20020809 Ver 1_COMPLETE FILE_20020520

n.:. rr uw 1I,11KIlIg .11111 1 illUy P Wice, 0126/U2
Subject: Re: WiRO Tracking and Tardy Notice, 6/26/02
Date: Wed, 26 Jun 2002 17:36:33 -0400
From: Joanne Steenhuis <[e-mail]>
To: Cyndi Karoly <[e-mail]>
CP&L 02-0846 permit going out tommorrow (6/27/02)
Oak Pointe - 02-0775 placed on hold... talked to consultant, they were having
to resubmit info for COE and did not notify us (6/26/02)
Village of Bald Head - 02-0809 no 401 is needed
Todd Woodard - 02-0731 permit written (5/20/02)
Jeffery Simmons - 02-0729 waiting for a shellfish closure call...
Cyndi Karoly wrote:
> Hi Joanne and Noelle.
> Below is this week's 401 Tracking Notice for the Wilmington Regional
> Office. The Central Office has not received your recommendations for
> these projects as of June 26, 2002. If you have not received any
> application, please let me know and I. will fax it to you. Please take
> note of the date received in the Central Office and the 60-day clock
> projection. If we do not have your comments by two weeks before the
> clock expires, we may have to prepare the 401 without incorporating your
> comments, in order to avoid waiving the 401. Two weeks from today, the
> application will be forwarded to the appropriate Central Office staff
> member (Danny Smith) if we do not have Regional Office comments by
> then. The CO staff will then consult you if time allows and make a
> recommendation on the 401 to John Dorney.
> TRACKING:
> 401 Applications:
> DWQ No. Project County Permit Type Received Expires
> 02-0846 Carolina Power and Light Company, New Hanover Co.,
> CAMA, 5129102 7127102
> 02-0775 Oak Pointe, c/o Miriam Speicher, Brunswick Co., NW
> 18 5120102 7/18%02
> 02-0809 Village of Bald Head Island, Brunswick Co., CAMA
> 5120102 7118102
> Please use the staff recommendation sheet in Filemaker Pro, and then
> notify me that the report has been filed. My e-mail address is
> [e-mail] or you can call me at 919-733-9721.
> There are two tardy projects for your region this week, listed on the
> attaclunent. I've passed these files along to Danny Smith, so you'll be
> hearing from him soon.
> Thanks very much for your attention.
> --------------------------- ------------------------------------------------
> Name: Tardy Projects.doc
> Tardy Projects.doc Type: Winword File (application/msword)
> Encoding: base64
> Download Status: Not downloaded with message
Joanne Steenhuis <Joanne.Steenhuis(Q)ncmail.net>
] of 2 6/27/02 10:06 AM
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
May 17, 2002
MEMORANDUM --
Ong
TO: Mr. John R. Dorney Division of Water Quality 020809 FROM: Doug Huggett WE
Major Permits Processing Coordinator HIV
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Village of Bald Head Island
Project Location: Four oceanfront sites on South and West beaches, adjacent Atlantic Ocean, Brunswick
County
Proposed Project: Install 4 stormwater outfalls (twin 24" pipes) to the Atlantic Ocean to relieve flooding
which occurs following major storm events.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
June 7, 2002. If you have any questions regarding the proposed project, please contact Ed Brooks at
910-395-3900. 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 Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state. nc. us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Village of Bald Head Island
2. LOCATION OF PROJECT SITE: Four oceanfront sites on Sdhth and West beaches, adjacent
Atlantic Ocean, on Bald Head Island, Brunswick Co..
Photo Index - 2DM: 11-104 & 105 IM: 7-128 & 130 1995: 9-103 &104
State Plane Coordinates - X: 2305200 Y: 70000 Rover File: 0-042515A
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 4/25/02
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 5/ 1 /02
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Brunswick County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: OH
® Water Dependent: No
(D) Intended Use: Post-storm recovery
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - None at project sites
Planned - Four (4) stormwater outfalls to Atlantic Ocean
(G) Estimated Annual Rate of Erosion: 2 to 11.5 ft/yr
Source - LTAASCR-1992 - pg.2 of 17
7. HABITAT DESCRIPTION: [AREA]
T)RRT)(iF77 PTT T Pr) nrrr-=D
A Vegetated Wetlands
Non-Vegetated Wetlands
C Other- Beach and vegetated dunes 18,000 s ft.
