20061623 Ver 2_CAMA Application_20080701

0 Lo - I LO a.3 v 2
CAMA Major Permit Application
Boat Ramp & Pier
Bridgewater North Subdivision
Bath, North Carolina
Submitted by:
BDG Smith Pamlico Associates, LLC
c/o Barton Development Group
7000 Six Forks Road, Suite 115
Raleigh, North Carolina 27615
JUL 1 2008
MW. WATER'DUAUTV
WEnWS MO ST( BOATER BRAN
oc? ??a3 U2
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross, Jr., Secretary
MEMORANDUM
TO: Ms. Cyndi Karoly
Env. Biological Supervisor
Division of Water Quality, Wetlands Unit
FROM: Doug Huggett Respond to Doug Huggett
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 30 June 2008
SUBJECT: CAMA Application Review
APPLICANT: Barton Development Group - Bridgewater North
PROJECT LOCATION: Common area in Bridgewater North subdivision off Creek Rd (SRI 339),
adjacent to Bath Creek, a Tributary of the Pamlico River, in the Town of Bath, in Beaufort
County.
PROPOSED PROJECT: Applicant proposes to build a community pier and boat ramp.
Please indicate below your position or viewpoint on the proposed project and return this form by 27 July
2008. Please contact Mike Thomas at 252-948-3950 you have any questions regarding the proposed
project. When appropriate, in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Signed
Date R ow ? D
JUL 1 -2008
D NR - WATER QUAUTY
WETLANOW BRANCH
atura/!!l
943 Washington Square Mali, Washington, North Carolina 27889
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.netl
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Barton Development Group - Bridgewater North
2. LOCATION OF PROJECT SITE: common area in Bridgewater North subdivision off Creek Rd
(SR1339), adjacent to Bath Creek, a Tributary of the Pamlico River, in the Town of Bath, in Beaufort
County.
Photo Index 2006: 103-8674 J-5 2000: 103-1313 K-4
State Plane Coordinates - X: 640,582.313 Y: 2,650,515.606 GPS Rover File # H111610AQ
USGS Quad: Bath (upper middle)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 16 November 2007
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 17 June 2008
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Limited Transition
(B) AEC(s) Involved: Public Trust Shoreline
(C) Water Dependent: Yes
(D) Intended Use: Private Community Use
(E) Wastewater Treatment: Existing - none
Planned - individual septic systems
(F) Type of Structures: Existing - none on the project site, subdivision roads, a single-family
home, and a stable with pasture in another portion of the subdivision.
Planned - ± 100' X t 6' pier, with a ±42' X ± 6' catwalk, (2) f 30' X ± 18
wetslips, ±30' X ±6' catwalk, a ±20' X ±20' platform, a ±70' X ±15'
pile supported concrete boat ramp, ±50' of bulkhead, and ± 135' of vinyl
groin to stabilize the boat ramp (±70' below the normal water level).
(G) Estimated Annual Rate of Erosion: yes
Source - applicant
7. HABITAT DESCRIPTION:
[AREA]
T')RF.nc.1P. n FTT,T,FD OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
Creek bottom ±1,170 ft2 +1,432 ft2
shaded
(C) New Impervious Surface in the AEC ±750 ft2
(D) Total Area Disturbed: ±3,352 ft2
(E) Primary Nursery Area: Yes Inland
(F) Water Classification: SC-nutrient sensitive waters Open: No
8. PROJECT SUMMARY: The applicant proposes to build a community pier and boat ramp.

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`l -, vaters of Bath CA & are Assified SC--nutrient scri itive waters by the North
Carolina invirolimental Management Commission. Bath Creek is designated as an inland Primary
Nur wly Arc!a by the North Caroli na Wildlife Resources Commission. Water depths along the
project site were field verifi(,d on 1.6 -?overiiber 2008 and rang=e from less than 1 foot below the
normal ?.vateh level ?year the shoreline to -3.0 feet at ±80 feet into Bath Creek. The project site

