20141241 Ver 1_CAMA Application_20141203

December 2, 2014 12 @ [, 0 yr 9! 0�
Division of Coastal Management
MEMORANDUM DEC 0 2014 tl
�J
DENR - WATER RESOURCES
TO Karen Higgins 401 & BUFFER PERMITTING
401 Oversight
DEMLR - Surface Water Protection
FROM Jonathan Howell, NC DENR -DCM Assistant Mayor Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11- 12 -09)
SUBJECT CAMA / Dredge & Fill Application Review
Applicant: Town of Holden Beach for Tower Park
Project Location: 110 Rothschild St, adjacent to the A/WW, in Holden Beach
Proposed Project: construction of a public park and transient docking facility including
boat basin excavation
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by December 26, 2014.
If you have any questions regarding the proposed project, contact Holley Snider at (910)796 -7270
when appropriate, in depth comments with supporting data is requested
REPLY:
SIGNED
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
DATE
N C Division of Coastal Management
127 Cardinal Drive Ext , Wilmington, NC 28405
Phone 910 - 796 -7215 \ FAX 910 - 395.3964 Internet www nccoastalmanagement net
An Equal Opportunity \ Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: Holden Beach Tower Park
2. LOCATION OF PROJECT SITE: 110 Rothschild Street adjacent to the Atlantic Intracoastal Waterway, in
Holden Beach, Brunswick Co
Photo Index — 2006 4 -6218 R -1, 12 2000 4 -40 R -12,13 1998 4 -39 R -7,8
State Plane Coordinates - X: 2221499 Y: 61083 Rover File: n/a
Lat: 33 °5456 11" N Long: 78 °16'12 14" W
3. INVESTIGATION TYPE: CAMA/ D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 06/02/13, 05/01/14
Was Applicant Present — No, No
S. PROCESSING PROCEDURE: Application Received — 04/22/14, Completed 11/07/14
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Holden Beach
Land Classification From LUP - Developed /Vacant
(B) AEC(s) Involved: ES, EW, PTA, CW
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing —Municipal Sewer
Planned - N/A
(F) Type of Structures: Existing — Public park and bulkhead
Planned - 3 -slip transient docking facility with boat basin
(G) Estimated Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
12 sq ft
330 sq ft
Coastal
Shaded
(B) Non - Vegetated Wetlands
6,132 sq ft
720 sq ft
Open Water
Incorporated
(C) Other
10,000 sq ft
High ground
(D) Total Area Disturbed: 65,340 sq ft (1 5 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open Yes
8. PROJECT SUMMARY: The applicant is proposing to construct a public park and transient docking facility
with boat basin excavation

Holden Beach Tower Park
Page Two
9. PROJECT DESCRIPTION
The applicant's property is located at 110 Rothschild Street adjacent to the Atlantic Intracoastal Waterway
(AIWW) in the Town of Holden Beach, Brunswick County Directions from the Holden Beach Bridge areas follows
turn right at the stop sign after crossing the bridge, make the first right turn onto Rothschild Street, travel
approximately 0 10 miles past the water tower The project site will be located on the right side of the road The
project site is bordered by the waters of the AIWW to the north, residential properties to the east and west and
Brunswick Avenue property to the south
The project site is comprised of three parcels totaling approximately 15 acres in size The site is vegetated
primarily with lawn grasses and landscaped vegetation The elevation of the tract ranges from 4 -10 feet above
mean sea level The shoreline of the site has been stabilized with a bulkhead and coastal wetland vegetation is
present water ward of the existing bulkhead The coastal wetland vegetation consists primarily of Smooth Cord
Grass (Spartina alternifloro) and Salt Meadow Hay (Spartina patens) The coastal wetland vegetation ranges from
approximately 50 -90 feet in width The site is a partially developed Town park with a playground, bocce ball courts
and unimproved parking areas (see Sheet Cl)
The Tower Park project received a Sedimentation and Erosion Control permit (BRUNS 2014 -023) from the Division
of Energy, Mineral and Land Resources A State storm water permit (SW8131216) was obtained from the Division
of Water Resources CAMA General Permit #63252D authorized the existing bulkhead
The waters of the AIWW are classified as SA by the North Carolina Division of Water Resources and are open to
the harvest of shellfish and the waters of the AIWW are classified as SB This area of AIWW is NOT designated as
Primary Nursery Area The entire property lies within the jurisdictional limits of the Town of Holden Beach
10. PROPOSED PROJECT
The applicant is proposing to construct a public park and transient docking facility with boat basin excavation
The proposed public park component would consist of two parking areas, a multi- purpose court and two
bocce ball courts on the high ground of the project site A playground, picnic shelter, restrooms, access
walkway and portion of the parking area are proposed within the Estuarine Shoreline Area of Environmental
Concern (AEC) The proposed transient docking facility would originate from the north east corner of the
project site The proposed docking facility would have a 6 feet wide access pier extending water ward from
the bulkhead over the marsh for a distance of approximately 55 feet The access pier would continue over
open water for an additional 20 feet where it would terminate at an access ramp extending to the east The
proposed access ramp would extend to a floating dock measuring approximately 6 feet in width by 10 feet in
length This floating dock would be oriented parallel to the shoreline and would be connected to a floating
dock measuring approximately 6 feet in width by 90 feet in length which would also be oriented parallel to
the shoreline The proposed transient floating dock system has been designed to be located within the
federal channel with the associated anchor pilings to be located outside of the federal channel setback The
proposed transient floating dock system would provide dockage for three (3) vessels (see Sheet C4) The
applicant is also proposing to excavate a boat basin in the location of the proposed floating docks As
proposed the boat basin would be slightly irregular in shape and would have an average width of 50 feet and
an average length of 150 feet (see Sheet C4) The proposed boat basin would include the excavation of
approximately 12 square feet of coastal wetlands As proposed, the boat basin would be excavated to a final
depth of -6 feet at Mean Low Water The applicant is proposing to place spoil material on the Town owned

