20131286 Ver 1_CAMA Application_20131213

4.. 20131286
...... IF
NCDEE R
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director Secretary
December 11, 2013
MEMORANDUM:
TO: Karen Higgins
401 Oversight
DEMLR - Surface Water Protection
FROM: Doug Huggett, NC DENR -DCM Major Permits Co
400 Commerce Ave., Morehead City, NC 28557 (Courier 11- 12 -09)
SUBJECT: CAMA /Dredge& Fill Permit Application Review
Applicant: Village of Bald Head Island
Project Location: Lighthouse Creek, adjacent to Lighthouse Wynd & N. Bald Head Wynd, on Bald
Head Island, Brunswick County
Proposed Project: the dredging of Lighthouse Creek
Please indicate below your agency's position or viewpoint on the proposed project and return this
form to Doug Huggett at the address above by January 3, 2014. If you have any questions
regarding the proposed project, contact Heather Coats at (910) 796 -7215, when appropriate, in -depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
SIGNED
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.
DATE
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer
WIER
'EC 1 3 2013

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Village of BHI
PROJECT NAME: Lighthouse Creek Dredging
2. LOCATION OF PROJECT SITE: Project site is located at Lighthouse Creek, adjacent to Lighthouse Wynd and
North Bald Head Wynd, on Bald Head Island, Brunswick County. _
Photo Index - 2006: 11 -6178; T -V, 16 2000: 11 -104; C -E, 9 -10 1995: 9 -103; S -U, 5 -6
State Plane Coordinates - X: 2303982 Y: 46350 Rover File: N/A
Lat: 33° 52' 23.28" N Long: 770 59' 55.38" W
3. INVESTIGATION TYPE: CAMA/ Dredge & Fill
4. INVESTIGATIVE PROCEDURE:
5. PROCESSING PROCEDURE:
Dates of Site Visit — 7/31/13
Was Applicant Present — Yes
Application Received — Complete 12/4/13
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Village of Bald Head Island
Land Classification From LUP — No classification.
7.
S.
(B)
AEC(s) Involved: EW, PT, ES
(C)
Water Dependent: Yes
§404 wetlands
(D)
Intended Use: Public
(E)
Wastewater Treatment:
Existing — N/A
Other — High ground
Planned - N/A
(F)
Type of Structures:
Existing — N /A.
Planned - Dredging of Lighthouse Creek.
(G)
Estimated Rate of Erosion: N/A
Source- N/A
HABITAT DESCRIPTION:
(A) Vegetated Wetlands
§404 wetlands
(B) Non - Vegetated Wetlands
18,350 sq. ft.
Other — High ground
62,000 sq. ft.
(D) Total Area Disturbed: 80,350 sq. ft. (1.84 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
PROJECT SUMMARY: The applicant proposes dredging of Lighthouse Creek.

Village of BIH- Lighthouse Creek Dredging
Page Two
9. PROJECT DESCRIPTION
Bald Head Island is part of an island group known as Smith Island, located at the confluence of the Cape Fear
River and Atlantic Ocean between Fort Fisher and Oak Island/Caswell Beach. The island is accessed by private
boat or a private ferry service from Southport. This project is located in Lighthouse Creek, a horseshoe - shaped
channel near the mouth of Bald Head Creek, on Bald Head Island, in Brunswick County. The creek runs along
the properties located on Lighthouse Wynd and the western end of North Bald Head Wynd. The Village's
community boat ramp and dock is located on Lighthouse Creek. Shoaling within the area has led to difficulties
navigating the creek at low tide. Current water depths in the area range from 0' to -2.9' with an average depth
of approximately -1.3' at Mean Low Water (MLW). Water depths at the mouth of the creek are shown to be in
excess of -4' at MLW. There are no known records or permits of previous dredging in Lighthouse Creek.
The waters of the Lighthouse Creek are classified as SA by the North Carolina Division of Water Quality. The
waters are not designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries. They are
OPEN to the harvesting of shellfish.
PROPOSED PROJECT:
The applicant is proposing hydraulic dredging of an approximate 525 - linear foot length of Lighthouse Creek.
The dredging would be performed as a box cut, 35' feet in width and at -4.1' in depth relative to MLW. The
applicant acknowledges sloughing would occur which would result in more stable side slopes and a final depth
of less than -4' at MLW. The excavated material would be transported by pipe to Bald Head Island Limited's
approved spoil disposal site located north of the mouth of Bald Head Creek. A letter of permission from Bald
Head Island Limited, LLC has been submitted with the application package. The spoil site has been approved
for the dredging of Bald Head Island Marina by Bald Head Island Limited (State Permit #53 -91). Sufficient
capacity is still available within the site to accommodate the proposed dredging.