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piopo}-,ed, b , di( f: is ±83) ft'.
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),1??_Yrucl ,)oat ramp is being proposed due to the 7radiml slopM of the creek bot:toiia along the
project sit. As proposed, the bom rwnp M1 be elevatr-ci 6'a1 c v the normal Nvate level at the
WNW end and shpe down to reach --3' of water depth at the terminal end (±70'below the
11 WTO. The boat ramp will be stabilized on the upstrearn side by a ± 135'vinyl groin of which
± 70M be below the normal water level. The applicant proposes to stabilize the shoreline both
upstrtani and dwvn of the boat ramp with ±25'of vinyl bulkhead for a total of ±501inear feet.
The alignment of the proposed bulkhead will approximate the normal water level. A f 50'long by
t 15'wide paved road will allow access from the turn around area to the boat ramp. The turn
around has a dedicated area for golf cart parking.
The applicant proposes to reduce surface run off from the turn around area by diverting
stormwater to a constructed rain garden for infiltration. The rain garden will be constructed in the
center of the turn around outside of the Public Trust Shoreline Area of Environmental Concern
and will be ±3,750ft2 in size. As proposed, the rain garden will be constructed using a
combination of water control structures, soil modifications, and vegetative plantings.
Anticipated impacts
The construction of the pier, platform and finger piers will result in the shading of f 1,432
ft2 of creek bottom. The proposed boat ramp will result in the filling of ±1,050ft2 of creek
bottom. The vinyl groin will result in the filling of f 70ft2 of creek bottom. Shoreline stabilization
will result in the filling of ±50ft2 of creek bottom. The boat ramp access road will increase the
amount of impervious surface within the Public Trust Shoreline by ±750ft2 or +-0.005% The
project as proposed will result in localized turbidity as a result of the construction activities.
Mike S. Thomas 10 June 2008
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stall of con.:_,tructio)., t"a6l' a to j5 haw `;ommacK-i v'ith.n 30 days;, 6_)c eio;J:nl o'
thV shorel.in ; by adverse -weather concitio .s, shall require the alignment to [te re-
sti'keJ by DC'.M ` Ah;. l a na;_Imwn o.l 30 days prior to th n ,-w expectcd sou-i o
cc,nstl uction.
7. I e bulkhead shall be constructed prio.- to any backfilling activities.
8. Groins shall pose. no'i:lrm '?o navigation.
9. The height of groins shall not exceed 1 foot above the normal water level.
10. "L" and "T" sections shall not be allowed at the end of groins.
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Table of Contents
1. Project Narrative
2. Applications (DCM MP-1, MP-2, MP-3 & MP-4)
• 3. Archaeological Report (summary)
4. Environmental Report from William Smith
5. Zoning Compliance Letter from Town of Bath
6. Deed of Ownership
7. Certified Mail Receipts from Adjacent Owners
8. Site Plan & Landscape Plan
9. Construction Details
10. Recorded Plat of Subdivision
11. Survey of Riparian Property Lines
ag@ffluwfgo?
• JUL 1 2008
DENR - WATER QUAUTY
WETLANDS AND STORMWATER BRANCH
06 - ? to a3 U2
•
May 27, 2008
Mr. Mike Thomas
NCDENR - Division of Coastal Management
943 Washington Square Mall
Washington, North Carolina 27889
Re: CAMA Major Permit Application
Boat Ramp and Slips
Bridgewater North Subdivision
Dear Mr.
The following will outline the intent of the project and will refer to numerous support
materials found in the application package.
Subdivision Overview
Bridgewater North is a subdivision that completed construction in July 2007. The
property is located on the west bank of Bath Creek, approximately 1/4 mile north of
NC Highway 92. It is made up of 45 lots on approximately 149 acres. Of the 149
acres, 60.4 acres or 40% of the site have been reserved for common area and cannot
be developed. Some of this common area has been converted into horse pasture,
eliminating the need for agricultural fertilizers and pesticides previously used on the
fields.
Existing Permits
Permits issued for the project are:
Driveway & Encroachment
On-site Septic Permit
Stormwater Permit
Wetland Crossing Permit
Erosion Control Permit
Common Area Overview
NCDOT
Beaufort County
NCDWQ
Corp of Engineers
NCDENR
The common area for the boat ramp is 2.79 acres and contains a mixture of open
field, wooded areas, 404 wetlands and coastal marsh. The wetlands and marsh areas
have been delineated and approved by the required authorities. The detailed
delineation of these areas are shown on the enclosed site plan and the recorded map.
0
1 of I
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The stormwater permit allows for up to 0.55 acres of impervious, of which the project
will require 0.46 acres of impervious surface.
Scope of Work
The application proposes the construction of a private suspended boat ramp and a
private pier with two slips to serve the subdivision only. Only in the event of an
emergency can the Town of Bath use the boat ramp to remove boats from the water.
The ramp will be supported on wood pilings until the water depth becomes deep
enough to launch a boat. The ramp is supported to minimize the disturbance of the
creek shore and the amount of concrete used for the ramp. The Town of Bath has
approved the ramp and limited the pier to only two slips. The patio area on the pier
will be 400 square feet and will not be covered.
Rain Garden
Per William Smith's report, instead of allowing stormwater to flow directly into Bath
Creek, a rain garden is proposed in the center of the turnaround. The turnaround
itself will be elevated so the only water that drains directly into Bath Creek is on the
boat ramp. All other paved areas will flow into the rain garden. The rain garden,
through the use of modified soil and special plantings, will allow the stormwater to
pond in the middle and allow the garden to slowly filter the water through the soil.
The UNC Coastal Studies Institute was very helpful in the design of this feature.
Signage
•
There will be small signs displayed at the rain garden that will increase public
awareness. The signs will provide a brief description of the measure and how it
works.
I look forward to working Division of Coastal Management on the approval and
implementation of this project. Please do not hesitate to call me if you have any
questions regarding this application.
Sincerely,

Bob Anderson
of I

DCM MP4 0 ?° ?° a 3 U Z.
APPLICATION for
MaJor Development Permit
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9
(last revised 72127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (If applicable)

Applicant 1: First Name
/ --?70 LYE f MI
\t Last Name
4!'t
Applicant 2: First Name MI Last Name
!f additional applicants, please attach an additional page(s) with names listed.
Mailing Address PC Box City State
ZIP
v Country
? ? Phone No.
L' ext.
- `
? FAX No. c
7,)-7
-
.
Street Address (if different from above) City State ZIP
Email
ii1Pe9Gt's'a1 i?:d! G ?J?Br/?d?I -G??. iZli?
Form continues on back>
Form DCM MP-1 (Page 2 of 4) APPLICATION for
Major Development Permit
•
3, Project Location
County (can be multiple) Street Address State Rd. #
b I
u&l ,Y
/C'e ?'/9 tivl9 o of c 't
Subdivision Name City State Zip
'
Phone o.
- - e
t Lot Na.(a) (if many, attach additional page with list)
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a, in which NC river basin Is the project located? b. Name of body of water nearest to proposed project ,
I-?v - Fe,-o, /ac, -- r";;,:i c?v-c&j_
c. Is the water body identified in (b) above, natural or manmade?
)B?atural ?Manmade ?Unknown d. Name the closest major water body to the proposed project site.
eP`'m / iC-C, V-C-v
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
, &es ?No work falls within.

