20150579 Ver 1_CAMA Application_20150612

Pat McCrory
Governor
MEMORANDUM
TO
AIJ,OLIA..
20150579
WDENR
North Carolina Department of Environment and Natural Resources
June 9, 2015
Karen Higgins
401 & Buffer Permitting Unit
DWR/Water Quality Permitting
Donald R. van der Vaart
Secretary
D
JUN 1 2 2015
DENR - WATER RESOURCES
401 & BUFFER PERMITTING
FROM. Jonathan Howell, NC DENR -DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: 252 - 247 -3330
(Courier 11- 12 -09)
SUBJECT: CAMA / D &F Permit Application Review
Applicant: Village of BHI & Bald Head Island Stage Two Association, Inc.
Project Location: Palmetto Cove Court, adjacent to Bald Head Creek, Brunswick County
Proposed Project: to replace the existing bridge with roadway and culverts
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Douq Huggett at the address above by July 2, 2015. If you have any questions
regarding the proposed project, contact Heather Coats at (910)796 -7425 when appropriate, in depth
comments with supporting data is requested.
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
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone 910 - 796 -7215 \ FAX 910 - 395 -3964 Internet: www nccoastalmanaaement. net
An Equal Opportunity ,Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Bald Head Island Stage Two Association, lnc/VBHI.
2. LOCATION OF'PROJECT SITE: Project site is located on Palmetto Cove Ct, Bald Head Island,
Brunswick County.
Photo Index - 2006: 11 -6176 O, 3 2000:11-105 J, 4 1995: 7 -131 E, 5
State Plane Coordinates - X: 2309622 Y: 41060 Rover File: Not taken
Lat: 33 151'30.39 "N Long: 77 °58'49.14 "W .
3. INVESTIGATION TYPE: CAMA/Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 7/29/14
Was Applicant Present — Yes
5. PROCESSING PROCEDURE: Application Received — Complete 6/4/15
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Village of Bald Head Island
Land Classification From LUP - Developed
(B) AEC(s) Involved: CW
(C) Water Dependent: No
(D) Intended Use: Community
(E) Wastewater Treatment: Existing - Municipal
Planned - N/A
(F) Type of Structures: Existing — Bridge.
Planned - Replace bridge with roadway.
(G) Estimated Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands 307 sq ft (coastal) 203 sq ft. (coastal, temp)
152 sq ft (404) 107 sq ft (404, temp)
(B) Non - Vegetated Wetlands
Other — High ground
551 sq ft.
(D) Total Area Disturbed: 1010 sq. ft. (0.02 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant proposes to replace the existing bridge with roadway and
culverts.

Bald Mead Island Stage Two Association, Inc./VBIII
Page Two
9. PROJECT DESCRIPTION
Bald Head Island is part of an island group known as Smith Island, located east of the mouth
of the Cape Fear River, between Fort Fisher to the north and the Atlantic Ocean to the south
with Oak Island/Caswell Beach to the west. The island is accessed by private boat or private
ferry service from Southport. The project site is located on Palmetto Cove Court, within the
Village of Bald Head Island, in Brunswick County. To find the site from the ferry landing,
follow N. Bald Head Wynd Road, which turns into Federal Road a total distance of
approximately 1.7 miles to Palmetto Cove Court. Turn left on Palmetto Cove Court and the
bridge will be located directly ahead.
The project area consists of an existing roadway with an elevated wooden bridge over
wetlands which serves as one of two access points to the homes along the horseshoe shaped
Palmetto Cove Court connecting to Federal Road. The existing bridge spans an area of 404
wetlands and coastal wetland vegetation that is only occasionally inundated on higher than
average tides. Therefore, the bridge currently falls within the Coastal Wetland Area of
Environmental Concern (AEC), but not the Estuarine Waters/Public Trust or Coastal
Shoreline AECs. Wetland vegetation under and adjacent to the bridge consists primarily of
Salt Meadow Hay (Spartina patens), Groundelbush (Baccharis halimifolia), Spikegrass
(Distichlis spicata), Marsh -elder (Iva frutescens) and Glasswort (Salicornia_,spp ).
Vegetation under the bridge is sparse due to the bridge's low elevation and existing shading
impacts. The road is currently maintained by the Association, but the Village of Bald Head
Island will be taking over control of the roadway after the completion of the project.
The waters of Bald Head Creek are classified SA by the North Carolina Division of Water
Resources. The area is designated as a Primary Nursery Area by the North Carolina
Division of Marine Fisheries and is CLOSED to the harvesting of shellfish.
PROPOSED PROJECT:
The applicant is proposing to replace the existing wooden bridge with a causeway /road and
three culverts within the existing right -of -way. The roadway would measure 16' wide and
would be stabilized with retaining walls, each measuring 105' in length. The two retaining
walls would measure 5' above existing grade and would extend approximately 12' below
grade. Three 16' long culverts, each with a 30" diameter are proposed to connect the
wetland areas -on either side of the bridge. The bottom of the culverts would be buried 6"
below grade. A proposed 5' temporary impact area is proposed on both sides the causeway
and a 4" sewer line would also be trenched in on the south side of the causeway within the
temporary impact buffer area. The application states the current bridge is unable to support
fire and EMS vehicles and the causeway is needed to support emergency vehicle access.