Hoiden Beach Tower Park
Page Three
disposal area located at the end of Scotch Bonnet Street, also known as DA290 The proposed spoil disposal
area would measure approximately 100 feet in width by 100 feet in length
11. ANTICIPATED IMPACTS:
As proposed, the public park would result in approximately 2,070 square feet of impervious surfaces within the
Estuarine Shoreline AEC With the exception of the proposed 4 feet wide walkway to the access pier, no portion
of the proposed development would be located within the 30 foot Coastal Shoreline Buffer AEC (see Sheet Cl) As
proposed, the docking facility would extend approximately 30 feet into a water body that measures approximately
300 feet in width The proposed docking facility would not extend into the channel portion of the water body and
would be located within the federal channel setback with the proposed anchor pilings for the floating dock
outside of the setback The proposed docking facility would incorporate approximately 720 square feet of Public
Trust Area and Estuarine Waters AECs The proposed docking facility would result in the shading of approximately
330 square feet of Coastal Wetlands Areas of Environmental Concern As proposed, the docking facility would not
exceed the % of the width of the water body, not exceed the established pier head line, nor encroach into the
channel portion of the water body The proposed docking facility would not encroach into either 15 foot adjacent
riparian property owner setback As proposed, the docking facility would provide mooring for three (3) vessels
The proposed docking facility would be located approximately 89 feet from the adjacent docking facility to the
east As proposed, the boat basin excavation would result in the disturbance of approximately 6,132 square feet
of shallow bottom habitat The applicant is proposing to excavate approximately 12 square feet of coastal
wetlands associated with the boat basin, however additional impacts can be expected due to sloughing during and
after dredging As proposed, approximately 1,000 cubic yards of material would be excavated to a final depth of-
6 feet at MLW The applicant is proposing to disturb approximately 10,000 square feet of high ground disposal
area (DA290) Minor increases in turbidity can be expected during construction
Submitted by Holley A Snider Date- November 26, 2014 Office Wilmington

DESIGN NARRATIVE FOR TOWER PARK
FOR THE TOWN OF HOLDEN BEACH
110 ROTHSCHILD STREET
HOLDEN BEACH, BRUNSWICK CO., N.C.
August 2014
TABLE OF CONTENTS
10 General Information
20 Stormwater Information
30 Site Description
40 Project Need
50 Objectives
60 Expected Results and Benefits
70 Environmental Impacts
80 Adjacent Properties
90 Erosion Control Considerations
100 Construction Schedule
11 0 Vegetation Plan
120 Maintenance Plan
RECEIVED
DCM WILMINGTON, NC
Tower Park
August 2014 ��''3 i�

1. General Information
a Tower Park
b 119 Davis Street, Holden Beach, NC
c 1 82 Acres on Project Site
d 1 4 Acres to be Disturbed for this project
e Wetlands
1 Coastal Wetlands do exist on the site and shown on plans
2 No wetlands will be impacted by this project
f Ownership — Town of Holden Beach
110 Rothschild Street
Holden Beach, NC 28462
g Description of Development
The project is construction of a new recreational park facility There will
be a picnic shelter, restroom building, bocce court, multi- purpose court,
playground, docking facilities, and two parking areas The total
impervious amount includes all of the proposed development on the site
To treat all of the proposed impervious areas, infiltration devices will be
constructed to prevent runoff to the adjacent SA waters of the ICWW
The docking facility is for 3 transient boat slips 30' in length A six foot
wide wooden pier will be constructed from the land side out to an
aluminum ramp The ramp will go down parallel to the floating dock to a
6' x 10' landing Wood pilings will anchor the floating docks Dredging of
existing material will be required to achieve -6' of depth at mean low
water A vinyl sheetpile bulkhead will be installed 1' inside the mean high
water line along the full ICWW frontage of the property
1 Previous or Existing Permits — none
2 Tax parcel ID Number— 232NB009, 232NB011, and 232NB005
Pre -1988 Built Upon Area, If Applicable — None in this project
This project will be phased
Sewer for the site is existing municipal Water supply is existing
municipal system
No historic sites exist within the project
There are no non - compliance issues known
2. Stormwater Information
a This project drains to the ICWW, SA waters Classification #15 -25
b The project will be designed to NCDENR high density standards The
overall BUA percentage will be 34 3%
c Total proposed impervious for the project to be 26,916 square feet
d Treatment will be by infiltration basin and infiltration trenches
e All of the impervious runoff will be treated by infiltration
f A 50' buffer from the Mean High Water line of the SA waters is provided
g CAMA permits will be required
h No off site runoff will be coming into this project RECEIVED
DCM WILMINGTON, NC
Tower Park A 9 ? ;14
August 2014

The driveways will be connected to Davis Drive, Rothschild Street, and
Brunswick Street
Seasonal High Water Table investigation was conducted by ECS and the
soil report is included with this narrative
3. Site Description: The project site is in Brunswick County, NC
New construction onsite will consist of a cul -de -sac road, two parking areas, multi-
purpose court, bocce court, picnic shelter, restroom building, pier, transient dock, and
sand playground
The infiltration basin is located around the cul -de -sac area while all of the other
impervious areas will have infiltration trenches The proposed restroom building site and
picnic shelter will receive structural backfill to raise the finish floor level accordingly to
accommodate for necessary slope within the collection system
Land use in the vicinity is primarily residential with some commercial
4. Proiect Need:
The Town of Holden Beach is a great family beach that promotes tourism as its biggest
benefit Providing a park with a transient docking facility would continue to promote
tourism and provide a boost to economic development The transient boat docking
facility would also provide a harbor of safe refuge for these transient non- trailerable
vessels from the ocean seas Its location along the ICWW and being approximately 1 5
miles from Lockwood Folly Inlet is beneficial to these transient vessels
There are transient docking facilities along the ICWW, but most are clustered around
Southport which is 16 nautical miles away There is only one between Holden Beach
and the South Carolina State line So there is need to provide more along the 15 miles
between Holden Beach and South Carolina Plus the nearest sewer pump out
availability is approximately 9 miles away at St James Marina Providing a sewer pump
out at this proposed facility would fill a great need
The proposed design will provide for 3 slips of 30' in length that will be parallel to the
Intracoastal Waterway Since the dock will be parallel to the waterway, multiple slips
could be used by one vessel essentially making a 90' slip available making it the second
longest docking possibility within 60 nautical miles The docking facility will be on Holden
Beach property that also has on it a water tower and Town Hall building (housing the
Police force) and is served by four security cameras contributing to boater safety and
security
At this Tower Park site the Town of Holden Beach is planning the construction of a
restroom facility which will also provide a boater bath house that will have two restrooms
with showers The shower portion will be locked and boaters can gain key code access
by registering at the Town Municipal Building The locked area will also provide a
washer and dryer for laundry of the boaters
RECEIVED
DCM WILMINGTON, N(
Tower Park
August 2014 IA U C, 0, 8 2 0 i4