(D) Total Area Disturbed: 18,000 sqft.
(E) Primary Nursery Area: No
(F) Water Classification: Atlantic Ocean - SB Open: N/A
Cape Fear River - SA Open: Yes
8. PROJECT SUNEVIARY: The applicant proposes to install 4 stormwater outfalls (twin 24" pipes) to
the Atlantic Ocean, to relieve flooding which occurs following major storm events.
Village of Bald Head Island
Page 2
9. PROJECT D REMON
Bald Head Island is a part of a larger island group known as Smith Island Complex which is located at the
confluence of the Cape Fear River and the Atlantic Ocean, between Carolina Beach/Fort Fisher and Oak
Island, in the Brunswick County, North Carolina. It is accessed by private ferry service from Southport, NC.
Bald Head Island is the southern-most, and largest of the Smith Island chain. It's eastern and south facing
beaches are adjacent to the Atlantic Ocean. The intersection of east and south beaches create Cape Point,
from which Frying Pan Shoals extend some 22 miles into the Atlantic. The island's west beach is adjacent to
the Cape Fear River Inlet and its northern side is bordered by Bald Head Creek and associated salt marshes.
Bald Head Island is approximately three and one-half miles long and one-half to one-mile wide. The island
contains the largest remaining stand of climax maritime forest in southeastern North Carolina, and features
old live oaks and Cabbage Palmetto Palm trees (Smith Island Complex is the northern limit of its range). The
State of North Carolina has purchased approximately 175 acres of maritime forest, which will be preserved
and managed through the NC Coastal Reserve Program. Development of Bald Head Island is approximately
40-50% built-out, and,includes a marina, restaurants, bed and breakfast inns, golf course/club house, and
associated commercial, multi-family and single-family residential development. The four project sites are
located on the ocean front of Bald Head Island, two sites on South Beach and two sites on West Beach. South
Beach and the majority of West Beach are included in the U.S. Army Corps of Engineers Wilmington Harbor
Project as an approved site to receive beach compatible sediments resulting from the maintenance of the shipping
channel in the Cape Fear River and Inlet. The most recent beach renourishment on Bald Head Island was
completed in the spring of 2001.
The NC Division of Water Quality classifies the waters of the Cape Fear River in the project area, as SA, and
they are OPEN to the harvest of shellfish. The waters of the Atlantic Ocean are classified SB. These waters are
not designated as Primary Nursery Areas by the NC Division of Marine Fisheries. The project area is located in
the Ocean Hazard Area of Environmental Concern, as designated by the Coastal Resources Commission. The
designated Long-term Average Annual Shoreline Change Rates for this area of Bald Head Island range from 11.5
feet/year to 2 feet/year.
The Village of Bald Head Island is proposing to construct four (4) stormwater outfalls to the Atlantic Ocean to
relieve the flooding which occurs following major storm events. Following the hurricanes of the late 1990's,
Bald Head Island experienced severe flooding in the roadways and low areas of South and West Bald Head
Wynds. Standing water in excess of three (3) feet deep hampered ingress and egress of emergency and recovery
personnel. In addition, the applicant states that post-storm flooding damages utilities and infrastructure causing
unnecessary delays in restoration of services to the island's residents, and creates unsanitary conditions and
habitat for mosquito breeding. To remedy the prolonged flooding after a major storin, the applicant proposes to
install outfall pipes to drain the flood waters to the ocean and Cape Fear River. Each outfall would consist of
twin 24-inch diameter corrugated metal pipes, fitted with mechanical canal gates on the landward end and flap
gates at the waterward end (ocean). The proposed outfalls would be installed by direct burial (open trenching
and backfill) using mechanical excavating equipment. All disturbed areas would be restored to original contours
and re-vegetated with native vegetation. Under normal conditions, the entire length of the structure would be
below grade. The Village states that these outfalls would only be utilized in the event of flooding from a major
hurricane/storm. Temporary trenches would excavated from the waterward ends of the pipes to the ocean, as
Village of Bald Head Island
Page 3
necessary. These trenches would be 6 feet wide, plus associated 3:1 side-sl,,opes.
