20081104 Ver 1_CAMA Application_20080715

08-1104
RCDENR
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
July 11, 2008
MEMORANDUM: ??? 1 5 2008
TO: Cyndi Karoly, Supervisor DENR-WATERQUAUI'?
401 Oversight & Express Permits Unit W50NDSANDSTORMWATERB(tANCH
Division of Water Quality-Surface Water Protection
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA Major / Dredge & Fill Permit Application Review
Applicant: Bald Head Island Ltd., LLC, c/o Kent Mitchell
Project Location: Keelson Row & N. Bald Head Wynd, adjacent to Bald Head Creek, in the Village of BHI
Proposed Project: to construct a wooden cart bridge over coastal and §404 wetlands
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by August 6, 2008. If you have any questions regarding the proposed project,
contact Heather Coats at [phone], when appropriate, in-depth comments with supporting
data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED
DATE
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
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APPLICANT'S NAME: Bald Head Island Limited, LLC, c/o M. Kent Mitchell
PROJECT NAME: BHI Timber Cart/ Tram Bridge
LOCATION OF PROJECT SITE: Keelson Row & N. Bald Head Wynd, adjacent to Bald Head
Creek, in the Village of Bald Head Island, Brunswick County.
Photo Index - 2006: 11-6178 T-V, 13 2000: 11-104 C-E, 12 1995: 9-104 R-T, 19
State Plane Coordinates - X: 2303506 Y: 47123
L at: 33'52'30.97047"N
INVESTIGATION TYPE: CAMA/ Dredge & Fill
ROVER FILE # - Q010818A
INVESTIGATIVE PROCEDURE: Dates of Site Visit -1/08/08
Was Applicant Present - No (agent present)
PROCESSING PROCEDURE: Application Received - Complete 6/23/08
Office - Wilmington
SITE DESCRIPTION:
(A) Local Land Use Plan - Village of Bald Head Island
Land Classification From LUP - Conservation
(B) AEC(s) Involved: IHA
(C) Water Dependent: No
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Roads, marina with associated facilities & bulkhead
Planned - Wooden cart bridge
(G) Estimated Annual Rate of Erosion: 8'/year
Source - LTAASCR 1998 Update
HABITAT DESCRIPTION: [AREA]
np Fn"Fn FTT.T .FTC OTHER
1
(A) Vegetated Wetlands -9,000 sq. ft.
(shaded)
(B) Non-Vegetated Wetlands
(Open water)

(C) Other (High ground) 7,250 sq. ft.
(D) Total Area Disturbed: 16,250 sq. ft. (0.37 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No