There are great amenities that Holden Beach has to offer The natural beach has been
its drawing power for decades With healthy turtle habitat and a thriving association that
helps to protect them, the turtle sanctuary has been a big hit with tourists for years
There are restaurants, shops, municipal parks, beach accesses, and a post office all
within walking distance of the proposed facility Within a short driving distance of using
the "Rent -a- wreck" program, there are marine supply stores, hardware stores, grocery,
and pharmacies available A "Shore to shopping" program will also be available to
boaters that need supplies delivered directly to their vessel at the dock
Transient boaters bring with them specific needs as they are traveling Pedestals are
needed to provide electrical and water connections to the boaters These essential
amenities are considered a basic attraction for boaters and have been mentioned on
numerous occasions as needed at the Town of Holden Beach docks Boaters will also
need information about the Town of Holden Beach, such as information on local retail
and eateries, medical services, and boater amenities (where to fuel up or have boats
serviced)
Many of the transient boaters depend on computer access for weather updates,
communication with other boaters and the Town of Holden Beach, news, emergency
notifications, etc Therefore, the Town of Holden Beach would like to provide a wireless
modem connection for their use when in dock Along with electricity, this is the one
amenity most boaters request Many boaters are traveling for weeks at a time and need
contact for various reasons This would also be an additional means to promote the
Town and support the economy The boaters can get useful information from the Town
of Holden Beach and the Brunswick County Chamber of Commerce websites
5. Objectives
The Town of Holden Beach project seeks to accomplish the following objectives
➢ Provide dock capacity at the Town of Holden Beach waterfront along the ICWW
with the construction of nine transient slips
➢ Provide dock amenities at the Town of Holden Beach waterfront to include
Electricity
Water
® Wireless Computer Connection
o Sewer Pump -out
Restroom /Shower Availability
➢ Increase transient boater visits to the Town of Holden Beach and area marinas
to promote economic development
6. Expected Results and Benefits
The expected result of this project is an increase in transient boater traffic that will
translate into a boost in the local economy With the increase in boaters, the shops in
Town will realize an increase in business Employment opportunities would increase
which would have a mayor impact on the economy of the area Area marinas and boat
businesses would also benefit from the additional boating traffic A close relationship
between the Town and these businesses provide partnerships that benefit the transient
boaters, as well as, the Town and local businesses A "Shore to Shopping" program RECEIVED
DCM WILMINGTON, NC
Tower Park 4, - i �' e; i 2014
August 2014

would provide opportunities for additional sales at the local Food Lion which equates to
additional employees, most who come from the local area Boaters will, many times,
return by car to stop and spend time and money The construction of the docks will help
develop the Town of Holden Beach as a destination point for both boaters and vehicular
traffic
The Town will also develop a "Rent -a- wreck" program that will purchase a government
surplus vehicle to be available for rent by transient boaters This vehicle will allow the
boater-to drive ashore to get supplies, eat at restaurants, get needed prescriptions at
the nearby Walgreen pharmacy, or even venture over to the golf course of choice The
vehicle will be kept at the Town Hall which is only steps from the dock
There are numerous amenities and links to local, regional and national points of interest
from this proposed dock location Below are some benefits that the Town and guests
could experience as a result of this project being constructed
1) Link to Destinations
• The proposed project will provide significant Inks to the beautiful beaches
as close as 500 feet of the docking facility
• Harbor of safe refuge will be provided being so close to the Lockwood
Folly Inlet and Shallotte Inlet
• Post Office within walking distance of the dock to purchase stamps, send
mail, and even receive general delivery
• Close proximity to other recreational areas, restaurants, and National
Historical Landmarks
• Significant location to provide services approximately at a mid -point
between Historic Southport and the South Carolina State line
2) Access to Opportunities
• Local opportunities to experience are the Olden Holden Bike Tour, Turtle
Talk, natural beachfronts, parks, postal services, and numerous golf
courses
• Regional opportunities available are the Ingram Planetarium, Museum of
Coastal Carolina, Green Swamp Preserve, extensive golf course
offerings, and several vineyards /wineries
• National opportunities of significance in the area are the LISS Battleship
NC, Oak Island Lighthouse /Lifesaving Station, Fort Fisher Civil War Site,
Brunswick Town, and Historic Southport
3) Economic Impact
• Transient boaters docking in Holden Beach will help the local tourism
industry Docking fees will be approximately at a rate of $2 60 per linear
foot per night for a total for a 30' slip to be $78 per night, dinner for two
costs roughly $50, car rental $30, a grocery stock up could be $200, and
marine supplies /services could be another $200 Each boater stop alone
could contribute $540 per day of stay
• At 10% capacity an economic benefit of $177,390 per year could be
realized
RECEIVED
DCM WILMINGTON, NC
Tower Park A h b, fy 8 2014
August 2014