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4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
61 &'n ' is r, I/ IV--2
c. Size of individual lot(s)
.Z, ?'; i?ilGSr ?j1y?j9q,? ?'a?rl?r f d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(if many lot sizes, please attach additional page with a list) ?NHW or KNWL
e. Vegetation on tract
1
f. Man-made features and uses now on tract
&A, .,,/,E
g. Identify and describe the existing land uses adiacent to the proposed project site,

h. How does local government zone the tract? I. Is the proposed project consistent with the applicable zoning?
i
i (Attach zoning compliance certificate, if applicable)
)QYes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes 00
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. Difes -lo ?NA
If yes, by whom? o'(I"coha G olo G Urlsv{ ?S o-? f?K Cr'o/
f ?l Ct
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes Wo ?NA
National Register fisted 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. (1) Are there wetlands on the site? )Yes ?No
(11) Are there coastal wetlands on the site? Yes ?No
(111) If yes to either (1) or (ii) above, has a delineation been conducted?
(Attach documentation, if available) XYes ?No
r?.l?" r;{Ycfj /cam
n. Describe existing wastewater treatment facilities.

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A h, ?R/ 3?GVti

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o. Describe existing drinking water supply source.

p. Describe existing storm water management or treatment systems.
r%? (i? ??.?Yc??-?!3 S-GC- I?C?Vt''>'/ r/?i? _ <?YAr?V/ '."??6,h,`?1 ?G? ?
5. Activities and Impacts
a. Will the oroiect be for commercial, public, or private use? ?Commercial ?Public/Government
);aPrivate/Community
b. Give a brief description of purpose, use, and dally operations of the project when complete.
v7o C• f /A-t /,S_ / fs "4,1// 174V-e 41AW-ls
G's- /_ `1', I - A4 o: s &#44- P /-A 41'v ?C 'h ' f t t'/u Tom' A(c Aft'l-I d 'T-
c. Describe the propo'kd cdnstrVptigFl Mpthgdpl types f.constr Gtion?equipmant to be used during construction, the number of each type
of equipment and where it is to be stored
IN VNC
d. List all development activities you propose.
?/111'I?'??/n'C. /?1?'7nlal<it/CVI ?'?-v?''7?r` .
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e. Are the proposed activities maintenance of an existing project, new work, or both?
f. What is the approximate total disturbed land area resulting from the proposed project? ?Sq.Ft orMAcres
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 loca(ion and type of existing and proposed djscharges to waters of the state. g
7L` f f
%?jrri f1- 1.Y1GVL/?E?Virc? ?v?il <f;b Gc ?+ ,'
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i. Will wastewater or stormwater be discharged into a wetland? ?,,•y/(? ?Yes ?No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?YesJ4No ?NA
j. Is there any mitigation proposed? es ?No ?NA
If yes, attach a mitigation proposal. -G-c_ , :,
<Form continues on back>
Form DCM MP-1 (Page 4 of 4) APPLICATION for
Major Development Permit
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`6. Additional Information
imaddition 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. Hems (a) - (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectlonal 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. j/ w7??IE- t ',s z_"
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site. ,i
d. A copy of the deed (with state application only) or-other Instrument under which the applicant claims title to the affected properties. ?
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mall. Such landowners must be advised that they have 30 days In
which to submit comments on the proposed project to the Division of Coastal Management.
Name [3e ?`? 1-1-e- Phone No.
Address / ?v'/ .S X 1?'? ?'' / `? 16 t? .2 -7 t:. /
Name C:ir?i s y ixt- S:" ? Phone No.
Address :?-
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.
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h. Signed consultant or agent authorization form, if applicable.
1. Wetland delineation, if necessary, ` .y y l 1?Gr C???°r?( y? v
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.
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L.t X23

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1 7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date 7_ Print Name ?/'] r• ?? t?l u7
Signature
Please indicate application attachments pertaining to your proposed project.
pDCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
?DCM MP-3 Upland Development
,(DCM MP-4 Structures Information
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Form DCM MP-2
e.XCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet. eey
Access Other
Channel
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
NWL stabilization
Length `7 6 3 S
Width 5 1 2 I
Avg. Existing
Depth ,
c?
NA
NA
Final Project
Depth
7-
NA
NA
1. EXCAVATION ?This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
? N44
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL NNone
(ii) Describe the purpose of the excavation in these areas:
d. High-ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL Ohis section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area?
?Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner.
e. (1) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ?None
(ii) Describe the purpose of disposal in these areas:
0
d. (i) Will a disposal area be available for future maintenance?
?Yes ?No ?NA
(Ii) If yes, where?
f. (i) Does the disposal include any area in the water?
?Yes ?No ?NA
(ii) If yes, how much water area is affected?