PROJECT SUMMARY: The applicant proposes to construct a wooden cart bridge over coastal and
§404 wetlands, adjacent to Bald Head Creek.
Long: 78'00'00.98137"W
Bald Head Island Limited, LLC/ Cart Bridge c/o M. Kent Mitchell
Page 2
9. PROJECT DESCRIPTION:
The project site is located at the southern extension of Keelson Row on Bald Head Island. From the ferry
terminal, travel south to the intersection of Marina Wynd and N. Bald Head Wynd. The beginning of the
cart bridge is proposed to start approximately 0.10 mile north of this intersection, at the intersection of
N. Bald Head Wynd and Keelson Row. The bridge would then terminate approximately 0.1 mile south
of the intersection of Marina Wynd and N. Bald Head Wynd.
The property consists of a 24.36 acre tract, elevated approximately 0.5' above Normal High Water
(NHW). The tract is primarily vegetated with coastal wetlands. The property boundary to the north,
along N. Bald Head Wynd, has been stabilized with a bulkhead. Vegetation consists primarily of Salt
Meadow Hay (Spartina patens), Sea Lavender (Limonium carohnianum), Glasswort (Salicornia spp.),
Spikegrass (Distichlis spicata), Black Needlerush (Juncus roemerianus) and Salt Marsh Cordgrass
(Spartina alterniflora). Eastern red cedar (Juniperus virginiana) also grow in areas of higher elevation.
The upland area north of the bulkhead is primarily occupied by built-upon area associated with the
marina and supporting facilities, including roads, a restaurant, administration building, ferry terminal
parking lots and retail space.
The current erosion rate in the adjacent Ocean Erodible Area is 8' a year. The 100-year storm recession
line for the adjacent area is 325 feet, creating a total Ocean Erodible (and Inlet Hazard) Area of
Environmental Concern (AEC) of 445 feet. A portion of the project is also located within the High
Hazard Flood AEC as indicated by zones V1-30 on the Flood Insurance Rate Maps of the Federal
Insurance Administration.
A Low Density State Stormwater Permit (No. SW8 070805) was issued on August 30, 2007 for 11,765
square feet of impervious area.
The Bald Head Island Land Use Plan classifies the adjacent waters as Conservation and the adjacent
high ground portion of the project area as Mixed Use. The waters of Bald Head Creek are classified SA
by the Division of Water Quality. They are NOT designated as a Primary Nursery Area (PNA) by the
N.C. Division of Marine Fisheries and they are CLOSED to the harvest of shellfish.
PROPOSED PROJECT:
The applicant proposes to construct a wooden cart bridge over high marsh, connecting Keelson Row
with the intersection of North and West Bald Head Wynd. The bridge would measure approximately
510' in length. The stated purpose of the project is to reduce traffic congestion from the barge staging
area. The bridge would measure 16'-18' in width and the deck would be elevated approximately 9'
above the marsh substrate at its highest point (approximately 6' from the underside of the structure).
Although wooden in construction, a second "wear deck" would be installed at 90 degrees to the bridge
surface. This is intended to meet a proposed ordinance by the Village of Bald Head Island. At both
bridge approaches, a bulkhead, measuring approximately 25' in width, would be installed to stabilize the
bank adjacent to the bridge. The applicant states approximately 7,250 square feet of high ground would
be disturbed on either end of the bridge as a result of bulkhead backfill, grading and road connection
construction. Approximately 4,150 square feet of this area would be paved road.
10. ANTICIPATED IMPACTS
The proposed bridge construction would shade approximately 9,000 sq. ft. of Section 404 and Coastal
Wetlands. The second proposed "wear deck" could potentially render the bridge as a completely
impervious surface. The bridge is proposed entirely above NHW. The bridge approaches, bulkheads and
road construction would result in the disturbance of approximately 7,250 sq. ft. of high ground.
Submitted by: Heather Coats Date: 7/7/2008 Office: Wilmington
Bruce Marek, P.E.
P. O. Box 3069
Bald Head Island, NC 28461
910-457-7517
June 23, 2008
NCDENR Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405
Project Narrative: Bald Head Island Limited, LLC Timber Cart/Tram Bridge, CAMA Major Permit
The Bald Head Island Limited, LLC Timber Cart/Tram Bridge project is for a 510 linear ft wood bridge, as
a southerly extension to east side of Bald Head Island marina basin Keelson Row. The Timber Bridge will
cross over the marsh only (landward of mean high water of Bald Head Creek). The south end of the
bridge will tie into a proposed connector road intersecting with Lighthouse Wynd, and thence
connecting to North Baldhead Wynd/West Bald Head Wynd.
The timber bridge is proposed with an underside of deck height that is between 4.5' and 9'+/- above
the marsh. Appx marsh grade elevation is at 1.74 fmsl at the north end and 2.2 fmsl at the south end.
Average height of marsh grass is 24"+/-. Existing road elevation at the intersection with Keelson Row is
6.5 fmsl, with a similar grade elevation at the south end. The bridge will have both horizontal curvature
(appx centerline radius of 4000') and vertical curvature with top of deck stringer height of 11 fmsl at
the center, and 6.5 fmsl at the ends. Proposed width is 16' to 18'The Village of Bald Head Island has
issued an ordinance that any such cart/tram bridges will require a wear deck, i.e. a second layer of
bridge decking. We have yet to get a determination if that would be considered impervious surface
or not, thus we obtained Low Density Stormwater Permit #SW8-070805 that allows for the bridge to be
totally impervious, with an 18' width. Practical bridge construction would be to limit width to the more
readily available 16' preservative treated lumber. Rails will overhang in either case, per details on
sheet 3 of 4.
Note that the bridge crosses both Coastal and 404 Wetlands. In several areas the lines are joint,
especially along the existing "bulkhead boardwalk", and the north approach. We have tried to show
separation, but occasionally the colored lines overlap.
Included in the project are 4150 sf of paved areas to intersect with existing roads, and 500 sf at each
end of fill to bring the approach to grade. A 25' wood bulkhead will be required at each end, set
on/upland of the Coastal Wetland line(s). Total disturbed area is listed at 7250 sf, which allows an
approximate 10' around the project. The bridge is deemed as to not be a "disturbance".
See Drawings 1 of 4, 2 of 4, 3 of 4 and 4of 4, dated 6-17-08.
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RECEIVED
JUN 2 3 2008
0CPl V+ J1'UAJ,`1JGTGaV, N,%
Dem MP4
APPLICATION for