10. ANTICIPATED IMPACTS:
The proposed dredging would result in the excavation of approximately 18,350 square feet (approximately
2,000 cubic yards) of shallow bottom, designated as Public Trust Area and Estuarine Waters. The spoil disposal
would result in the fill of approximately 62,000 square feet of high ground, located within an existing diked
spoil disposal site. The work would likely result in a temporary increase in turbidity. No impacts to coastal
wetlands or shellfish resources are anticipated. The proposed dredging would not exceed the depth of
connecting waters.
Submitted by: Heather Coats Date: December 10, 2013 Office: Wilmington

Narrative
This submittal is for dredging a portion of Lighthouse Creek on Bald Head Island
(Brunswick County, NC). Lighthouse Creek, as it is commonly referred to, is a
horseshoe shaped channel off of Bald Head Creek. The applicant for this project
is the Village of Bald Head Island, the local municipality. The Village recently
upgraded its waterfront park located on Lighthouse Creek. The park
accommodates small boats and is the launching point for most of the island's
canoe and kayak trips. At low tide, water access to the park and surrounding
residential properties is restricted due to the sediment buildup in Lighthouse
Creek.
The Village of Bald Head Island has also recently secured a CAMA Major permit
to stabilize the outlet ditch of the lagoon system that discharges to Lighthouse
Creek. This is an effort by the Village to prevent shoreline erosion from entering
Lighthouse Creek.
The proposed dredging plan shows a 35' wide by 525' long channel in
Lighthouse Creek tying into the main channel of Bald Head Creek. The width and
depth of the proposed dredging has been dictated by the contractor and the size
of his hydraulic dredge barge. The contractor needed 35' in width and a
minimum of 4' below MLW. The proposed plan and cross sections show vertical
sidewalls to accommodate the barge. We anticipate the sidewalls will slough off
to a more stable slope after dredging. Dredging will not occur within 10' of
Coastal Wetlands.
Bald Head Island Limited, the developer for Bald Head Island, has allowed the
Village up to 2,000cy of disposal space in its permitted dredge basin, CAMA #53-
91. The proposed Lighthouse Creek dredging plan produces 1,931 cy based on a
recent hydraulic survey by ESP Associates. A letter of permission from Bald Head
Island Limited is attached supporting disposal in their basin. The plan Limited
used for the disposal basin is attached as an exhibit detailing the disposal site; it
is not shown as proposed work for this submittal, simply as a supporting exhibit.
RECEIVED
DCM WILMINGTON, NC
DEC 0 42013

IBM NP -1
NPLICATION for
Midor Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
The Village of Bald Head Island
Project Name (if applicable)
Lighthouse Creek Dredging - Bald Head Island
Applicant 1: First Name
Stephen
MI
Last Name
Boyett
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
3009
City
Bald Head Island
State
NC
ZIP
28461
Country
USA
Phone No.
910 - 457 - 9700 ext.
FAX No.
910 - 457 - 6206
Street Address (if different from above)
City
State
ZIP
Email
sboyett @villagebhi.org
2. Agent/Contractor Information
Business Name
Coastal Land Design, PLLC
Agentl Contractor 1: First Name
MI
Last Name
Jeffrey
B.
Petroff
Agent/ Contractor 2• First Name
MI
Last Name
Mailing Address
PO Box
City
State
1172
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28402
910 -254 - 9333
ext. 1002
- - ext.
FAX No.
Contractor #
910 254 0502
Street Address (if different from above)
City
State
ZIP
Email
jpetroff @cldeng.com
<Form continues on back>
RECEIVED
DCM WILMINGTON, NC
NOV 2 n 2013
262 - 608 -2606 :: 1- 866- 4RC®AST :: www.necoastairena,nagGment.net

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Brunswick
N/A - Dredge Project
N/A
Subdivision Name
City
State
Zip
e. Vegetation on tract
Bald Head Island
NC
28461-
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
I I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
Lighthouse Creek - Branch of Bald Head Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Cape Fear River
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.
The Village of Bald Head Island
4. Site Description
a Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
Disposal Site - Approx. 2,500 If
Disposal Site - Approx 62,000 sf
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
Disposal Site = 10.0' ®NHW or ❑NWL
e. Vegetation on tract
None - Dredge Project
f. Man -made features and uses now on tract
Access channel to docks and waterfront community park
g. Identify and describe the existing land uses adiacent to the proposed project site.