Outlet 1 (Sheet 3): This site is located off West Bald Head Wynd, south of Seagull Trail. The proposed
outfall would be 200 feet in length, excavated through secondary and frontal dune systems (dune crest
elevations to 15 ft. MSL), terminating 9 feet waterward of the current first line of stable, natural, vegetation'
and approximately 40 feet landward of the high tide line (4/25/02).
Outlet 2 (Sheet 5): This site is located off of Cape Fear Trail, at the beach access site, between Lots 1017
and 1018. The proposed outfall would be 200 feet in length, excavated through secondary and frontal dune
systems (dune crest elevations to 15 ft. MSL), terminating 49 feet waterward of the current first line of
stable, natural, vegetation and approximately 60 feet landward of the high tide line (4/25/02).
Outlet 3 (Sheet 7): This site is located off South Bald Head Wynd, opposite Black Skimmer Trail, between
Lots 1319 and 1320. The proposed outfall would be 200 feet in length, excavated through the frontal dune
systems (dune crest elevations to 12 ft. MSL), terminating 70 feet waterward of the current first line of
stable, natural, vegetation and approximately 20 feet landward of the high tide line (4/25/02).
Outlet 4 (Sheet 9): This site is located off of South Bald Head Wynd, west of Star Rush. The proposed
outfall would be 300 feet in length, excavated through secondary and frontal dune systems (dune crest
elevations to 12 ft. MSL), terminating 66 feet waterward of the current first line of stable, natural, vegetation
and approximately 20 feet landward of the high tide line (4/25/02).
10. ANTICIPATED IMPACTS
According to the applicant's calculations, installation of the proposed outfall structures would disturb
approximately 18,000 square feet of vegetated frontal and secondary dune systems and unvegetated beach area.
Depending upon the severity of the storm, the proposed outfall pipes (unanchored) would be susceptible to storm
damage/destruction. Also, minor storm events could expose the waterward sections of the outfall structures and
potentially create public safety and beach access/use issues. Provided the outfall pipes are still in place following
a major storm, theproject could provide some degree of relief from the subsequent flooding, facilitating recovery
efforts and limiting secondary damage to private property and infrastructure from inundation and/or submersion
in flood waters.
Submitted by: E.F. Brooks Date: 5/16/02 Office: Wilmington
CAMA MAJOR PERMIT APPLICATION
Emer enc _MStormwater Outfall
To The Atlantic Ocean
PROJECT 5310-10
PnVvedfor
??. of .?
? d
x
fsLA
The V"Mage of Bald. Head Island
Bald Head Island, N.C.
January 16, 2002

Pmpared by:
CAPE FEAR
Engineering, Inc.