3. SHORELINE STABILIZATION ?This section not applicable
(if development is a wood groin, use MP-4 - Structures)
Type of shoreline stabilization: b. Length: O
V
C.
Aulkhead ?Riprap ?Breakwater/Sill ?Other: Width: Mdr/ r
Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
Z 7 lyl G2rt lCW 1NG2+?!
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
months?
f
es ?No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level. h. Type of fill material. 11
Bulkhead backfili © Riprap
Breakwater/Sill 0 Other "O
I. Source of fill material.
4, OTHER FILL ACTIVITIES 01his section not applicable
(Excluding Shoreline Stabilization)
a. (I) Will fill material be brought to the site? ?Yes ?No ?NA b. (1) Will fill material be placed in coastal wetlands/marsh (CWI.
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii) Amount of material to be placed in the water other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(iii) Dimensions of fill area ?CW ?SAV
?SB
(iv) Purpose of fill
?WL ?None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
5i /f ?-?<- 2r?v??zm( a•?'G? iZc
c. (1) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
?Yes Zo ?NA site? ?Yes RNo ?NA
(ii) If yes, explain what type and how they will be implemented. (ii) if yes, explain steps that will be taken to avoid or minimize
environmental impacts.
/Y- /-V 7 e Ae 40V? 29i,?O-
Date / Applicant Name
-Project Name A cant Signature
Form DCM MP-3
#JPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
els'S11$5lc 14' `6 Ak
b. Number of lots or parcels.
isr
c. Density (give the number of residential units and the units per
acre).
a*r-/S 0.30 ailf7? 14Cee
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
Oyes ?No ?NA APpepVe4, /- g -o7
(ii) if yes, list the date submino?
,C3E?y? 2 0 0? - 02? -
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
A--
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
6_*" S, ?K C 64.%-e
'/ 4sPhz/e
I if
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 and/or built-upon surfaces, such as require a Stormwater Certification.
pavement, building, roofto s, or to be used for vehicular driveways
parking. 3 &4 ? K 3 O ?clspfh . 9ev, coo s (i) Has a site development plan been submitted to the Division of
or o f Alec, Water Quality for review?
SD sf 9' Q. 0o0-4T ZYes []No ?NA 4011rw ( 11^ 7 -0(-
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.
(ii) If yes, list the date submitted: , #-SW 70 ((,./O //
j. Describe proposed method of sewage disposal.
o:i e_ jj f
1. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
-L
k. Have the facilities described in Item (i) received state or local
approval?
JZYes ?No ?NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
?Yes ZNo ?NA
If yes, attach appropriate documentation.
:i1r/A5 S S Wz?{.d ?» lC(/? ?
•
m. Describe proposed drinking water supply source (e.g., well, n. (i) Will water be impounded? ?Yes 'Mo ?NA
community, public system, etc.)
(ii) If yes, how many acres?
Go??i wa?W'
o. When was the lot(s) platted and recorded? p. If proposed development Is a subdivision, will additional utilities be
/_ S installed for this upland development?
? b ? Oles ?No ?NA
Date
ISO -rdlc
Project Name
Applicant Name
App nt Signature
9 V
0
b i Michael F. Easley, Governor
?O G William G. Ross Jr., Secretary
P North Carolina Department of Environment and Natural Resources
p Alan W. Klimek, P.E. Director
Division of Water Quality
November 7, 2006
Mr. Robert J. Anderson, Member/Manager
BDG Smith Pamlico Associates, LLC
7000 Six Forks Rd., Suite 115
Raleigh, NC 27615
Subject: Stormwater Permit No. SW7061011
Bridgewater North
Low Density Subdivision Permit
Beaufort County
Dear Mr. Anderson:
The Washington Regional Office received a complete Stormwater Management Permit
Application for Bridgewater North on October 30, 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. SW7061011, dated November 7, 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 limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written
petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, 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,
I o
Regional Supervisor
Surface Water Protection Section
AH/sav: C:\STORMWATER\PERMIT\SW7061011
cc: Stephen Janowski, PE
Beaufort County Building Inspections
Washington Regional Office
Central Files
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: +±??_« nc??_atcr?lit};cirg 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
One
Caro
Xtllral
Form DCM MP-4
i? STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1 DOCKING. FACILITY/MARINA CHARACTERISTICS pThrs section not applicable
a. (i) Is the docking facility/marina: b. p) Will the facility be open to the general public?
[]Commercial []Public/Government Private/Community []Yes ZNo
c. (1) Dock(s) and/or pier(s) d. (1) Are Finger Piers included? ZYes ?No
(ii) Number If yes:
(iii) Length (Ii) Number
(iv) Width E' (Iii) Length
(v) Floating []Yes ;2 No (iv) Width
(v) Floating []Yes ZNo
e, (i) Are Platforms included? jZjYes []No f. (1) Are Boatllfts included? []Yes ZNo
If yes: If yes:
(ii) Number (Ii) Number
(iii) Length c-Q 0 (iii) Length
(iv) Width , L' (iv) Width
(v) Floating []Yes ZNo
Note., Roofed areas are calculated from drlpline dimensions.
g. (1) Number of slips proposed h. Check all the types of services to be provided.
,?,p [] Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
[] Dockage, fuel, and marine supplies
[] Dockage ("wet slips") only, number of slips:
[] Dry storage; number of boats:
JZ Boat ramp(s); number of boat ramps:
Z Other, please describe:

I. Check the proposed type of siting:
? Land cut and access channel
[]Open water; dredging for basin and/or channel
,00pen water; no dredging required
[]Other; please describe:
j. Describe the typical boats to be serer (e.g open runabo
charter boats, sail boat mixed types).
k. Typical boat length: y ?? `
m. (i) Will the facility have tie pilings?
j7Yes []No
(ii) If yes number of tie pilings?
1. (1) Will the facility be open to the general public?
DYes ;ZNo