Public Property
h. How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
N/A
(Attach zoning compliance certificate, if applicable)
[]Yes ❑No ®NA
1. 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>
DCM WILMINGTON, NC
NOV 212013
252 -808 -2808 :: 1- 888- 4RCOAST :: www.necoastaimanagement.net

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ❑Yes ®No
(ii) Are there coastal wetlands on the site? []Yes ®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.
N/A
o. Describe existing drinking water supply source.
N/A
p. Describe existing storm water management or treatment systems.
N/A
S. 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.
Dredging portion of Lighthouse Creek will restore boating access to waterfront community
park at low tide.
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.
Hydraulic Dredging
d. List all development activities you propose.
Hydraulic Dredging is the only proposed activity.
e. Are the proposed activities maintenance of an existing project, new work, or both?
Maintenance of an existing channel
f What is the approximate total disturbed land area resulting from the proposed project?
18,350 sf of Dredging
®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.
N/A
i. Will wastewater or stormwater be discharged into a wetland?
❑Yes []No ®NA
If yes, will this discharged water be of the same salinity as the receiving water?
❑Yes []No ®NA
j. Is there any mitigation proposed?
❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
DCM WILMINGTON, NC
<Form continues on back> NOV 212013
252- 808 -2808 :: 1- 888- 4RCOAST :: wwrw.necoastaI management. net

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Pertnit
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) — (t) 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 Phone No.
Address
Name Phone No.
Address
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA Permit # 151 -84 Issued to Bald Head Island Limited on Spoil Basin is CAMA Permit #53 -91, formerly part of #22 -74 and
July 3, 1984 #172 -87
h. Signed consultant or agent authorization form, if applicable
L Wetland delineation, if necessary.
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.
1 7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow -up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date a 13 Print Name "'Si =FF
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 RECEIVED
❑DCM MP-4 Structures Information DCM WILMINGTON, NC
Nov 21 2013
252 -808 -2808 :: 1- 888- 4RCOAST :: www.necoastaimanagement.net

Form DCM 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.
1. EXCAVATION 0This 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. Sand
1931 cy
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.
-0-
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
BHI - Disposal Basin 53 -91
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:
Approx. 900'x100'
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?
DCM WILMINGTON, RECEIVED
NOV 212013
252. 808 -2808 :: 1. 888- 4RCOAST :: www.nccoastaimanaaement.net revised: 12/26/06
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL )
stabilization
Length
525'
Width
35'
Avg. Existing
-1.3' MLW
NA
NA
Depth
-4.2' NAVD88
Final Project
-4.1' MLW
Depth
-7.0' NAVD88
NA
NA
1. EXCAVATION 0This 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. Sand
1931 cy
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.
-0-
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
BHI - Disposal Basin 53 -91
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:
Approx. 900'x100'
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?
DCM WILMINGTON, RECEIVED
NOV 212013
252. 808 -2808 :: 1. 888- 4RCOAST :: www.nccoastaimanaaement.net revised: 12/26/06

Form DCM MP -2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization:
[]Bulkhead ❑Riprap ❑Breakwater /Sill ❑Other:
c. Average distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater /Sill Other
L Source of fill material.
b. Length-
Width-
d. Maximum distance waterward of NHW or NWL:
f. (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.
h. Type of fill material.
4. OTHER FILL ACTIVITIES ®This 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
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
OWL ❑None
(ii) Describe the purpose of the fill in these areas:
15. 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)?
Containment Dikes Hydraulic Dredge
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No []NA
(ii) If yes, explain what type and how they will be implemented.