151 Poole Hoed, Suite 100
BeNflle, NC 28051
TEL (910) 38X 1044
FAX [phone]
www. cape(eareng. corn
ECEHVE
APR 0 8 2002
DIVISION OF
COASTAL MANAGEMENT
TABLE OF CONTENTS
Design Narrative
Description of Work
Operation Procedures
Appendix A
CAMA Major Application
Upland Development Supplement DCM MP-3
Structures Supplement DCM MP-4
Appendix B
Vicinity Maps
Index sheet
Plan View-Outlet #1-Sheet 3
Profile-Outlet #1-Sheet 4
Plan View-Outlet #2-Sheet 5
Profile-Outlet #2 -Sheet 6
Plan View-Outlet #3-Sheet 7
Profile-Outlet #3-Sheet 8
Plan View-Outlet #4-Sheet 9
Profile-Outlet #4-Sheet 10
Detail Sheet
Appendix C
Sample Letter of Notification
Appendix D
Registered Return Receipts(Copy)
Appendix E
Deed of Easement
y
ECEIVE
APR 0 8 2002
DIVISION OF
COASTAL MANAGEMENT
2-3
3
4
1
2
3
4
5
6
7
8
9
10
11
DESIGN NARRATIVE
The Village of Bald Head Island is proposing to install emergencx storm drainage outfall pipes in
four (4) locations on the Atlantic Ocean side of the island. The proposed project includes twin 24-
inch diameter corrugated metal pipes (CMP) at each location (see Appendix B; Index Map - Sheet
No. 2). The proposed emergency storm drainage outfall pipes will relieve flooding which occurs
due to major rainfall events on Bald Head Island. The proposed outfalls will not operate under
normal conditions. These outfalls will only discharge after major storm events which cause extreme
flooding such as hurricanes, tropical storms and nor'easters.
During major storm events, the roadway areas in the vicinity of the proposed pipes experiences
flooding and inundation that prevents emergency personnel from accessing the surrounding area.
Roadways have had as much as three feet of water standing in places after the major storm
events. In addition, this flooding damages utilities and infrastructure and causes unnecessary
delays in restoration of electrical, telephone, water and sanitary sewer services to the island.
Electrical transformers as well as the mound fields that serve as on-site sewer disposal for parts of
the island have been under water for weeks at a time due to the flooding after a major storm
event. This prolong flooding also causes water to pond for extended durations that in turn causes
detrimental impacts to the environment due to salt-water intrusion from over wash, damages
roadways and structures and provides an unnatural habitat for mosquitoes and other pests.
The only other alternative to relieve the roadway flooding that prevents access by emergency
personnel would be to raise the roadway elevations. This alternative does not address the
problems regarding restoration of utility service and damage to utilities and structures. Raising the
roadways is also impractical if not impossible due to the lack of required road right-of-way,
damming effect of the road by raising it, utility conflicts, topographic difficulties, private driveway
conflicts and expense.
By installing the proposed emergency outfall piping the need to "cut the dunes" to drain flood
waters will be negated. We feel the proposed outfalls are the best solution to removing flood
waters from roadways for emergency personnel to have access, restore utility service and to
prevent damage to infrastructure due to prolong flooding from a major storm event.
INEIVE
APR 0 B 2002
DIVISION OF _„r
The Village of Bald Head Island will retain ownership and maintain the proposed emergency outfall
pipes. A detailed description of the proposed work follows as well as an Operational Procedures for
the emergency outfalls.
DESCRIPTION OF WORK
The proposed emergency outfalls are scheduled to be installed as soon as the CAMA Major Permit
is issued. Since no other permits are required, hopefully the outfalls can be installed before this
year's hurricane season.
The proposed emergency outfalls are located within common areas owned by the Bald Head Island
Property Owners Association (BHIPOA). The Village has a blanket easement for any storm
drainage improvements in the common areas from the BHIPOA. The outfalls are also located in
close proximity to public beach access areas that will allow for easier accessibility for maintenance
personnel.
As stated earlier, the proposed outfalls will only operate to relieve prolonged flooding caused by
major storm events and will not operate continuously throughout the year. The upstream end of
the pipes will have a valve mechanism installed in order to prevent the use of these pipes unless a
flood condition exists. The downstream end of the pipes will be fitted with a cap that will also
prevent unauthorized use of the pipes. Under normal conditions, both ends of all pipes will be
below existing grade and "gout of sight". See Appendix B; Sheets 3-10 for alignment and depth of
the proposed pipes. During a flood condition, both ends of all pipes will be exposed and opened in
order to drain the accumulated flood waters. Temporary swales will be constructed at the
upstream and downstream ends in order to convey the flood waters. These swales will be re-
graded to original conditions after the flood waters have rescinded.
