with no nexus to interstate commerce.
^ Prior converted cropland, as detemuned by the Natural Resources Conservation Service. Explain rationale:
^ Non-tidal drainage or irrigation ditches excavated on dry land. Explain rationale:
^ Other (explain):
DATA REVIEWED FOR JURSIDICTIONAL DETERMINATION (mark all that apply):
Maps, plans, plots or plat submitted by or on behalf of the applicant.
Data sheets prepazed/submitted by or on behalf of the applicant.
® This office concurs with the delineation report, dated 10/24/2005, prepared by (company): Gene Aston
^ This office does not concur with the delineation report, dated , prepazed by (company):
Data sheets prepazed by the Corps.
Corps' navigable waters' studies:
U.S. Geological Survey Hydrologic Atlas:
U.S. Geological Survey 7.5 Minute Topographic maps: Bath
U.S. Geological Survey 7.5 Minute Historic quadrangles:
U.S. Geological Survey IS Minute Historic quadrangles:
USDA Natural Resources Conservation Service Soil Survey: Beaufort
National wetlands inventory maps:
State/Local wetland inventory maps:
FEMA/FIRM maps (Map Name & Date):
100-yeaz Floodplain Elevation is: (NGVD)
Aerial Photographs (Name & Date): CESAW
[~ Other photographs (Date):
Advanced Identification Wetland maps:
Site visit/determination conducted on: 10/24/2005
~ Applicable/supporting case law:
Other information (please specify):
Wetlands are identified and delineated using the methods and criteria established in the Corps Wetland Delineation Manual (87 Manual) (i.e., occurrence of
hydrophytic vegetation, hydric soils and wetland hydrology).
ZThe term "adjacent" means bordering, contiguous, or neighboring. Wetlands separated from other waters of the U.S. by man-made dikes or bamers, natural
river berms, beach dunes, and the like are also adjacent.

A licant: Byron Midyette File Number: 200610241 Date: 08/29/2006
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
ermission)
PROFFERED PERMIT Standard Permit or Letter of ermission B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you
may request that the permit be modified accordingly. You must complete Section II of this form and return
the form to the. district engineer. Your objections must be received by the district engineer within 60 days of
the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your
letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your
concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having
determined that the permit should be issued as previously written. After evaluating your objections, the
district engineer will send you a proffered permit for your reconsideration, asindicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the. LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and
conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal
Process by completing Section II of this form and sending the form to the division engineer. This form must
be received by the division engineer within 60 days of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which maybe appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
.ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
If you have questions regarding this decision If you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also contact:
Mr. Scott Jones, Project Manager Mr. Michael F. Bell, Administrative Appeal Review Officer
CESAW-RG-W CESAD-ET-CO-R
Post Office Box 1000 U.S. Army Corps of Engineers, South Atlantic Division
Washington, North Carolina 27889 60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date: Telephone number:
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490