Form DCM MP-4 (Structures, Page 2 of 4)
.fNi :c4: J '+". _ .:?- _7i 9 ."4, Kf. '{ .. ?.'µ+'S..cii:. - •._-k's+n?'_< <' :y.':
y?Cj .s • 0??` !? •; C? ?/ ? ' ? 4 A ?j' ? ,:?? t. 4", ?„M1 '_yA i?.' 4,??,' :'? Q - _
f Pg??? .:?? w? ??? ?a??s ?f?• .:...b{?::?; s r?:t?.."t?,?.'? .?. ;? t s?ctrgi?'?or-?,? lea
reF''?•!?s' :?::?3:' ???.'1-?. a?'n.G ?•^'Z..? .L•.•ilA.-..?....1 . sa r'• s!a:;a-?y}+'.5±•i:?.,?.•-:•_k--?-,,.• ; .ms-1?.7i-.•:::•:•r?? . Lr.. °:??a;.iN _,
a. Check each of the following sanitary facilities that will be included in?the proposed project. l?(`??r
? Office Toilets
? Toilets for patrons; Number. ; Location: N4
? Showers
? Boathoiding tank pumpout; Give type and location: 1,4
/
b. Describe treatment type and disposal location for all sanitary wastewater.

c. Describe the disposal of solid waste, fish offal and trash.
?!r`L ? ? 1 ?,. Zs J ,a v ?f ? 16.?G ?, vl'ch`? 2 ? f'>G ? I f? A? `? ??/4Zi ?/ /? si
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
((() Give the location and number of "Pumpout Available" signs proposed.
s 0
f. Describe the special design, If applicable, for containing Industrial type pollutants, such as paint, sandblasting waste and petroleum products.
Lt7tla°'?N?-vt / ?t??/tia f' 2??L?LV ??'I?l?iy7l?jVlZ'yJ? r
'? ?t??Lr/ G ?? ?.
g. Where will residue from vessel maintenance be disposed of?
h• Give the number of channel markers and "No Wake" signs proposed. "v 4), J v?
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
^4 /,?z
j. What will be the marina policy on overnight and live-aboard dockage?
k. Describe design measures that promote boat basin flushing?
17
t41 t
I. If this project is an expansion of an existing marina, what types of services are currently provided?
/v
0

.:U > ? •: ?' 't- a _[. t_..,$L, E,: ?Jit?'...n? i ?r.? i '3 ?afI52:'s -.nC? +. .•
Form DCM MP-4 (Structures, Fags 3 of 4)
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
,AYes []No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
,l []Yes $No
o. Is the marina/docking facility proposed within o adjacent o coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SS), or other wetlands (WL)? If any boxes are c ec ed, provide the number of square feet affected.
MW O ?SAV ?SB
ZWL Q_ []None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes gNo
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3: BOATHOUSE (including covered lifts] (This°sectron not apphcab/e;
a. (i) Is the boathouse structure(s):
[]Commercial []Public/Government []Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e. g;; wood, sheetpile, etc. It a rock groin; use MP-2, , gx , cavatio n and Fill ).l his section: not applicable
a. (i) Number _L
i (ii) Length J_ '(7V *&/mP v H1G(/'f??
(iii) Width -IL
5. BREAKWATER (e.g., wood, sheetpile, etc.) ZY' is 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): b. Number
[]Commercial []Public/Government []Private/Community
c. Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
0

Form D CM MP-4 (structures, Sage 4 of 4)
.fin '.
. ?:G.' y7 :???? i ??., F, 1 yuf. F'. iY??..:}•. ,?? ? } H-.
...
?
?
1
rP.
C
. ,.r.
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docidng facilities. •

Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
Z2?a - 2 oab 7-
d. Water depth at waterward end of structure at NLW.or NWL
7
e. (1) W it navigational aids be required as a result of the project?
OYes *o ?NA
(11) If yes, explain what type and how they will be Implemented,
2 .. `?` ' ? pThr? egflor{:not eppbcd
a. Give complete description:
•
7Applicant Name:

licant Sig
•
•
•
_"??•:.s;S?:.S:t3:2r .. r XIi?.,,'•F'.Ja'?""-5i1 a: Ld=iv?ti YPt 4.i='? y° '>9d+??2..r28?
Hood Richardson, PA
• Engineers - Surveyors - Geologists
110 West Second Street
Washington, North Carolina 27889
[phone]
June 12, 2008
Mr. Bob Anderson
BDG Smith Pamlico Associates, LLC
7000 Six Forks Road, Suite 115
Raleigh, N. C. 27615
RE: Proposed Boat Ramp On the West Side of Bath Creek
Dear Mr. Anderson:
The proposed suspended boat ramp requires the finger piers and deck arrangement in order to
insure the structural integrity of the ramp.
•
L. Richardson, PE.
0
0Lp-?Le a3 U?
0
Archaeological Survey of the
Common Area Tract At
Bridgewater North
Beaufort County, North Carolina
0
ARCHAEOLOGICAL CONSULTANTS OF THE CAROLINAS, INC.
0 2008
ill e,? o?'Ye?f a, ;4 AA P1 D&M
•
Archaeological Survey of the Common Area Tract At
Bridgewater North
Beaufort County, North Carolina
Prepared for
Barton Development Group
Raleigh, North Carolina
•
Prepared by
obby Sout erlin
rincipal Investigator
Archaeological Consultants of the Carolinas, Inc.
0 2008
Management Summary
In December 2007, Archaeological Consultants of the Carolinas, Inc. (ACC), conducted an
archaeological survey of the Common Area tract in the Bridgewater North residential development.
The project tract is located in Beaufort County, North Carolina and this investigation was conducted
on behalf of Barton Development Group. The goals of this investigation were to identify all
archaeological resources located within the project tract and to evaluate the research potential of
these resources based on National Register of Historic Places (NRHP) criteria.
Research conducted at the North Carolina Department of Cultural Resources in Raleigh did
not identify any previously recorded cultural resources within the project tract. During the course
of this investigation, one archaeological site was identified. The site, 311317416, is a small scatter of
prehistoric artifacts that date to the Early Woodland Period. The majority of artifacts found at this
site were collected from the eroding shoreline. Artifacts from shovel tests were sparse. This site has
been adversely impacted by land use practices and extensive shoreline erosion and is recommended
ineligible for the NHRP.
Any proposed development of the Common Area tract at Bridgewater North will not impact
significant cultural resources. We therefore recommend that clearance to proceed with proposed
improvements be granted.
•
0
oU-?6a3N12
April 17, 2007
Report to Barton Development Group: Suggestions to protect water quality in Bath Creek
at the boat launching facility in the Bridgewater North development.
William Kirby-Smith, Ph.D.
Associate Professor of Marine Ecology
Duke University Marine Laboratory
Beaufort, NC 28516
Introduction
Bath Creek is a large primary nursery area that extends north from the open
waters of the Pamlico Sound. Primary nursery areas are places that larval and juvenile
finfish and shellfish spend the early part of their lives before migrating to more open
waters. Most estuarine and coastal species have larval stages in their life history that
migrate into estuaries and up into the many small marshy creeks where they find food
and shelter from predators. Most of these species move into the nursery in the winter and
spring and then migrate out in the summer and fall as they become large enough to
survive and reproduce. The value of these areas to sport and commercial fisheries is
recognized by their identification (based upon historical sampling) by the North Carolina
Division of Marine Fisheries. These areas have specific rules developed which protect
the developing juveniles.
. In estuaries, major impacts of degraded water quality can be observed in these
primary nursery creeks as they receive drainage from adjacent and even remote lands.
The single most important problem is that posed by the rapid inflows of freshwater
following rainfall due to surface runoff from developed lands. In a natural landscape on
the coast almost all rainfall is either evapo-transpired by vegetation (trees, shrubs, and
grasses) or infiltrates into the groundwater and moves slowly through the soils to nearby
streams and eventually into the estuaries. All land development (forestry, farm, suburban
and urban) reduces the infiltration and increases the rate of surface runoff (Figure 1). The
rapid flow of surface runoff can be considered a pollutant in and of itself by its alteration
of the salinity of these creeks. The estuary becomes much fresher immediately following
the rain and saltier in times between rains. Most of the species using the creeks are
sensitive to the salinity and adjust their location in response to changes from the natural
condition. Just as importantly, surface runoff carries sediments, nitrogen and phosphorus
nutrients, fecal coliform bacteria, pesticides/herbicides, oils and grease and other
pollutants into the estuary. Infiltration into the soils removes most of the pollutants and
slows the flow of water. Furthermore, the Pamlico Sound and its tributaries rely upon
wind tides for circulation and so the residence times for pollutants in estuarine creeks can
be very long.
0
Figure 1. Graphs that illustrate the rate of water flow in a coastal stream following
• significant rainfall. Blue is the response of a natural stream and the red illustrates flow in
an altered watershed.
Flow Rat Typical Stream Hydrograph
Altered Watershed
Flash\ Natural
Watershed
Water Table
Hours Days Weeks
Rain Time ?y
The goal of responsible coastal development should be to reduce surface runoff
into creeks and estuaries to a minimum and infiltrate rainfall to the maximum. I base my
recommendations to Barton Development with these goals in mind.
Specific Recommendations for the Boat Launching Area (some pictorial examples follow
• the recommendations)
1. Protect the erosional shore with a "living shoreline" in place of the proposed
bulkhead.
2. The concrete pavement leading up to the shoreline of the launching ramp should
be sloped landward (1"/10'?) and constructed of pervious concrete.
3. The trailer parking area and the golf cart parking area should be constructed of
pervious pavers (concrete block or brick)
4. Drainage on the site should be encouraged to flow away from the shore and into
swales at the edge of the 404 wetlands. The swales should be landscaped as "rain
Gardens" and excess flow from the swales should be sheet flow into the 404
wetlands.
5. The entrance road should be sloped towards the wetland swales or into wide
broad grassy swales that do not flow directly into the estuary. To the extent
possible flows should be directed landward.
6. Appropriate turf grasses should be planted with the idea of minimum fertilization
and pesticide applications.
7. If approved by the permitting agencies (US Army Corps of Engineers), the
existing 404 wetland crossings by the access road(s) should have the upstream
ends of their culverts fitted with flash board risers to retain as much runoff as
possible from other developed sites in Bridgewater.
0
•
•
Technical Advice
For further technical advice for the purposes of planning, permitting and
construction I would recommend two principal contacts that can lead to other resources.
In addition, these people can help with identifying programs that might provide matching
funding for some of these recommendations.
1. Dr. Nancy White, Director of the Coastal Studies Institute of the University of North
Carolina. The Institute has a full time faculty member who is an expert in Sustainable
Development as it relates to coastal issues. The Institute is located in Manteo and serves
the entire North Carolina coast but especially the northeastern region. The Institute
provides you with an effective interface with the NC Cooperative Extension Service
(NCSU) and so can point to specific experts in such topics as rain gardens and turf
grasses.
Nancy M. White, MLA, PhD
Founding Director
UNC Coastal Studies Institute
217 Budleigh Street
Manteo, North Carolina 27954
Ph: 252/ 475-3663
Fax: [phone]
Email: nmwhite(a,csi.northcarolina.edu
2. The North Carolina Coastal Federation is a non-governmental organization that
provides outreach and educational help in efforts to protect and enhance our coastal
environment. The have a scientist who spends much of her time working on the design
and construction of "Living Shorelines". Please let Tracy know that I recommended the
contact.
Tracy E. Skrabal
Senior Scientist
North Carolina Coastal Federation
3' e. %3! Ac i^<-
Wilmington, NC 28403
PH: [phone] FAX: [phone]
"Tracy Skrabal" <[e-mail]>