The proposed outfalls will be installed using traditional trenching and backfill construction
techniques. The areas disturbed during construction will be minimal and total disturbance will be
less than 0.41-acres. All areas disturbed will be restored to original conditions and re-vegetated
with native vegetation to match the existing density and plant material.
R ECEHVE
APR 0 8 2002
DIVISION OF
t^.OARTAI MANAC-2FMFNT
OPERATIONAL PROCEDURES
1. AFTER MAJOR STORM EVENT HAS SUBSIDED, SURVEY FLOODING AND DETERMINE WHICH
OUTFALLS NEED TO BE OPENED.
2. PROCEDE WITH THE EXCAVATION REQUIRED IN ORDER TO EXPOSE BOTH ENDS OF EACH
OUTFALL TO OPEN.
3. INSTALL TEMPORARY SWALES AS REQUIRED AT EACH END IN ORDER TO DRAIN THE FLOOD
WATERS.
4. OPEN UPSTREAM VALVE MECHANISM IN ORDER FOR FLOOD WATERS TO FLOW THRU OUTFALL
PIPING.
S. CONTINUOUSLY MONITOR THE OUTFALLS WHILE THE VALVE IS OPEN TO ASSURE THE FLOOD
WATER IS DRAINNING AND TO PREVENT SALT-WATER INTRUSION DURING PERIODS OF HIGH-
TIDE.
6. CLOSE VALVE IMMEDIATELY IF OCEAN WATER BEGINS TO BACKFLOW THRU THE OUTFALL
PIPING.
7. AFTER ALL FLOOD WATERS HAVE DRAINED TO AN ACCEPTABLE LEVEL, CLOSE THE UPSTREAM
VALVES ON THE OUTFALL PIPES.
8. MONITOR AREA FOR 24-HOURS TO MAKE SURE THE FLOOD WATERS HAVE RESCINDED TO
ACCEPTABLE LEVELS.
9. RE-GRADE AREA WHERE TEMPORARY SWALES WERE CONSTRUCTED.
10.RESTORE ALL AREAS DISTURBED DURING THE OPERATION OF THE EMERGENCY OUTFALLS TO
ORIGINAL GRADES AND WITH NATIVE AND SIMILAR PLANTINGS.

APR 0 8 2002
DIVISION OF
COASTAL MANAGEMENT
y
Appendix A
CAMA Major Application
Upland Development Supplement DCM MP-3
Structures Supplement DCM MP-4
E(0 FIVE
APR 0 8 2002
DIVISION OF
COASTAL MANAGEMENT
Form DCM-MP-1
APPLICATION
(To be eompleted by all applicants)
1. APPLICANT
a. Landowner:
Name The Village of Bald Head Island
Address P.O. Box 3009
City Bald Head Island State N.C.
Zip 28461 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Cape Fear Engineering, Inc.
Address 151 Poole Rd., Suite 100
City, Belville
State N.C.
Zip 28451 Day Phone [phone]
Fax (910) X83-1045
c. Project name (if any)
Village of Bald Head Island - Emergency
ormwa er u a to the Atlantic Ocean.
AVM PermU wit! be issued in now of Awmim eer(s), and/or
probed name.
2. LOCATION OF PROPOSED
PROJECT
b. City, town, community or landmark
Bald' Head Island, N.C.
c. Street address or secondary road number
Please see enclosed vicinity map
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Atlantic Ocean
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Tha prn nsarl prnjart Mrlurfac 1 Ran linaar fast of
24 " CIMP storm drainaae pipe to be installed along
the ocean dunes in four (4) specific areas. See
"Index".
b. Is the proposed activity maintenance of an existing
project, new work, or both? New Work
c. Will the project be for public, private or commercial
use? Public Use
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages.