11/4/13
Date
Lighthouse Creek Dredging - Bald Head Island
Project Name
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(u) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Jeff Petroff
Applicant Name
plicant Signature RECEIVED
DCM WILMINGTON, NC
NOV 212013
252 - 808 -2808 :: 1- 888- 4RCOAST :: www.nccoastaimananement.net revised: 12/26106

GENERAL UTILITY NOTE:
BALI) HEAD rRF=F:K
-- — -- _" MAIN CHANNEL
ARE BASED ON RECORDS FROM THE UTILITY COMPANY AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS , - -� v
NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATION OF ALL
EXISTING UTILITIES. ANY CONFLICTS SHALL BE BROUGHT TO THE OWNERS AND ENGINEERS ATTENTION IMMEDIATELY. i' 49' _ _ _ _ _ _ _ 36'
CROSSS C IgV "D� -- - Q p
- -
i
° I
- -- -- - - - -- -- -
- -- ---- -- - -- -- - -- - --
-- _ - -__ -- - - - - - -_ __ --- - - - -_ -- APPROXIMATE MHW LINE ,/ e� s � `0 3
-- - - -- -- ---- - - - - -- --- - - - --- - ---- - - -- -- -- -- - -- -- - -- - -- -- - --- -- - - --- -- - - -- - oo -- --- -.p - _109 , -- - - - �s - -`Oy - - - -- - - - 8 - - -- - - - --
APPROXIMATE COASTAL 9 40 .p J `o
WETLAND LINE / --� - `,? .p4 _ - -6� - --
CROSS SECTION "C" , - � `; ` ,JS °9 cos o, DREDGE LIMITS >r v
s °
35.0' �� v s s `46 10
`l3
.3
`o� `�
`� �'s� .� os EXISTING SPOT
`p '8 ELEVATION (TYP) "
CROSS SECTIO "B"' a BALD HEAD CREEK
".o 1 1, 9 /'� MAIN CHANNEL
. Oit iii `14
i J p / _O
?> s G'- APPROXIMATE MHW LINE
110
?O
APPROXIMATE COASTAL
WETLAND LINE
CROSS SECTION"
40' 0 40' 80'
offs / o`er ' ' 1 INCH = 40'
/ T /'I'G' "�o '• ` WHEN PRINTED ON 11 "X17" SHEET
< f Creek Dredge Plan c )
1 / °s
/
06 04/1 FROM U.S. DEPT. OF COMMERCE, NATIONAL OCEAN SERVICE;
i °s SOUTHPORT, NC STATION 8659084 1978 -87
os o/ NOTES:
os 1 % 1) SURVEY INFORMATION PROVIDED BY ESP ASSOCIATES, DATUM ELEVATION
03 ° / WILMINGTON NC. FEET
2) PROPERTY LINE INFORMATION TAKEN FROM GIS DATA
`o, ' `be 3) ALL CONTOURS REFERENCED TO MLW. SURVEY DATA TAKEN IN MEAN HIGHER HIGH WATER (MHHW) +4.63
'4s NAVD88 AND CONVERTED TO MLW WITH A -2.91' CORRECTION MEAN HIGH WATER (MHW) +4.32
s % FROM U.S. DEPT OF COMMERCE, NATIONAL OCEAN SERVICE;
SOUTHPORT STATION 8659084. NAVD 1988 +2.91
4) MEAN HIGH WATER LINE = 4.32 MLW (1.41' NAVD88).
' I 5) MEAN LOW WATER LINE = 0.00 MLW ( -2.91' NAVD88). MEAN TIDE LEVEL (MTL) +2.16
6) PROPOSED DREDGING TO -4.1 MLW ( -7.0' NAVD88),
i APPROXIMATELY 35' WIDE TO ACCOMMODATE DREDGE BARGE. NGVD 29 +1,81
7) CUT MATERIAL TO BE HYDRAULICALLY DREDGED AND PUMPED
TO CAMA PERMITTED SPOIL BASIN 53-91. MEAN LOW WATER (MLW) 0.00
8) APPROXIMATELY 1931 CY OF MATERIAL TO BE REMOVED.
9) APPROXIMATELY 525 LF OF CREEK TO BE DREDGED. MEAN LOWER LOW WATER (MLLW) -0.17
' 10) NO COASTAL WETLANDS ARE TO BE DISTURBED.
{✓� - - - - - - - - - - -
-- -4— 011STIN_G MINOR CONTOUR
- - 5— EMSTING MAJOR CONTOUR - - - - -----
APPROX COASTAL WETLAND
- - - - - - DREDGE LIMITS
EIGSTING SPOT ELEVATION
?8 AT MLW (FEET)
APPROX MHW LINE
Site Location
POO= sso-"
wrnl �
33 "52'25.03° N (33.8736 N)
nowt
77 "59'54.63° W (77.9985 W)
I Ohms 0041713
USGS Quad: Cape Fear
RZV
twm caaw Weth"d Lm"
IMP
Im
CWVWDVN wmfie NLW
BP
1IJ
q
TIM
Rway
wATE
Fit—
Minn
RECEIVED
DCM WILMINGTON, N
DEC 0 4 2013
.OF.
� 6
� x
fstAN°
The Village of Bald Head Island
Bald Head Island, N.C.