Bald Bead Island Stage Two Association, Inc.NBHI
Page Three
10. ANTICIPA'T'ED IMPACTS:
The project would result in the filling of approximately 307 square feet of coastal wetlands
and 152 square feet of §404 wetlands. The proposed culverts will allow for continued
flooding of the wetlands on the upland side of the bridge. It is therefore not anticipated that
the project would result in significant adverse impacts to these wetlands outside of the
project area, although hydrology to the area may be impacted to some extent. Construction
would also result in temporary impacts to an additional 203 square feet of coastal wetlands
and 107 square feet of §404 wetlands as a result of construction.
Submitted by: Heather Coats Date: June 8, 2015 Office: Wilmington

5outkern Environmental Group, Inc,
5315 Soutb College Road: , juite _ e Wilmington, NC 28412 RECEIVED
Fbonec$104522J11 -Fax[phone]y$?- Finail:o{[e-mail] DMryry WILMINGTON,
INC
JUN 0 -4 2015
12 May 2015 v3
Band Delivery masoffilwassm
NC Division of Coastal Management
Ms. Heather Coats
Regulatory Field Officer
127 Cardinal Drive Extension
Wilmington, NC 28412
Re: 'Bald Dead Island Bridge Replacement —Bald Bead Island Stage Two Association
CANIA Major Permit Application for Excavation & Fill and Bridges & Culverts
Dear Heather,
Southern Environmental Group, Inc. (SEGi) has been retained by Village of Bald Head Island Stage Two
Association (herein referred to as the "Applicant "), in conjunction with The Village of Bald Head Island
( "Co- Applicant "), to submit the attached permit application (Attachment 1) for a Coastal Area Management
Act Major Permit, which is necessary to perform work located within The Village of Bald Head Island,
Brunswick County, North Carolina. The site does not have a physical address.
Site Information and )History:
Bald Head Island was developed in the 1990's as a private, secluded residential subdivision. The NC
Division of Water Quality Stormwater Unit (now under the Division of Energy, _Minerals, and Land
Resources) issued low density stormwater permit SW950216, which serves the Palmetto Cove area of The
Village of Bald Head Island. On July 29, 2014, SEGi along with Coastal Land Design met with the agencies
to evaluate the site. At that time, the DCM flagged the coastal wetland line, which was surveyed and
included on the site plan. SEGi later delineated the Section 404 wetlands and submitted the Rapanos forms
to Tyler Crumbley, at the US Army Corps of Engineers. In speaking with Mr. Crumbley, it was suggested
that SEGi submit the CAMA Major Application without a final Jurisdictional Determination being issued.
This site is located within the AE flood zone and the Coastal Wetland Area of Environmental Concern
(AEC). Normal high water is located approximately 739 linear feet northwest of the project site. Based on
the fact that the proposed work will not disturb more than 1 acre, a Sediment and Erosion Control permit is
not required.
Proposed Work:
The proposed work is necessary to facilitate the replacement of a timber bridge with an earthen causeway
that will support fire and EMS vehicle loads. This is requirement of the Village of Bald Head Island, as the
municipality will be taking ownership of Palmetto Cove Court. Currently, access across the wetland is
provided by a timber bridge. This structure is not sufficient to support fire and EMS vehicle loads. In order
to complete the construction of the causeway, approximately 152 square feet (0.003 acre) of Section 404
wetlands and 307 square feet (0.007 acre) of coastal wetlands will need to be permanently filled. In addition,
the temporary impact of 203 square feet (0.004 acre) of coastal wetlands and 107 square feet (0.002 acre) of