See Design Narrative and Description of Work on
pages 7-8 o this application package.
a. County Brunswick County, N.C.
z C E 77
Revised 03M APR 0 8 2002
DIVISION OF
COASTAI hAdMarcnncn1T
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract
18,000 sq. ft., 0.41 acres
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or
NNVL Varies
d. Soil type(s) and texture(s) of tract
Newham line sand (2-30% slopes); fine sand
e. Vegetation on tract
Maritime shrubs, dune grasses, sea oats, bitter
parncum
f. Man-made features now on tract
N/A
g. What is the CAMA Land Use Plan land
classification of the site? (conanlt the ioeal land use plan.)
X Conservation Transitional
X Developed Community
Rural Other
h. How is the tract zoned by local government?
Developed - Residential
i. Is the proposed project consistent with the applicable
zoning? ?X Yes No
(Avast toning compliance xrrlficate, if applicable)
j•
Has a professional archaeological
done for the tract? Yes
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site?
Coastal (marsh) Other
If yes, has a delineation been c
(Attach docume matlon, if amUabk)
Yes X No
SOS
m. Describe'%xisting wastewater treatment facilities:
N/A
n.. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
Surface runoff
o. Describe existing drinking water supply source.
N/A
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7].0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
I'de agency personnel unfamiliar with the area to the
V BOO
2002
APR 0 g
Revised 03/95
assessment been
X No
COASTAL'MAONa ?=A A r-..-
Form DCM-MP-I
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• 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. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name
Address _
Phone _
Name _
Address _
Phone
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
MA I Ay"A
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
Revised 03/95
6. 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 conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
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.
LL
This is the I day of 3f?;? zoo D
Print Name Becky King, Village Manager
Signature ??Lkl- IQ l1U
Landowner or Autho Agent
Please indicate attachments pertaining to your proposed
project.
_ DCM MP-2 Excavation and Fili Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
_ DCM MP-5 Bridges and Culverts
_ DCM MP-6 Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
ECE?VE
APR 0 8 2002
DIVISION OF
COASTAL MANAGEMENT
• 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. Upon signing this form, the applicant further certifies that such
notice has been provided.
Lot 1017
Jon & Carol Mazuy
7 Avalon Avenue
Prides Crossing, MA 01965
Lot 1018
Dr. Joseph & Leah Devlin
7016 Harp's Mill Road
Raleigh, NC 27615
Lot 1080
Mr. & Mrs. Joel Richardson, Jr.
1711 Glen Road
Chattanooga, TN 37405
Lot 1319
Bowie Motors of Monroe, Inc.
251 South Elliott Road
Chapel Hill, NC 27514
Lot 1327
Dr. & Mrs. Paul C. Thompson
1658 Hillcrest Road
Chattanooga, TN 37405
Lot 1329
Stephen & Katherine Nelson
4201 Wright Avenue
Charlotte, NC 28211
Lot 1222
Mr. & Mrs. Clayton S. Curry, Jr.
2600 One First Union Center
Charlotte, NC 28202
Lot 1081A
Bruce A. Campbell
2615 Hydrangea Place
Wilmington, NC 28403
Lot 1320
Anthony & Marjorie Kameen
P.O. Box 3033
Bald Head Island, NC 28461
Lot 1328
Mr. Frank 0. Sherrill
C/O NCNB Trust Real Estate
Dept.
NCI-002-11-13
Charlotte, NC 28255
Lot 1330
Ulrike & Klaus Buetow
5921 Lengwood Drive
Cincinnati, OH 45244
Lot 1221
Thomas & Lisa Wat en
P.O. Box 281
Lookout Mountain, TN 37350
Pic EHVE
APR 0 8 2002
DIVISION OF
COASTAL MANAGEMENT
Lot 1012
John & Susanne Nichols
1104 High Country Road
Towson, MD 21204
Lot 1217
Dr. Angela Pardee
T. Haughton Pardee Living Trust
7124 Quail Hill Road
Charlotte, NC 28210
Lot 1216
Ronald & Margaret Cresswell
1968Zoulder Drive
Ann Arbor, MI 48104
Lot 1009
Frank & Judith Spaeth
3020 N. Fairway Drive
Burlington, NC 27215
Lot 1321 Lot 1073
Barry Popkin Richard Kennedy
201 Huntington Dr. 595 Birdsong Place
Chapel Hill, NC 27514 Sanibel, FL 33957
ECEV E
All 112112
DIVISION OF
COASTAL MANAGEMENT
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed 4- Emergency Stormwater
u a s
b. Number of lots or parcels
N/A
c. Density (give the number of residential units and the
units per acre) N/A
Size of area to be graded, filled or disturbed
including roads, ditches, etc.