0
. 1. Living Shorelines - Living shorelines replace traditional vertical bulkheads on shores
which have eroding faces. They are beneficial in providing habitat and nursery functions
that are lost when vertical bulkheads are used.
Sources for Livingshorelines:
www. iefgat.orq/Living%20Shorelines/IsmainpaQe.htm
www.deq.state.va.us/coastal/livingshore.htmi
•

,

Click here to enlarge
Click here to enlarge
E.trw YFat Ms L ebtrtn
%bI[ LbN Ut
&AV LPAM EREAKWATYS
.*-IN- E.r£R E:•.-.j A:E :DAetAIAWFUNCIS MCC IRANC elder?A: WATERS
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Coastal Shoreline Continum /deal and "Living Shorelines" Treatments
0
• 2. Pervious Concrete - Pervious concrete allows rainwater to flow through the pavement
to the soils below thus eliminating surface runoff. There is an extensive literature on this
material. (see: www.perviouspavement.org/)
•
0
4 a.
R

• 3. Pervious Pavers - Pervious are concrete or brick pavers that have open spaces filled
with sand or gravel that allows water from rains to flow to the soil below rather than
run off the surface to ditches. These are idea for parking areas and driveways.
Source: www.duluthstreams,org/

•

0
4. Rain Gardens- Rain gardens are low lying ("swampy") areas in a yard which can be
designed to capture and infiltrate storm water runoff. They are usually mulched and
landscaped with water tolerant shrubs and perennials.
Source: www.dnr.state.wi.us/org
•
0

_ w?
• 5. Flashboard Riser - A flashboard riser is an adjustable dam attached to a culvert pipe
that is used to control water level in ditches, retention ponds and wetlands. The benefits
are that runoff water is ponded and allowed to infiltrate and evaporate. This keeps
pollutants out of adjacent streams and estuaries. The level is manually adjusted by
inserting and removing boards.
Sources: www.cpp-pipe.com/flashboard-risers.html
www,edis.ifas.ufl.edu/55409
0
0
FLASHIBOARD RISLR -
-V 1.
. ? Barton Development Group
7000 Six _.? R--ad February 15, 2007
Toivn of Bath
PO Box 148
:u,e . 's Bath, North Carolina 27808