15outkern Environmental Group, Inc.
5315 5outl, College Road, Suite 1_ a Wilmington, NC 28412
]'hone: 910 452.271 1 e Fax [phone] e F mail: [e-mail]
Section 404 wetlands will take place. The temporary impact areas are being proposed as a construction
buffer, as well as where the existing sewer line will be relocated. Relocating the sewer line will consist of
excavating a trench approximately 12" wide and 12" to 16" below existing grade, installing the utility, and
returning the area to its original grade and contour. Silt fence will be installed, along the temporary limits of
disturbance /construction buffer, to ensure crews do not work outside the permitted area. Work will be
performed in the dry. Details of the proposed work are illustrated within Appendix I, of the CAMA Major
Permit Application.
In an effort to minimize impacts to the wetlands, the Applicant has chosen to incorporate retaining walls into
the development plan. The proposed retaining walls are approximately 105' long, including wing walls, 5'
high, measured from existing existing grade, and will extend approximately 12" below existing grade.
While the Applicant has not determined the type of wall to be installed (i.e. sheet pile, concrete, wood, etc.),
some excavation will be necessary but will be performed within the 5' construction buffer.
In conjunction with the Applicant's willingness to expend additional funds to reduce impacts to the greatest
extent possible, that the impact to wetlands is minimal (i.e. less than 1 /10ffi acre), as well as the fact that the
impact area is shaded by the existing bridge, thus the loss of chemical, physical, and biological processes is
anticipated to be insignificant. With that being said, the Applicant is not proposing mitigation for the
impacts. SEGi feels that the proposed site plan is the least environmental damaging, practicable alternative.
CAMA Major Permit Process:
As part of the CAMA Major Permit process, the Applicant has notified the adjacent riparian property
owners, by US Postal Service certified mail. This information has been included as part of the permit
application and accompanying appendices. Also, a $400.00 filing fee is required, which has been included
with this correspondence as Attachment 2.
It SEGi's hope that the information found within and attached to this letter will be sufficient for the DCM to
consider the application complete and the permit will be processed without delay. However, should you have
questions or need further information, please call me at 910.452.2711. Thank you in advance for your time
and assistance with this project. We look forward to hearing from you.
Sincerely,
;Q-k
Dana A. Lutheran
SEGi Project Manager
Enclosures: Attachment 1 — CAMA Major Application with Associated Appendices
Attachment 2 — $400 Filing Fee

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Business Name
Project Name (if applicable)
MI
Bald Head Island Bridge Replacement
Applicant 1 First Name MI
Last Name
Bald Head Island Stage Two Association, Inc
Patricia Bamard (CAMs - see Appendix 1)
Applicant 2 First Name MI
Last Name
The Village of Bald Head Island
Calvin Peck (Village Manager - see Appendix 1)
If additional applicants, please attach an additional page(s)
with names listed
Mailing Address
FAX No
PO Box
City
State
1612 Military Cutoff Road, Suite 108
I Wilmington
I NC
ZIP
Country
Phone No
FAX No
28403
us
(910) - 256 - 2021 ext
-
Street Address (If different from above)
I City
State
ZIP
Email
NA
Business Name
Southern Environmental Group, Inc (Sege) (See Appendix J)
Agent/ Contractor 1 First Name
MI
Dana
A
Agent/ Contractor 2 First Name
MI
David
A
Mailing Address
5315 South College Road, Suite E
ZIP
Phone No 1
28412
910 - 452 -2711
FAX No
Contractor #
910 452 2899
NA
Street Address (if different from above)
Email
dlutheran @segi us
Last Name
Lutheran
Last Name
Syster
PO Box
City
ext office
City
Wilmington
Phone No 2
910 - 228 -1841
State
State
NC
ext mobile
ZIP
<Form continues on back> RECEIVED
DCM WILMINGTON, NC
JUN0i2u5
252 -808 -2808 .. 1- 888- 4RCOAST .: www.necoastalmanagement.net

Form DCM MP -1 (Page 2 of 4)
APPLICATION for,
Major Development Permit
13. Project Location
ICounty (can be multiple) Street Address State Rd. #
Brunswick I Palmetto Cove Court - see Appendix B NA
Subdivision Name City State Zip
Bald Head Island I Bald Head Island I NC 28461 -
Phone No. Lot No.(s) (if many, attach additional page with list)
NA - - ext. NA, , , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Lower Cape Fear I Bald Head Creek - See Appendix C
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 Atlantic Ocean
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.
Bald Head Island - see Appendix D
4..-Site Description.
a. Total length of shoreline on the tract (ft.)
NA
c. Size of individual lot(s)
NA,
(if many lot sizes, please attach additional page with a list)
e. Vegetation on tract
Juniperus virginiana (Cedar,eastern red)
Iva frutescens (Sumpweed,big -leaf)
Distichlis spicata (Saltgrass,inland)
Spartina alterniflora (Cordgrass,saltmarsh)
f. Man -made features and uses now on tract
Golf Cart Bridge and paved access road
b. Size of entire tract (scift)
1.28 AC - see Appendix E
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
4'- see appendix F ®NHW or ❑NWL
g. Identify and describe the existing land uses adiiacent to the proposed project site.
The existing land use is single family residential
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Non - residential (Attach zoning compliance certificate, if applicable)
❑Yes ®No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ®Yes ❑No ❑NA
If yes, by whom?
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> RECEIVED
DCM WILMINGTON, NC
vclww .nccoasta,[managernant.not