Coastal Land Deslan,PU c
wmaw°,a..,�rmm
wwya�wsm wm.pm. va n"wuml
slaw arwr
o®Ia1 � � wree
POO= sso-"
wrnl �
a®IC 1 � hYaR
nowt
ANUM 1 J P~
I Ohms 0041713
wt lOw 1
9" MW ISL40
11.1101111howle 00*
NwAmbw =3
250 -10 of 3

10
A
0
-4.1—
-5
d
I
10
0
-4.1 -
-5
K
C
10 +00
10 +50
DREDGING CROSS - SECTION "C -C"
HORIZONTAL SCALE 1"= 10'
VERTICAL SCALE 1" = 10'
(ON 11 "x17" PLAN)
10
L�0
5 _-4— EXISTING MINOR CONTOUR - -
5— EXISTING MAJOR CONTOUR
UPLANDS
0 — — — — — — — EX. CHANNEL BOTTOM
- - -- MLW UNE
— ..— ..— MHW UNE
-5
11 +0011 +04.42
PAD/0.� 25"a
I,wa �
om11 , v.uOlr
smuli .10
Aa71@IO i J F~
DAR t to oCT Q
alt MAIL 3
(MH
MEAN HIGH WA
ER LINE
EXISTING
. _...
..._..._..._..
...�.. — — ..—.._
.. —...
.. _. _
BOTTOM
(MLW) MEAN
LOW WATER LINE
(MLW)
N LOW WATER
INE
---------------------------
-
---- - - - - --
-- - - - - --
Aye
PROP
ED
EXISTING
LIMITS
MATERIAL TO
DREDGING
I WITS
CHANNEL
BOTTOM
BE REMOVED
MATERI
TO
0
0
cV
+
p O
++
t0
I
C
o
FQ—
Q
to
ccn
MEAN LOW WATER DATAM
10 +00
10 +50
DREDGING CROSS - SECTION "C -C"
HORIZONTAL SCALE 1"= 10'
VERTICAL SCALE 1" = 10'
(ON 11 "x17" PLAN)
10
L�0
5 _-4— EXISTING MINOR CONTOUR - -
5— EXISTING MAJOR CONTOUR
UPLANDS
0 — — — — — — — EX. CHANNEL BOTTOM
- - -- MLW UNE
— ..— ..— MHW UNE
-5
11 +0011 +04.42
10 +00
GENERAL UTILITY NOTE:
10 +50
DREDGING CROSS - SECTION "D -D"
HORIZONTAL SCALE 1" = 10'
VERTICAL SCALE 1"= 10'
(ON 11 "x17" PLAN)
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON
RECORDS FROM THE UTILITY COMPANY AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING
EXACT OR COMPLETE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES. ANY CONFLICTS SHALL BE
BROUGHT TO THE OWNERS AND ENGINEERS ATTENTION IMMEDIATELY.
4011141
RECEIVED
DCM WILMINGTON, NC
NOV 2 12013
Site Location
33 °52'25 03" N (33.8736 N)
77 °59'54.63" W (77.9985 W)
USGS Quad: Cape Fear
c.. Daum m mre,em taw 11 13
DESCPoP REKBY
REV. 110N CAT[
Wvmma _-
10
5
N
-5
11+20
v ��.OF . 6
� �c
�sCANd
The Village of Bald Head Island
Bald Head Island, N.C.
Coastal Land Deslan.PLLC
aaea.+o,,.ss."a + ew
,.a+•ao, mnvma.as.as.w
rns.nu as.noauan
•a..�aaear" ....m.�a® rsnaa.mm
auw a J vaU,AH
omlw � , VA4a11
PAD/0.� 25"a
I,wa �
om11 , v.uOlr
smuli .10
Aa71@IO i J F~
DAR t to oCT Q
alt MAIL 3
(MHW) MEAN HIGF
I WATER LINE
(MLW)
N LOW WATER
INE
---------------------------
-
---- - - - - --
-- - - - - --
Aye
EXISTING
DREDGING
I WITS
CHANNEL
BOTTOM
MATERI
TO
BE REM
VED
rn rn
p p
N
N
O
O
0
H
Ia-
Cn (n
I
MEAN LOW WATER DATAM
10 +00
GENERAL UTILITY NOTE:
10 +50
DREDGING CROSS - SECTION "D -D"
HORIZONTAL SCALE 1" = 10'
VERTICAL SCALE 1"= 10'
(ON 11 "x17" PLAN)
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON
RECORDS FROM THE UTILITY COMPANY AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING
EXACT OR COMPLETE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES. ANY CONFLICTS SHALL BE
BROUGHT TO THE OWNERS AND ENGINEERS ATTENTION IMMEDIATELY.