Major Development Permit
Gast revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicand Landowner Information
Business Name
Bald Head Island Limited, LLC Project Name (if applicable)
Timber cart/tram bridge
Applicant 1: First Name
- 14. Kent MI Last Name
Mitchell
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box
3069 City
Bald Head Island State
NC
ZIP
28461 Country
USA Phone No.
910 - 457 - 7358 ext. FAX No.
910 - 457 - 7220
Street Address (if different from above)
6099 Indigo Plantation Drive City
Southport State
NC ZIP
2846-1
Email
2. Agent/Contractor Information
Business Name
Bruce Marek, P.E.
Agent/ Contractor 1: First Name MI Last Name
Bruce Marek

Agent/ Contractor 2: First Name
MI
Last Name _
Mailing Address PO Box City State
5489 Eastwind Road Wilmington NC
ZIP Phone No.1 Phone No. 2
28403 910 - 228 - 2484 ext. 910 - 457 - 7517 ext.
FAX No. Contractor #
910-457-7463
Street Address (if different from above) City State ZIP
Email
[e-mail] A, bmarokl0 lbbi sl,n a _-
ccri-cr-c
In.aCEIVED
<Form continues on back> ?1ii?=_MINGTQN, NC:
JUL Y 5 ?nng DEC 2 7 2007
DENR ' 3. yaiE f; QUAUTY ., %
WEr).ANDS AND S70RMWATER BRANCM
Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
4 TiM& - CAA r 1 113n 1i0A d-
3. Project Location
County (can be multiple) Street Address State Rd. #
Brunswick (behind) 6 Marina Wynd
Subdivision Name City State Zip
Bald Head Island NC 28461 -
Phone No. Lot No. (s) (if many, attach additional page with list)
910 - 457 - 5000 ext.
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Cape Fear Bald Head Creek 18-88-8-4
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 Cape Fear River & the 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.
Village of Bald Head Island
4. Site Description
a_ Total length of shoreline on the tract (ft.) 0 g
( b. Size of entire tract (sq.ft.)
?(,
Along Creek 24.36 Acres (Approx 10,000 sf for cart bridge)
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
N/A, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 4 ®NHW or ®NWL
e. Vegetation on tract
Coastal wetlands and variety of trees - cedar, oak, palm
f. Man-made features and uses now on tract
Marina support facilities, Restaurants (River Pilot & Eb & Flows), Administration Building, Retail Building, Sales Building,
Ferry Terminal, Cart & Truck Parking Areas, Roads, Barge Staging Area, Barge Pump House, Small Library. There is also
a wood bulkhead seperating wetlands from high ground in parts of the area.
g. Identify and describe the existing land uses adjacent to the proposed project site-
Commercial/Marina (and the Old Baldy Light House Property)
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
PD-3C (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?
1. 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
tB 1 1 2008
Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
A#1 I 'Xme c C R? ?zx-'&oC"E
M. (i) Are there wetlands on the site? ®Yes ?No
(ii) Are there coastal wetlands on the site? ®Yes []No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Village of Bald Head Island Public Utilities (treatment plant on the island)
o. Describe existing drinking water supply source.
Village of Bald Head Island Public Utilities
p. Describe existing storm water management or treatment systems.
South Approach: Infiltration Basins (SW8-940918 Mod), Cart Bridge Low Density (SW8-070805), North Approach: Wet Pond
(SW8-971223 Mod)
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? []Commercial ?PubliclGovernment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Project is for a 510 LF Timber Cart/Tram Bridge over the Bald Head Creek Marsh, to be used as part of an overall safety
project of new/realigned roads to help reduce congestion at the barge staging area. Will connect Keelson Row with the
intersection of North Bald Head & West Bald Head Wynds.
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.
Timber Bridge: mostly constructed by backhoe, water jet & pile driver. Pile driver advances along with the constructed
section(s) of the bridge. Roadwork and upland fill at the the immediate ends of the bridge will be by normal construction
vehicles: backhoe, end loader, dozer, trucks and steamroller. Construction parking at marled lot behind Island Passage.
d. List all development activities you propose.
510 LF Timber Cart/Tram Bridge x 16' or 18' wide; 500 sf of fill area each end (appx 20'x25') = 1000 sf fill; 25 If of bulkhead
upland of/on Coastal Wetland line, each end; 4150 sf of new paved approaches to link bridge with existing roads. The total
disturbed area is 7250 sf, which includes a 10' work zone around the upland paved areas.
e. Are the proposed activities maintenance of an existing project, new work, or both? new
f. What is the approximate total disturbed land area resulting from the proposed project? 7250 ®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.
See item 4p above. The site has highly permeable soils (> 20"/hr infiltration rates). South End approach is trib to infiltration
basins; Cart Bridge itself is part of low density permit; North Approach is tributary to Keelson Row wet pond (at the tent-site).
The wet pond overflow/bypass flows into Bald Head Island Marina (SC Waters 18-88-8-5), but this hardly happens due to
sand soils.
i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No [DNA
j. Is there any mitigation proposed? ?Yes OrdEIVED
N A If yes, attach a mitigation proposal.
<Form continues on back> JUN 2 3 2008