Form DCM MP -1 (Page 3 of 4)
m. (i) Are there wetlands on the site?
(ii) Are there coastal wetlands on the site?
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
(Attach documentation, if available)
APPLICATION for
Major Development Permit
®Yes ❑No
®Yes []No
n mID
n. Describe existing wastewater treatment facilities.
Sewer is already in place and supplied by the Village at Bald Head Island. Currently the line is afixed to the bridge. With the
proposed plan, the line will be buried outside of the proposed causeway, within the 5' construction buffer and ROW (see
Appendix 1)
o. Describe existing drinking water supply source.
Drinking water is not part of this project
p. Describe existing storm water management or treatment systems.
Stormwater is low density management
5: Activities and Impacts
a. Will the project be for commercial, public, or private use?
❑Commercial ❑Public /Government
®Private /Community
b. Give a brief description of purpose, use, and daily operations of the project when complete
The bridge will provide access to dwellings within the Palmetto Cove area of Bald Head Island, this includes fire and rescue.
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.
Prior to any land disturbing activities, sediment and erosion control measures (i e., silt fence) will be installed. Next, the
exisitng structure will be removed. Heavy machinery such as a backhoe and bulldozer will be used to install the culverts and
establish the desired grade.
d. List all development activities you propose.
The development consists of replacing an existing golf cart bridge with a more substantial road crossing that will support the
weight and width of fire and EMS services.
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? 0.02 AC / 1010 SF
®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.
Currently water from a small area of the existing road as well as the bridge sheetflows into the wetlands. This will not change
with the proposed plan.
L Will wastewater or stormwater be discharged into a wetland?
If yes, will this discharged water be of the same salinity as the receiving water?
j. Is there any mitigation proposed?
If yes, attach a mitigation proposal.
<Form continues on back>
❑Yes ®No ❑NA
®Yes []No ❑NA
[]Yes ®No ❑NA
RECEIVED
DCM WILMINGTON, NC
MAY 12
252 - 808.2808 .. i- 988 -41COA ST .. �ervvvr .rrccasuiatma,nagemcrri.€�c�t

4
Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. AdditionalI former ion
In addition to this completed application fomr, (MP -1)_ the following items below,, if applicable, must be submitted in order for the application -
package to be complete.3'Items (a)-- (f) a_re'a_lways applicable to any major development applcation: Please consult the application
insthictfon booklet on how to pinpedy prepare the required items below:
- _- -
-
,i
a. A project narrative.
b_. -Arf 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 i
between work completed and proposed.
- - --- - - - - -- - -- - - - - --- --
c. A site or location map that is sufriaently detailed to guide - agency personnel unfamiliar witfi thJ& area "to the site:-
' d. A co pY of the deed ( with state a pp lication onl y) or other ms t
rument under which the applicant claims title to the affected properties ,
e. The appropriate application fee. Check or money order made payable to DENR.
f A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such =
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name See Appendix,K - - - Phone No.,, -
Address'
Name - " — - -Phone No. ' -
Address
Name _ = , ; Phone No:' ;
Address,' = _ .
1! g. A list of previous state or federal permits issued for work on the project tract Include permit numbers, permittee, and issuing dates.
SW 950216
{
h. Signed consultant or agent authorization form, if applicable. l
I. Wetland delineation, if necessary.
j - " -A signed_AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) ;
;I 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- .=Cditificali'i6n�arid Permission
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 1 June 2015 Print Name Dana A. Lutheran
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ®DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development
❑DCM MP-4 Structures Information RECEIVED
DCM WILMINGTON, NC
JUN 0 12015
252- 808 -2808 1- 888- 4RCOAST www.necoastaimanagement.net

Pones ®Cif MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information.
Describe below the purpose of proposed excavation and /or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL) stabilization)
Length I NA NA NA NA NA I NA 29'
Width I NA NA NA NA I NA NA 16'
Avg. Existing I NA NA I NA NA I NA I NA , NA
Depth
Final Project NA NA NA NA NA I NA - NA
Depth
'. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
NA
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 ❑None
(n) Describe the purpose of the excavation in these areas
12. DISPOSAL 'OF EXCAVATED MATERIAL'
a Location of disposal area
C (i) Do you claim title to disposal area?
❑Yes ❑No ❑NA
(n) If no, attach a letter granting permission from the owner
e (Q 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*
®This section not applicable
b Type of material to be excavated
d High- ground excavation in cubic yards
® This section not applicable I
b Dimensions of disposal area
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(n) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(n) If yes, how much water area is affected?
NA
Z.��- 8E'� & -�a0� .: �- Z3u6- 4ftGC1fi�S1` :: v��. rv< .ncc€�a.statnzanaoerctent.r�c -L
RECEIVED
DCM WILMINGTON, NC
P\Y 12 ?015
rc0sed:4 /�6lfkG