4011141
RECEIVED
DCM WILMINGTON, NC
NOV 2 12013
Site Location
33 °52'25 03" N (33.8736 N)
77 °59'54.63" W (77.9985 W)
USGS Quad: Cape Fear
c.. Daum m mre,em taw 11 13
DESCPoP REKBY
REV. 110N CAT[
Wvmma _-
10
5
N
-5
11+20
v ��.OF . 6
� �c
�sCANd
The Village of Bald Head Island
Bald Head Island, N.C.
Coastal Land Deslan.PLLC
aaea.+o,,.ss."a + ew
,.a+•ao, mnvma.as.as.w
rns.nu as.noauan
•a..�aaear" ....m.�a® rsnaa.mm
auw a J vaU,AH
omlw � , VA4a11
PAD/0.� 25"a
I,wa �
om11 , v.uOlr
smuli .10
Aa71@IO i J F~
DAR t to oCT Q
alt MAIL 3
IM VILLOM OF
BALD FEAR MAW
Nov after 2M
i 3
2;10-10 1 3'a 7 3

r SILT FE111
YC.W161VIw
- - - -- - -- -�-R -
Y0"W- abq-W®
'�APQaRwM1M
'vr'O10epe� vsnw.°
wrw rr:o.e°s+°O
oe w.l used" storm
OT"OSa OaobOwele maouame me m
W 1oo:.ma wme�wo w mat. IO�NtM
am e.ab
uWUea sxmeod mm w Defend i ao o " Ifer
A
rn.M A 10CaaPO m be wmwd d QA of
nmd A.s.t bafwe ae®snesonle le
e.adoms
OsedOe Oortestater m -Otsw t.arWa1 m
eoleleenea drodOmo s d ebaae ear stn
wa"r1r arrleer&am beater. raseb 1 "btl
8-20.
TOO onew ous and of nn anew/ .me m be
Dome —" as or *re.mr tbm Bo• stun
.W tnxt.1 toe don and ■ a.=—
dl.tansn bole a.m. "m m .one
"wtl"msst le eaapaapad eainda.
C7
� M
/ 1
non
wsfm
mr..tm
FP ?� n
� 9
M
e-
N ! Maw C
0
m ( Tnbutories
noTos. orense mates Ode to no sot a
ndotmum or ow f► oausfl "oTm01
Str.etnea to promote swans of
sedlmaet
tow�.rw�rti
•ex�- 4oun
of Eva-cm aT• u'e
s MnssVO 1iWK Ilrri N• W'1
bl / w ,•.w
4�a .rwow• p
s..aw Ia► wo 3LS �_
[:ontalnm a nt Dille 6° 4
calculated as a Trapezoid - --�•
91I32.5'- 2_5•t 121 It 10' Nelght
=178 si /lf/27 an Won an Will SPta.LS $RSt►t 59%,T•0
= 6.5 an Wds/N B.- qw^a r
I
naOfnO Ware nOeOWnaad nn Otto m. malesaOt Rrnn.nr an-1
Tens. Ox1e an Gds - vz tome of unsm exeswanon fsetow oefotno Grads
Pa.enamels an Cenleslm0 as a" of MRe-
None DOafn 785 n POWIMO A &.e - 47M an van
BOOM Masan 1155 If gmnmeter A se - 7505 011 arils
SoMmas" 717 n x VA ffrom South DoebO - 210 on van
APPA TOMM $Gam easfn exoararan wotsmm - 77115 all ludo
ae•
x
CROSTOUN M LI sw18LS 120021 "POLL OOTO IafnmOa ALT&
Ai,
mr �M
rwmL* TO.sObow04.1rnntep.
32A•
oaITOAY237/21. 0712711 ■ a - ie CO MIUM
74
M seam. M [m -4 w tNaM
ON
r
LZ wdle1/ae
•16rrs&* ae.me.mas•avm Boston men - TS.ase -fps
-12 Sue tldet..tea. m.lem.- 1sa•4A-mo W/n
/ / ,/ // / ex
/ /// /`/
At *aoaaa T.