() LO - 1 to a3 v2.
Re: Common Area Conditional Use Permit
Bridgewater North Subdivision
Raleigh, NC 27515
Town Clerk,
We are pleased to submit our proposed common area plan to the planning board for
their review. The common area is to serve the residents of Bridgewater, however the
NI: 919.b55.0024 boat ramp will be available to the community in times of emergency. This would
include rescue, fire or evacuation in times of a hurricane. We have also offered to
have one day slip reserved for the fire department and if they wish, we will install a
boat lift for them as well. Please note that the details for the ramp and day slips are
=za: 919.873.9727 found on page three- Disregard the dock layout on page two as it is not correct.
Sincerely,
Robert Anderson
d71AL9,:,O (5 7g-,c-, GoA>& use )=oA1W A/?-6
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vveonesoay, reDFU01Y I". -CVVi IL.LV rlrl
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t QUI PIONAL USE PERMIT
is
is grarit.od this special use permit with the following st I.IA lation, 'to conform with
the decision of the Planning Board and/or ,3oard of
Go?vnissieners.
?` ,z?.,? ;r? ?•??, :!"s/' ?? '?-?'?%I ? ?2 Gi'!/-/.?' L 'tC?,!s p ©ti'??f/! ?O e'/?!. ?/??"..? ?A-'?'y,??
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,If at any time after a conditional utej permit, hPs been iesaed fo-2' atiy special Gsa,
the Board of Comm-auuioners .finds that the condit,iorts inc)jesed and agreements made
have :IOI•. been or are not, being fi.lfillad by the holder of a conditional permit,
the permit ah.L11 inmedJ.atoly be terminated and the operation of such a use
discon -hued. If a conditional use permit is terminated for any reason, it may
be rei atrited only after a public hearing is held.
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©EAUFORI COUNTY LAND RECORDS
LR-FORM001
ACCEPTED
? a
Lend Records Official Date
ft1517PG055
0 to - I to x 3 0 2,
FOR REGISTRATION REGISTER OF DEEDS
2[I:NIFER LEGGETT WHTEHUR ST
8EAUFDRY COUNTY. NG
2006 APR 21 11.29:23 AM
BF :1517 PG: 55-51 FEE 111.00
NC REVENUE STAMP:$1,800.00
INSTRUMENT # 2006003448
NORTH CAROLINA GENERAL WARRANTY DEED
•
Excise Tax: $7,800.00
Parcel Identifier No. 15-021479 and 15-021480 Verified by County on the day of
By: 20
Mail to: Harrold Law Firm PLLC 3323 Alamance Drive Raleigh, NC 27609
This instrument was prepared by: Harrold Law Firm PLLC
Brief description for the Index: 4 tracts containing 156.248 acres
THIS DEED made this 21 st day of April, 2006, by and between
GRANTOR
SMITH PROPERTIES XI PARTNERSHIP
GRANTEE
BDG SMITH PAMLICO ASSOCIATES,
LLC
7000 Six Forks Road, Suite 115
Raleigh, NC 27615
Enter in appropriate block for each party: name, address, and, if appropriate, character of entity, e.g. corporation or partnership.
--------------
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall
include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain
lot or parcel of land situated in Bath Township, Beaufort County, North Carolina and more particularly described as follows:
Being all of Tract 1 (containing 11.704 acres), Tract 2 (containing 6.513 acres), Tract 3 (containing
125.687 acres), and Tract 5 (containing 12.344 acres), as shown on a Boundary Survey for Barton
Development Group recorded in Plat Cabinet G, Slide 69-7, Beaufort County Registry.
Subject to an easement in favor of Christine T. Smith for ingress, egress and regress over the existing
driveway, said easement to automatically terminate upon the construction of the subdivision roads.
•
B:K1517PG056
•
•
For back reference, see Deeds recorded in Book 1426, Page 583, Book 769, Page 295, Book 722, Page 193, and Book 677,
Page 482, Beaufort County Registry. See also Estate File of Warren Bonner Smith, 06 E 117, and will of Charles W. Bowen,
Will Book 8, Page 364, in the office of the Clerk of Court for Beaufort County, NC.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the
Grantee in fee simple.
A map showing the above described property is recorded in Plat Cabinet G, Slide 69-7, Beaufort County Registry.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the
same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend
the title against the lawful claims of all persons whomsoever, other than the following exceptions:
1. 2006 ad valorem taxes.
2. Easements, restrictions and rights of way of record.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
Smith Properties XI Partnership, a NC general partnership
By:
Ro =rson, Partner
North Carolina, Wake County
I certify that the following person(s) personally appeared before me this day, each acknowledging to me that he or she
voluntarily signed the foregoing document for the purposes stated therein and in the capacity indicated: Robert J. Anderson
Date: April 21, 2006
My Commission Expires: 8/16/08
Stamp/Seal
rM. BRADLEY HARROLD
NOTARY PuBW
WAIF COUNTY, NC
Notary Public - M. Bradley a old
0
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
VYir. wry
11$'' l Sk r{?rYs ?(
/?nPe? ,Ne a????
r
A.
_EVA,
? A(
B ace y (Prin sd Narr j ( C} to of I
D. Is de livery address different from R 1 ? E1,*
If YES, enter delivery address below;,, ? No
3. Service Type
? Certified Mail ? Express Mail
? Registered ? Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number 7007 0220 0002 1331 7944
(Transfer from service label,
PS Form 3811, February 2004 Domestic Return Receipt
102595-02-M-1540
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0
Barton Development Group
•
7000 Six Forks Road October 19, 2007
Ms. Christine Smith
500 Smith Point
Suite 115 Bath, NC 27808
Re: Notice of Submittal
Common Area Boat Ramp and Pier
Raleigh. NC 27615 Bridgewater North Subdivision
Ms. Smith,
Tel: [phone] I have enclosed drawings of the common area boat ramp and pier for you to review.
Because you are adjacent to the common area, Division of Coastal Management
requires that I send you this information via certified mail. If you wish to make
formal comments as part of the review process, you have thirty days to contact
Fax: [phone] Division of Coastal Management. You can direct any general questions to myself at
919-427-9360.
•
Sincerely,

Bob Anderson
Enc: CAMA Major Permit Application (DCM MP-1)
CAMA Structures Application (DCM MP-4)
Site Plan, Landscape Plan and Construction Details
To Contact Division of Coastal Management:
NC Department of Environment and Natural Resources
Division of Coastal Management
943 Washington Square Mall
Washington, NC 27889
252-946-6481
252-948-0478 fax
0
•
Barton Development Group
7000 Six Forks Road October 19, 2007
Mr. Gary Helton
11841 Six Forks Road
Suite 115 Raleigh, NC 27614
Re: Notice of Submittal
Common Area Boat Ramp and Pier
Raleigh. NC 27615 Bridgewater North Subdivision
Mr. Helton,
Tel: [phone] I have enclosed drawings of the common area boat ramp and pier for you to review.
Because you are adjacent to the common area, Division of Coastal Management
requires that I send you this information via certified mail. If you wish to make
formal comments as part of the review process, you have thirty days to contact
Division of Coastal Management. You can direct any general questions to myself at
Fax: [phone].
•
Sincerely,
rnderson
Enc: CAMA Major Permit Application (DCM MP-1)
CAMA Structures Application (DCM MP-4)
Site Plan, Landscape Plan and Construction Details
To Contact Division of Coastal Management:
NC Department of Environment and Natural Resources
Division of Coastal Management
943 Washington Square Mall
Washington, NC 27889
252-946-6481
252-948-0478 fax
•
•
•
Hood Richardson, PA
Engineers - Surveyors - Geologists
110 West Second Street
Washington, North Carolina 27889
[phone]
June 12, 2008
Mr. Bob Anderson
BDG Smith Pamlico Associates, LLC
7000 Six Forks Road, Suite 115
Raleigh, N. C. 27615
RE: Proposed Boat Ramp On the West Side of Bath Creek
Dear Mr. Anderson:
The proposed suspended boat ramp requires the finger piers and deck arrangement in order to
insure the structural integrity of the ramp.
L. Richardson, PE.
0