Form DCM MP-2 (Excavation and Fill, Page 2 of 2)
-3.--.IHORELINEStABfIL-IZA770IV-"-- ®T &ection'n'oi_ /e
groin, e MP 4-
19,0-mont is'a woo S)
_d w's -4 - ,Structures)
q a Type of shoreline stabilization -
E]Bulkhead ❑Riprap ❑Breakwater/Slll C3 Other Width:
c. Average distance waterward of NHW or NWL: d Maximum distance waterward of NHW or NWL:
e. Type of stabilization material: fi., (I) Has there been shoreline erosion during preceding 12
months?
❑Yes ❑No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level- h. Type of fill material.
Bulkhead backfill Riprap
'Breakwater/Sill Other
J. Source of fill material.
This section not applicable
(Eidlqding Slidreiine Stabilization) �'
I, ", - � - 1� __ - __ __ � - _: - — - _,_ - - ' " . - -l", - -(CW),
a. -(-i) Will fill material be brought to the site? JaYes, [I *­ -[INA b. (i)-Will fill material be placed in coastal wetlands/marsh
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii) Amount of material to be placed in the water 0 other wetlands (WQ? If any boxes are checked, provide the
number of square feet affected.
(iii) Dimensions of fill area 63'x 16'- see ADDendix I MCW 307 [:] SAV _ ❑S13
(iv) Purpose of fill OWL 152 ❑None
Fill is necessary to provide base for access road. (I!) Describe the purpose of the fill in these areas
Fill is necessary to construct access road (see Appendix 1)
t& GENERAL
'- a. - -How will- excavated or fill material -be kept on site and erosion -- - 6 What type o_f c-o-h-s-t-r-u--cti-o--n equipment will 66 used (e.g.,dFaglin&,_­-
controlled? backhoe, or hydraulic dredge)9
Silt fence will be installed prior to land disturbing activities. A backhoe and bulldozer will be utilized during the construction
activities
c. (i) Will navigational aids be required as a result of the project? d, (I) Will wetlands be crossed in transporting equipment to project
❑Yes ONo ❑NA site? ❑Yes ONo ❑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.
MhE�6'6f Bald
F�ald,446�id' & Sta6&%oAss6�6fi6fi`fTh4
T7-
-
Applicant Name
8ald,Hdad Island - Bridge Rap acernent'
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7
A
licant inature 0iPject Nam e p p g + a ;
-RECEr,
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R,EC
DCM WILMINGTON, NC
252.808-280B 1-888-4RCOAST www,,necoas a ci JUN 2015
taimnaement.net revised: 112/26106
I 0 1

Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
1. BRIDGES ®This section not applicable
a Is the proposed bridge: b. Water body to be crossed by bridge
❑Commercial ❑Public /Government ❑Private /Community
c Type of bridge (construction material):
e. (i) Will proposed bridge replace an existing bridge? ®Yes ❑No
If yes,
(ii) Length of existing bridge
(iii) Width of existing bridge.
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
9 Length of proposed bridge
1. Will the proposed bridge affect existing water flow? ❑Yes ❑No
If yes, explain:
k Navigation clearance underneath proposed bridge•
d. Water depth at the proposed crossing at NLW or NWL
f (i) Will proposed bridge replace an existing culvert? ❑Yes ❑No
If yes,
(u) Length of existing culvert:
(m) Width of existing culvert
(iv) Height of the top of the existing culvert above the NHW or
NWL
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h Width of proposed bridge
j. Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ❑Yes []No
If yes, explain
I Have you contacted the U S Coast Guard concerning their
approval? ❑Yes []No
If yes, explain
m Will the proposed bridge cross wetlands containing no navigable n Height of proposed bridge above wetlands*
waters? ❑Yes ❑No
If yes, explain:
2. CULVERTS ❑This section not applicable
a. Number of culverts proposed- 3 b Water body in which the culvert is to be placed.
unnamed tributary to Bald Head Creek
< Form continues on back>
RECEIVED
DCM WILMINGTON, NC
MAY 12 2,915
262- 808-7-aoB :. I- a6G -4P'C- &S'F .: revised: 10 /26/06