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (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-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site,
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 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 Bald Head Island Realty Ventures, LLC Phone No.
Address P.O. Box 3217, Bald Head Island, NC 28461
Name Phone No.
Address
Name old Baldy Foundation Phone No.
AddressP.O. Box 3007, Bald Head Island, NC 28461
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA 191-86 Harbour Village Development, SW8 971223 MOD 11/6/07
CAMA 172-87 Marina Development, SW8 940918 MOD 2/29/08, SW8 070805 8/30/07
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary. COE action ID No. 200500013 + DCM flagging 10/04 & 1/07
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date ?7 &9 Print Name 5"%coLw f),
Signature
Please indicate application attachments pertaining to your proposed roject.
DCM MP-2 Excavation and Fill Information CM MP-5 Bridges and Culvert
.,a:, "
C a
?DCM MP-3 Upland Development
?DCM MP-4 Structures Information JU9 2 3 2008
r?x16'ex.OfA r
'64y"

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts) 13H I TAIL /' ,t r 1fW4,fJ1.1AA l.e74 d
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint 6lj yo' e
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
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
NWL stabilization
Length
Width
Avg. Existing NA NA
Depth
Final Project NA NA
Depth
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.
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
(ii) Describe the purpose of the excavation in these areas:
d. High-ground excavation in cubic yards.
12. DISPOSAL OF EXCAVATED MATERIAL 0This section not applicable
a. Location 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. (i) 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:
b. Dimensions of disposal area.
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?
I
JUN 2 3 2008
DC M 1111 UvI 3 fit ?G'"r C s' ; 1,',4C

V /? / 7;
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3. SHORELINE STABILIZATION ?ThiSaotJon Wt applicablel
(If development is a wood groin, use MP-4 - Structures) _II
a. Type of shoreline stabilization:
®Bulkhead ?Riprap []Breakwater/Sill []Other:
c. Average distance waterward of NHW or NWL:
b. Length: 50 If (25 If at each end)
Width: T-6"
d. Maximum distance waterward of NHW or NWL: 0'
i L
e. Type of stabilization material: f.
Wood Bulkhead under/at start of wood cart bridge; 25 If of
bulkhead each end, with upland sand backfill, appx 25'X20'= 500sf
each end = 1000 sf.
%itsrrr#
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill 0 Riprap 0 sand, from upland areas
Breakwater/Sill 0 Other 0
i. Source of fill material.
Other Bald Head Island Limited LLC locations on or off island
4. OTHER FILL ACTIVITIES 0This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? []Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
(i) Has there been shoreline erosion during preceding 12
months?
[]Yes ENo ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
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 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)?
Brought to site 8 directly placed. Backhoe, front end loader
c. (i) Will navigational aids be required as a result of the project?
[]Yes ONo ?NA
(ii) If yes, explain what type and how they will be implemented.
6/17/08
Date
BHI Timber Cart/Tram Bridge
Project Name
.......:0(??'., Bruce Marek, P.E.
Applicant Name
SEAL
M684 F Applicant Signature