DO
I
I
Od aroemBdeems ma -Tta -=06 s
aOa• i 2oa• I
fat8� 1.0. temp mewed -702. 2A -em
Oa
M sewn" at 11@0 1/08 - a ea wsw,
sa. :•as - --� mwow
80•
Z {a. e•
aampmd 4•ttale llewon tau- liY4.s -�a0.7
•78 rM81= LLsea suns*a" I.="- 10.2 - eta - /"Dorm
;/ j
.n rNMX* "a aas.n2.vsln -7A2 So maw
aTrr -1 40onvan
ZO
6-
Man na.7�67N0.7x/8 -20.700 Seem
a1Tr•- 12" SO wW 97faeaetOd Ar dawr.l
Sao aso.o«n s«1a ns-16.E Oa Sas/R
82.0 82.0• I
8 /TT- 2200 en wd" oMan mee n Beeswax TO.
SIT
af
- De User Seckoe Aoe—W teal Or1lele *Mn mwA
. .rodlma taoa.tmc
VOLUME Gages ran woaKmna or zoos *POLL swan
BOTTOM as noDTD 8 /Am Of sevols BASIN ONTO
•70Gn& SsABT2A Or sOGTn MMUN"t ALT 2
pea. IF .bow m `der. awn 080 of dMw
12820 aa. mo an/a . 10• / 21-"as ON wa.
peen4•d.roms•oo nomtopwanw
SOOTS" END Of Sows *ASna
m2m sd.7B80.0/2 . T / 87- 2&8 to v a
PO POSMF"0no- OPronwOwama OALOS
Esau W -2*s Ow -"saeW
To ae m0asn youm TOP Of aAaTTpO swam
tbdtb Dews a tb o or 7106 W leCladee tlae Bas W
. TOP O MOaa -2020 and "•M— m a OONO"A"mp Oa wDa1
.2L6 s1"at8 PLsw Or ams7tNa 2002 SPOIL
BY 214101
AT SO*TO wen Or*OaTU BAUM
.TOLD els*ls
_a�wa= //�%1.
.111.6 also"
ar.x�.
+2ne rM6ax ounuw=AMwmax
1
�al
0
A. North Basin outside \ s,
Dike Side Slope [1bp1 -21h11
Appx'I 4N.1V to 7.SN:1V 1V
1.511. -111 used consoma1 hro1n
far Inside of basin cafes 1.511
Basin Inside C. Nosh Basin Inside 5-25-11
11 -21 -11 Berm top at -16t FMSL
®round Water m +•1s FMSL
"5'tBelow top of berm
= silgllnly less then 3 MareltsD
D. 11 -26-11
South Basin Looking toward
South End tnstdo, Showing
dry epeat apex S' below tot.
From (Dark BRUNSWICK SURVEYING/THOMAS WE1LM10 (Blown), MOR AN L -CTS 1 -3 (Bieck)
From BRUNSWICK SURVEYINC/iHOMAS W MORGAN L -2618, 8 -8 -01
Top of Berm DIPS Measurements ( Red) VOLUME OwtOS Me IIODnI twm SPOIL map
by Bruce Marek. P1- 17 -21 -11 Ono svoa 008 T2r am PLACED In 1e
4' now" swam TOP -.12 Mama&- 22820 a•
TO OsABa ELEVATION -.0 FINSL- 76720 UP
etmao .9 -calm "012 . C / So 4812 m was
xp NORTH BASIN (WET) DM atm.wAT1oN 728• A m AT~ - 4711 On vde
\ � 71� T TOP ELEVATION +16.0 FMSL tua wsaaod O.&e..a Pray m n fSL 0108 �'�
EL
EL18TM U011) VOLUME - 9128= CY -X080 "a.e1/o.O/2 x la / 27 - 0108 ON was
TO 4 BLOW TOP - +120 FMSL Lava• 01om/a - alas w, was
Contour Areas (01) for North Basin Volum CW09
Approx Onginal Grade Ouside - +6 0 FMSL (Cyan) 40,620 of
Top of Dike (Outside) - +16 0 FMSL (Green) 28,710 of -- -
Top of Dike Centerline - +16 0 FMSL (Red) 27,780 of
(735 If Perimeter)
Top of Dike (Inside) - +158 FMSL (Green) 26,870 of
CAMA Allowable Spoil Height - 4' down from top - +120 FMSL -
(Mogento) 2$630 of
Approx Original Grade Inside - +6 O FMSL (Cyon) 16,720 of
Appx Top of Groundwater - +10 FMSL (Blue) 12,220 of