F01ML DGRri Ctrl'' -S (Bridges and C.ur[vencs. [gage 2 of 4)
c. Type of culvert (construction material):
Precast concrete
d (i) Will proposed culvert replace an existing bridge?
®Yes ❑No
If yes,
(u) Length of existing bridge. 65'
(w) Width of existing bridge. 14'
(iv) Navigation clearance underneath existing bridge, NA
(v) Will all, or a part of, the existing bridge be removed?
(Explain) All of the pile supported bridge will be
removed
f Length of proposed culvert. 16 0'
h. Height of the top of the proposed culvert above the NHW or NWL
NA
t Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ®No
If yes, explain
, 3.. ,EXCAVATION and FILL
a (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes ®No
If yes,
(u) Avg. length of area to be excavated.
(iii) Avg. width of area to be excavated
(iv) Avg depth of area to be excavated
(v) Amount of material to be excavated in cubic yards
c (i) Will the placement of the proposed bridge or culvert require any
high- ground excavation? ❑Yes ®No
If yes,
(u) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated -
(tv) Avg depth of area to be excavated.
(v) Amount of material to be excavated in cubic yards-
e (i) Will proposed culvert replace an existing culvert?
❑Yes ®No
If yes,
(u) Length of existing culvert(s)
(ii) Width of existing culvert(s)
(iv) Height of the top of the existing culvert above the NHW or
NWL
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
9• Width of proposed culvert 30"
1. Depth of culvert to be buried below existing bottom contour
Culverts will be burried 6" below the existing surface level
k. Will the proposed culvert affect existing water flow?
❑Yes ®No
If yes, explain
Y ❑.This section not applicable
b (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands /marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected
®CW 120 SF ❑SAV ❑SB
❑WL ❑None
(u) Describe the purpose of the excavation in these areas
Excavation is necessary to bury the pipes at least 6"
29.2 - 808 -2tfa8 :. i- 88G- 4ERG0-, ST :: v,vrvc.ncco statnlan «c�entent.rtef
JCIV VVILMINGTON, NC
2 2015,
revised: 1D/26106

Form DC T6 Cki[P -!5 (Bridges avid Culverts, OagG < of 4)
d
e.
9
If the placement of the bridge or culvert involves any excavation, please complete the following
(i) Location of the spoil disposal area. The excavated material will be used within the project area
(u) Dimensions of the spoil disposal area NA
(m) Do you claim title to the disposal area? []Yes ❑No (If no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ❑Yes []No
(v) Does the disposal area include any coastal wetlands /marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
❑CW ❑SAV ❑WL ❑SB ❑None
If any boxes are checked, give dimensions if different from (ii) above
(vi) Does the disposal area include any area below the NHW or NWL? ? ❑Yes ❑No
If yes, give dimensions if different from (n) above
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL'? ❑Yes ®No
If yes,
(ii) Avg. length of area to be filled
(iii) Avg. width of area to be filled.
(iv) Purpose of fill:
(Q Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high - ground? ®Yes ❑No
If yes,
(u) Avg length of area to be filled. 20"
(iii) Avg width of area to be filled 17'
(iv) Purpose of fill: To provide base for road crossing.
4: GENERAL
a Will the proposed project require the relocation of any existing
utility lines? ®Yes ❑No
If yes, explain- The existing sewer line will be moved to
run outside the proposed road crossing but within the
ROW (see Appendix 1).
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification
f (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands /marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected
[0 CW ❑SAV ❑SB
®WL ❑None
(n) Describe the purpose of the excavation in these areas -
CW Permanent Impact Acreage = 307 SF / 0.007 AC
WL Permanent Impact Acreage = 152 SF / 0 003 AC
CW Temporary Impact Acreage = 203 SF / 0.005 AC
WL Temporary Impact Acreage = 107 SF / 0.002 AC
b Will the proposed project require the construction of any temporary
detour structures? ❑Yes ®No
If yes, explain
252- 808 -2806 :: I- S&S- 4,11COAST :: vrvvv� .i�ocoasfatr�EaEta�ent�nf.rsct
RECEIVED
DCM WILMINGTON, NC
rG t &E -d:1 0/213!06