18,000 sq. ft., 0.41 acres
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
If yes, date submitted N/A
f. List the materials (such as marl, paver stone,
ECEHVE
APR 0 8 2002
` DIVISION OF
COASTAL MANAGEMENT
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes No
if yes, date submitted N/A
i. Describe proposed method of sewage disposal.
j. Have the facilities described
received state or local approval?
(Attach appropriate documentation)
in Item i. above
N/A
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
Twin 24" CMP pipe at specific
locations - see plans enc ose .
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
N/A
m. Will water be impounded? N/A Yes
If yes, how many acres? N/A
asphalt, or concrete) to be used for paved surfaces. n. If the project is a oceanfront development, when
N/A - No Impervious Surfaces Proposed was the lot(s) platted and recorded? N/A
Village of Bald Head Island; Emergency Stormwater
0 Urfa LL.
d 1 LLAG£ 0 F BALD HIAD -T&LAN:t>
g. Give the percentage of the tract within 75 feet of AP ti t or Project Name
MHW or NWL, or within 575 feet in the case of an IV .
Outstanding Resource Water, to be covered by Signature
impervious and/or built-upon surfaces, such as a g 1 o a
pavement, buildings, rooftops, or too be used for Date
vehicular driveways or parking. 0 /o
N/A No
Revised 03/95
Form DCM-MP4
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 which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1) _ Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
(5) Finger Piers Yes No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed
(8) Proximity of structure to adjacent riparian
property lines
(9) Width of water body
(10) Water depth at waterward end of pier at
MLW or NWL
Boathouse (including covered lifts)
(1) ___, Commercial Private
(2) Length
(3) Width
C.
Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
711CEHVE
APR 0 8 2002
v DIVISION OF
COASTAL MANAGEMENT
Mooring buoys
(1) _ Commercial -Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)
Eight (8) 24" Corregated Metal Pipe (CMP) to
placed through the ocean front dunes at four
locations in order to drain roadway areas
innun a e during major storm events.
Village of Bald Head Island; Emergency
Shrm w,(, e? - Kau+44LL sSLa--
Ap t or Project Name
signature
z l I g J ??
Date
Revised 03/95
y
Appendix B
Vicinity Maps
Index sheet
Plan View-Outlet #1-Sheet 3
Profile-Outlet #1-Sheet 4
Plan View-Outlet #2-Sheet 5
Profile-Outlet #2 -Sheet 6
Plan View-Outlet #3-Sheet 7
Profile-Outlet #3-Sheet 8
Plan View-Outlet #4-Sheet 9
Profile-Outlet #4-Sheet 10
Detail Sheet
ECEHVE
APP, 0 8 2002
DIVISION OF
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COASTAI MANAGEMENT 11L I
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Village at Bald Head Island County Brunswick
Project Number 02 0809 County2
Recvd From DCM Region Wilmington
Received Date 5/20/02 Recvd By Region
Project Type stormwater outfalls
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
LAMA F_ O Y O N ? 99-(4) SB SA ? 30,700. 0.41 F_ F- I -
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N
Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
No 401 is needed.
This office does object to the permanent placement of these outfall pipes. T he potential for
discharge after any rain is greater and the potential to cause closure of "wat ers" is higher. The
closure of waters outside of any large strom event will be noted as a degrad ation to waters by DWQ
and will be soenforced_ DWQ has no objections to pumps placedd and use d after hurricane
situations. The permanence of these structures has a Greater likihood of ca using a watwer quality
violation,
cc: Regional Office
Central Office Page Number 1