d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ONo ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
JUN 2 3 2008

to 1 /nf/2 ?f{?? i /
Form DCM MP-3
I7 / ? 7r?C ^r_
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. 1 0.4 f B Id H A l l Al; d LLC T P 1
2 Approach Roads for Proposed Cart Bridge: north
approach at south end of Keelson Row; South Approach
southerly back to existing North Bald Head WyndM/est
Bald Head Wynd Intersection
( a o a ea s an smite , ax arce
#26000005 (Brunswick County) 24.36 Acres
c. Density (give the number of residential units and the units per
acre).
n/a
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.
() If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
?Yes ?No [DNA
(ii) If yes, list the date submitted:
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
Filled: 500 sf each end = 1000 sf; Paved 4150 sf;
Total Disturbed Area = 7250 sf (includes 10' work area
around road approaches)
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Marl covered with asphalt, with 1 ft marl shoulders
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, rooftops, or to be used for vehicular driveways (i) Has a site development plan been submitted to the Division of
or parking. Water Quality for review?
00/6 this project ®Yes ?No ?NA
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
158725 sf Existing+13,300 sf this project (if 510 If x 18'=
9180 sf timber bridge is considered impervious) = 3.95
acres/24.36 acres = 16.2%
(ii) If yes, list the date submitted: _Permits SW8-070805
approved 8/30/07; SW8-971223 Mod, approved 11/6/07;
SW8-940918Mod, Approved 2/29/08
j. Describe proposed method of sewage disposal.
Village of Bald Head Island Public Utilities
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).
Portion of Northern approach road is tributary (through
Have the facilities described in Item (i) received state or local
approval?
®Yes ?No ?NA
If yes, attach appropriate documentation E C E! Y E D
JUL 0 ° 2008
m. Does the proposed project include an innovative stormwater
design?
?Yes ONo ?NA DCM WILMINGTON, NC'
If yes, attach appropriate documentation.

storm piping) to Tentsite Pond (SW8-971223) which has
an overflow to BHI Marina: SC Waters 18-88-8-5
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Village of Bald Head Island Public Utilities
o. When was the lot(s) platted and recorded?
Deed Date 6/14/1983
r ? yy f?y?
1 +1
/ , /

n. (i) Will water be impounded? ?Yes ®No ?NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
?Yes ?No ®NA
7/7/08
Date
(Bald Head Island) Timber Cart/Tram Bridge
Project Name
Bruce Marek, P.E.
Applicant Name
Applicant Signature
14 CA "P.
I
RECEIVED
JUL 0 - zoos
DCM WILMINGTON, NC.

HIM Rem NP-5
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 jJ
Application that relate to this proposed project. Please include all supplemental information.
49 I / 7R
1. BRIDGES ?This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
?Commercial ?Public/Govemment ®Private/Community Parallel to Bald Head Creek, across marsh
c. Type of bridge (construction material): d. Water depth at the proposed crossing at NLW or NWL:
Wood/Timber N/A
e. (i) Will proposed bridge replace an existing bridge? ?Yes ONO f. (i) Will proposed bridge replace an existing culvert? ?Yes ?No
If yes, If yes,
(ii) Length of existing bridge: (ii) Length of existing culvert:
(iii) Width of existing bridge: (iii) Width of existing culvert:
(iv) Navigation clearance underneath existing bridge: (iv) Height of the top of the existing culvert above the NHW or
(v) Will all, or a part of, the existing bridge be removed? NWL:
(Explain) (v) Will all, or a part of, the existing culvert be removed?
(Explain)
9- Length of proposed bridge: 510 LF h• Width of proposed bridge: 16'-18'
i. Will the proposed bridge affect existing water flow? ?Yes ONO j. Will the proposed bridge affect navigation by reducing or
If yes, explain:
increasing the existing navigable opening? ?Yes ®No
If yes, explain:
k- Navigation clearance underneath proposed bridge: N/A I. Have you contacted the U.S. Coast Guard concerning their
approval? ?Yes ONO
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: 45 at tie in to
waters? ®Yes ?No approach roads to apox 9' to the underside of the bridge
If yes, explain: Golf Cart/Tram Bridge will cross the marsh decking at center of the bridge (apex station 13+50)
south of Bald Head Island Marins, as an extension of
Keelson Row, ending near the existing end of Lighthouse
Wynd, and thence intersecting with North & West Bald
RECEIVED
Head Wynds. This is part of a marina area traffic
improvement to separate golf carts from the barge staging ???$
area truck traffic.