Form DCM MP -5 (Bridges and Culverts, Page 4 of 4)
< Form continues on Ibaick>
c. Will the proposed project require any work channels?
, []Yes ®No
If yes, complete Form DCM -MP -2.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Backhoe, dump truck and bull dozer will be utilized to bring
in the fill material and grade the area.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? []Yes ®No
If yes, complete form MP -2, Section 3 for Shoreline
Stabilization only.
I`June'2015
_
Date: _ > >= -_ -- _ ; - _ - _ - --_.
Bald HeadMlsland 'Bridge`Replacemerit'
'Project Name;'
'Bald_Headlslan_d =Stage Two Association l TFie Village bala
-
;Appl'icaiifNarne _
Oana A:iLutheran Irr ` v'� A- ;. %
rApplic&rifSignature
d. How will excavated or fill material be kept on site and erosion
controlled?
Silt fence will be installed along the limits of disturbance
and will be kept in place until the area is stabilized
f. Will wetlands be crossed in transporting equipment to project site?
❑Yes ®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
'RECEIVED
DCM WILMINGTON, NC
JUN 0 12015
252 -808 -2808 :: 1- 888- 4RCOAST :: www.nccoastalmanaaement.net revised: 10126106

' The Village at bald Head Island LAMA Major Permit Application
sr-6i
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RECEIVED
DCM WILMINGTON, NC
'VI AY 12 I u 1:}
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RECEIVED
DCM WILMINGTON, NC
'VI AY 12 I u 1:}