Appx Bottom of Basin Excavation - -40 FMSL (Gray) 8,110 of
Inside of Basin Contours of 1.5H 1V
Par Design Detail & Field Measurements
ALT 2-
t BUILD UP OF ISTT Oe W WITH DRY
a SPOL TAKEN FROM SOUTH BASH
b\ APPX MAX SOUTH BASIN CAPACITY
ISTHMUS! \ GAIN - 22ODk CY
O \ Contour Areas (60 for South Buh Vokirr a Calce
SEiW ®� BASPiB\� 't - Approx Original Grade Ousida - +58 FMSL (Cyvn) 62.670 of
To of Dike (Outside) - +15.8 FMSL (Gram) 44,330 of -
Top of Dike Centerline - +15 8 FMSL (Red) 4ZB80 of
(1155' Perimeter)
N Top of Dike (Inside) - +15 8 FMSL (Gram) 41.440 of
CAMA Allowoble Spoil Height - 4' down from top - +11 8 FMSL-
,\ \ (Magenta) 34.660 of (8.210 at south quarter. 26,450 north 3/4)
5' down from top - +108 FMSL (Gold) 33,010 of - --
+ + \ (7,930 of south quarter• top of 2002 spoil, 25,080 north 3/4)
i - Appx Original Grade Inside - +58 FMSL (Cyan) 25,040 of
I
-�• Appx Top of 2002 Spoil in Bottom - +3 5 FMSL (Brown)
% a•1 21,630 at (5,660 of south quarter, 15,970 of north 314'e)
Appx Bottom of Basin Excavation - -42 FMSL (Gray) 11,210 of
TTi BASIN (DRY) (2.960 of south quarter, 8,250 of north 3/4's)
TOP ELEVATION +159 FWL
NORTH 3/4 BOTTOM E EV - +3b w11a11eu oaLea MB Soartn ACA» SPOIL mats
SOUTH 1/4 MOLD EFT/ - +102 vwwnaur nuts Poor 2082 onmame or sus r z1
SUSTING(2M VOLUME - 71081CY aDAVIS Man TOP - .1o.sr L- asoa0arCKOBTn0 /41
TOW BELOW TOP - +t18FMSL. / ToPOrSPOIL MBOTTOM- .asMML- 10070 srGt00TB2141
T FFAUM BD -.ILA PM 408
BL -a* 8•
{ 0' POM/A ROM
or Troy4U - 88010 81
126O6OSF- 16O701/2A72•/2f - 6068OO7M"
124660 "a•88010 sa/2 . T / S7 - - 12880. d"
1108 <M 242
ALT 1:
AFTER
SAND PILE -UP SIMILAR TO DEEP
POWT, AT SOUTH Em, INSM OF i r
BASIN TO 6' ABOVE INNER fMt J � !"
CAPACITY GAIN 19M CY Appx Top of Proposed spoil 'Mounding'
6't "bow top of South Spoil Basin - + 21.8 FMSL
of Assumes 2H IV slope up from 4'
Below Top of
South Basin Spoil Height Measurement by
Bruce Marek, P E 5 -25 -11
Rod Reading -
0' 50' 10V 150' 200' 250' 300' CiJIQ
0' 80' 1610' 240' 320' \\\\���\ RECEIVED
ALWAYS VERIFY WITH GRAPHIC SCALE �q w(�1 DCM WILMINGTON,
SCALE - 1' -60' WHEN PROPERLY PLOTTED
ON 24 -X36' PAPER
ISLAND
FDIC
BALD PLANNING DEPT. i
BRUCE MAREK P.E.
P.O. BOX 3069
BALD HEAD ISLAND•
NORTH CAROLINA
25461
[phone]
2
3
4
Win v
4 to la Z
G
1% U
Q-1
13 1
(' U)
v Q
Zo=
=Z6
Z
NOV a t ,) CIA X91
BALD HEAD ISLAND MARINA MAINTENANCE DREDGING: SPOIL BASIN AVAILABLE VOLUMES, DEC 2011
AVAILABLE VOLUME - 0728 'F7108 =10,238 CU YDS WITH BUSHOGGING ONLY
ALT 1: [PILING UP OF 1988 CY OF 2002 SPOIL ON SOUTH END OF SOUTH BASINIAVAILABLE VOLUME =10.250 +1.988- 18,224 CU YDS
ALT 1 + ALT 2: ALT 1 -USING 2.200 CY OF 2002 SPOIL TOBUILD UP 'ISTHMUS- BETWEEN BASINS =18.224•+2,200 =20,424 CU YDS