2. CULVERTS 0 This section not applicable

a. Number of culverts proposed:
/),4 l 1--'m 6-A C*
b. Water body in which the culvert is to be placed
< Form continues on back>
c. Type of culvert (construction material):

d. (i) Will proposed culvert replace an existing bridge? e. (i) Will proposed culvert replace an existing culvert?
?Yes ?No ?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)
If yes,
(ii) Length of existing culvert(s):
(iii) 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)
f- Length of proposed culvert: g. Width of proposed culvert:
h. Height of the top of the proposed culvert above the NHW or NWL. i. Depth of culvert to be buried below existing bottom contour.
j. Will the proposed culvert affect navigation by reducing or k. Will the proposed culvert affect existing water flow?
increasing the existing navigable opening? ?Yes ?No ?Yes ?No
If yes, explain:
If yes, explain:
3. EXCAVATION and FILL ?This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ?Yes ®No
If yes,
(ii) 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:
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 _ _?SAV__ ?SB
?WL NNone
(ii) Describe the purpose of the excavation in these areas:

.1UN 2 3 2008

"'zt'1 i
c. (i) Will the placement of the proposed bridge or culvert require any
high-ground excavation? ?Yes []No
If yes,
(ii) 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:
/?,? l l ??? Can i ITX 9)V 114
G/f71cl,
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area:
(ii) Dimensions of the spoil disposal area:
(iii) Do you claim title to the disposal area? ?Yes ?No (ff 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 (ii) above.
e. (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:
(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 (CM, 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 done
(ii) Describe the purpose of the excavation in these areas:
9-
(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 on high-ground? ®Yes ?No
If yes,
(ii) Avg. length of area to be filled: 20' at each end
(iii) Avg. width of area to be filled: 25' at each end
(iv) Purpose of fill: appx 20'x 25' at each end approach, to
allow tie in to existing road(s)
lz ' Z 5 C"'A F AZ r'
JUN 2 3 2008
D C M W Ldry!Ni .
4, GENERAL
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any tempprary
utility lines? ?Yes ®No detour structures? ?Yes'R'a 1
If yes, explain: If yes, explain: ?1?
V '
s. 3 r3, ?!? 1 Try ??n Cozy //?4*e2rbei?'
if this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
< Form continues on back>
C. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
?Yes ®No controlled?
If yes, complete Form DCM-MP-2. Brought directly to site and placed as needed.
e. What type of construction equipment will be used (for example, f. Will wetlands be crossed in transporting equipment to project site?
dragline, backhoe, or hydraulic dredge)?
?Yes ®No
Backhoe & water jetting of piles; truck mounted pile driver If yes, explain steps that will be taken to avoid or minimize
work its way out along the bridge. Conventional road environmental impacts.
machinery for upland end approaches.
g. Will the placement of the proposed bridge or culvert equ re any
shoreline stabilization? Wes ?No
If yes, complete form MP-2, Section 3 for Sho ine
Stabilization only. ;?L
6/17/08
Date 14 CA
.• •,,???
(Bald Head Island) Timber Cart/Tram Bridge ?? POFESQ .. Zti
Project Name $E ` .?
• AL -
Bruce Marek, P.E. t j
S6RA
Applicant Name
Q/
Applicant Signature /I
2L- 7/7 /a
RECEIVE
JUN 2 3 2008

DCMI WILMINGTON, NC
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