The Village at bald Head island LAMA Mayor Permit Application S��L
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Now or Formerly
Christopher Chleborowicz
PIN 300404914160
ROW
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COVE CT. l
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Consultant Notes.
e Survey provided by ESP ASSOCIATES,
P.A. from Wilmington, NC.
• Environmental Consultant- Southern
Environmental Group, Inc. from
Wilmington, NC.
• All roads, ROW and common areas
owned by Bald Head Island Stage 2
Association per Brunswick County Deed
Book 1234 Page 0232 as shown on Map
Cabinet Z Page 387.
PRELIMINARY DESIGN
- NOT RELEASED
FOR CONSTRUCTION
LOT 20
Now or Formerly
David & Elizabeth Higgins
PIN 300404906938
SURVEY NOTES:
1 The purpose of this survey Is to show
topographic features and bridge location on
Palmetto Cove Ct and does not conform
to the requirements of G.S 47 -30 for recordation
2 Survey basis of bearing per NC VRS network
using Trimble GNSS Model 4 survey grade
dual frequency receivers observed a minimum of 480
epochs
3 Survey datums used are NAD 1983 / NSRS 2011 /
NAVD 1988 / GEOID 2012A
4 This survey was executed without the benefit of a full
bile report and Is subject to any easements, Right-of-
Ways or encumbrances a full title report may reveal
i
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739LF TO MHW @
BALD HEAD CREEK
LOT 29
Now or Formerly
Peter & Sarah English
PIN 300404915239
COASTAL
- WETLANDS-
NV A
/ I 1 'ASPHA YT i I
EOP
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WETLANDS
USACE SECTION 404
EXISTING BRIDGE
fl4D HEAD 51AN0
Site Location
33 °51'30 41" N
77 °58'51 06" W
USGS Quad. Cape Fear
, NOT TAO SCALE �
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USACE 404 WETLANDS
lLL_LLLLLIJ WOODEN BRIDGE
EDP EDGE OF PAVEMENT
ROW RIGHT -0F -WAY
DIP DUCTILE IRON PIPE - SEWER
— — — 7 — — — — EXISTING CONTOUR
USACE 404 WETLAND LINE
— —
COASTAL
.+••^r ....J°° 'yam
LOT 18
Now or Formerly
George Helfrich
PIN 300404917048
20 10 0 10 20 _ 40
BAR SCALE 1"=20'
(WHEN PRINTED ON 11 °X17" SHEET) ;
L Rcpoud m CANA Co % 5'R' fIS
REV
REV DESCRIPTION rDATE EVBY #
REVISIONS
s�r��►s
APPLICANT
Bald Head Island - Stage II POA
CAMS Management
1612 Military Cutoff Road, Suite 108
Wilmington, NC 28403
x Coastal Land Desgn,PLLc
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.+••^r ....J°° 'yam
LOT 18
Now or Formerly
George Helfrich
PIN 300404917048
20 10 0 10 20 _ 40
BAR SCALE 1"=20'
(WHEN PRINTED ON 11 °X17" SHEET) ;
L Rcpoud m CANA Co % 5'R' fIS
REV
REV DESCRIPTION rDATE EVBY #
REVISIONS
s�r��►s
APPLICANT
Bald Head Island - Stage II POA
CAMS Management
1612 Military Cutoff Road, Suite 108
Wilmington, NC 28403
x Coastal Land Desgn,PLLc
'L •- =.'�,' vo.emiirz mar o�otupm
MMipmn, NC1NO2 .wwSAYry inn Fc a�WN¢@
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LIMIT OF 404 PROPOSED WOODEN
PERM. IMPACTS r RETAINING WALLS
I PROP
EXISTING 11 GRADE i
6 GRADE. I I I 6
5 ; <� I —�;n � 5
4 - I f -- 4
e } o a
3 ! - -\` I I -- 3
2 - k��111 2
� 1
RELOCATE � e 1- - - - - -- i —f � �.
SEWER LIN ;i
ce N �i 1 e (3)16' OF 30" CPP
- ,a o-- 00 BURIED 6 —
o of
10 +50 I LIMIT OF--1 1 +001
I COASTAL 1
10 +77.75 WETLANDS 11 +06.17
LIMIT OF 404 LIMIT OF 404
10 +60.08 11+27.03
Culvert Detail (Section A - A)
LOT 29
USACE 404 Now or Formerly MU) NFAD IMAM
LOT 31 WETLANDS i Peter & Sarah English
Now or Formerly 1-1 PIN 300404915239
Christopher Chleborowicz
PIN 300404914160
Loam
y USACE 404 WETLANDS
r
CULVERT PIPE
PROPOSED EDP EDGE OF PAVEMENT
RETAINING WALLS ROW RIGFn -0F -WAY
------- -. - - -- DIP DUCTILE IRON PIPE - SEWER
ROW :�_,,,.��,� ----7 - - --- EXISTING CONTOUR
3O ",APP USACE 404 WETLAND LINE
COASTAL WETLANDS
16' LONG 5' OFFSET FOR
EO TEMP. IMPACTS
P ''
ASPHALT A
}
..... .. .:::.:. _ Site Location
i A EOP 33 °51'30.41" N
111+101, A ?HALT 77 °58'51 06"W
`L PALMETTO 11 +s1z USGS Quad- Cape Fear
EOP COVE CT.
ROW %.
%'�CIDASTAL
LOT 20 WETbANC
.1/ .v �
Now or Formerly
David & Elizabeth Hig
PIN 300404906938 v. .v 14/
EOP PRELIMINARY DESIGN
- NOT RELEASED
r�1R �i" RELOCATED 4" SEWER FOR CONSTRUCTION
L 5' OFFSET FOR
TEMP. IMPACTS LOT 18
Now or Formerly
George Helfrich
PIN 300404917048
HORIZONTAL SCALE: 1" = 20' —PRO. ROAD 20 10 010 20 40
VERTICAL SCALE: 1" = 2' i 1
BAR SCALE- 1"=20'
fi l l I I II6 (WHEN PRINTED ON 11 "X17" SHEET)
Consultant Notes
o Survey provided by ESP ASSOCIATES,
PA from WLirmngton,NC. 5 I j 15 PROPOSED WOODEN
SURVEY NOTES o Environmental Consultant: Southern � I
1. The purpose of this survey is to show Environmental Group, Inc from RETAINING WALLS
topographic features and bridge location on Wilhmngton, NC
Palmetto Cove Ct. and does not conform o All roads, ROW and common areas 4 1 I 4
to the requirements of G.S. 47 -30 for recordation. owned by Bald Head Island Stage 2
2. Survey basis of bearing per NC VRS network Association per Brunswick County Deed (I
using Tnmble GNSS Model 4 survey grade Book 1234 Page 0232 as shown on Map
dual frequency receivers observed a minimum of 480 Cabinet Z Page 387 a 3 1 M PACT AREAS
epochs
3 Survey datums used are NAD 1983 / NSRS 2011 / EXISTING j COASTAL WETLANDS:
NAVD 1988 / 3 G OID 2012A E I I 16' OF 30" CPP 307 SF
4. This survey was executed without the benefit of a full GRADE I ( )
title report and is subject to any easements, Wght of- 2 ' I' I 2 BURIED 6" 404 WETLANDS:
Ways or encumbrances a full title report may reveal 1
152 SF
RELOCATED
1
SEWER LIN 1 1 TEMP. IMPACT AREAS
COASTAL WETLANDS.
Detail I Section - j I I I 10 +27.18 203 SF
Culvert e ( )
LIMIT OF 404 404 WETLANDS:
�� - � � , 107 SF
HORIZONTAL SCALE: 1" 20 10 01.33 10 +06.32 10 +22.32IMPACT(TEMP)
VERTICAL SCALE: 1" = 2' LIMIT OF 404 LIMIT OF 404 LIMIT OF 404
IMPACT (TEMP) IMPACT (PERM) IMPACT (PERM)
I M PACT AREA
1" =20'
EP7'V RaPDnd m CA:v1A Commmb 5 /6/15
# DESCRIPTION DBY
l REVISIONS
6-+�►ic�'tDn ��
511 � s
APPLICANT
Bald Head Island - Stage II POA
CAMS Management
1612 Military Cutoff Road, Suite 108
Wilmington, NC 28403
s, Coastal Land Design,PLLc
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