7. Environmental Impacts
The project will disturb approximately 1 4 acres of land along the ICWW which will
comply with the NCDENR requirements of the Sediment Erosion Control rules
Approximately 25,796 square feet of impervious surface is proposed on this site of
which all will be controlled with applicable infiltration BMP's as required by the issued
NCDENR permit There will be no impervious areas constructed within 50' of the mean
high water line
Approximately 12 square feet of coastal marsh will be impacted by the dredging for the
dock facility The location of the docks and dredging have been designed to minimize
that impact, but could not be fully avoided
8. Adiacent Property: The properties adjacent to the site are residential multi - family
and the town hall administration building
9. Erosion Control Considerations: The following erosion control measures are
used on this project
Temporary Gravel Construction Entrance /Exit
To prevent sediment from leaving the site, temporary gravel construction entrance
should be installed where Road enters the site For dimensions and specifications,
see construction details
2 Land Grading
The existing slope of the site is from south to north toward Sturgeon and
Brunswick River Roadways to be sloped to follow with natural grades
3 Silt Fence
Silt fence should be installed prior to clearing and grading activities Silt fence
should be checked routinely If needed, silt fence should be cleaned and replaced
if damaged See Construction Detail for dimensions and specifications
4 Sediment Basins
During construction, the infiltration basin will be used as a sediment basin to
prevent disturbed areas from exiting the site Also, a temporary sediment basin
will be constructed at the low point of the site adjacent to the picnic shelter to
prevent sedimentation leaving the site at the road /waterway
10. Construction Schedule:
1 Obtain plan approval and other applicable permits
2 Hold pre - construction meeting at least one week prior to beginning construction
3 Install temporary construction entrance /exits
WM WILMINGTON, NC
Tower Park
August 2014 4i�

4 Before clearing and grading of the site, install silt fencing and clean and replace as
necessary
5 Begin clearing and grading of the site
6 Construct sediment basin /wet detention pond for construction phase activities
7 Fill site as needed to accomplish finish grades
8 Install storm infiltration trench piping and catch basins
9 Install new roadway
10 All erosion and sediment control practices will be inspected bi- weekly and after each
rainfall event Needed repairs will be made immediately
11 After the entire covered area is stabilized, install level spreaders outlets into virgin
material keeping check dams upstream After completed, all temporary measures
will be removed and permanent vegetative repairs to be completed
11. Vegetation Plan:
1 After complete stabilization of the entire covered area, top cover soils will be
roughened by making 1 " -2" deep grooves perpendicular to the slope
2 Spread lime (agricultural limestone) evenly over the area at a rate of 1 5 tons /acre,
spread 10 -10 -10 fertilizer at a rate of 1000 lb/acre and incorporate into the top 6" of
soil
3 Loosen surface prior to applying seed
4 Broadcast seed at recommended rates
5 Rake seed into the soil and lightly pack to establish good contact
6 Mulch with 4000 lb/acre grain straw or equivalent and anchor by weighted farm disc
set nearly straight or other mulch anchoring tool
7 Mow as needed and refertilize in late winter or early spring by topdressing with 10-
10-10 fertilizer
8 Graded surfaces shall not be exposed without grass coverage for more than 15
days If grades are not complete and exposure is more than 15 days, temporary
seed with rye grain at 50 lb/acre
12. Maintenance Plan:
1 Contractor shall maintain all sedimentation and erosion control devices during
construction
RECEIVED
DCM WILMINGTON, NC
Tower Park A t i G 0 8 2014
August 2014

2 All devices shall be checked after each rain event and weekly Repairs shall be
made immediately when detected
3 Contractor shall complete the inspection reports required by the approved Storm
Water Permit and have logs available on site
4 Any deficiencies shall be brought to the immediate attention of the Engineer and
Owner
Seed Types and Application Rate / Schedule
Temporary Seeding
Grass Type
Amount / 1000 SF
Time of Seeding
Initial
Rye Grain
1 -2 Ibs
Nov —Jan
25 Ibs 10 -10 -10
Brown Top Mullet
1 -2 Ibs
June — Aug
25 Ibs 10 -10 -10
Permanent Seedinq
Grass Type
Amount
Time of
Initial
Fertilization /
Fertilization /
Fertilization /
11000
Seeding
1000 sf
1000 sf
1000 sf
sf
Maintenance
maintenance
maintenance
Burmuda,
1 -2 Ibs
Apr —
25 Ibs
March -April
Each 4 -8
Aug -Sept
Common
June
10 -10 -10
12lbs
Weeks
12lbs
10 -10 -10
1 -2 Ibs N
10 -10 -10
Fescue, Tall
5 -7 Ibs
Sept —
25 Ibs
Feb -March
May & Dec
Sept -Oct
(Kentucky
Oct
10 -10 -10
12 Ibs
'/2 to 1 lb n
12 Ibs
31)
Feb —
10 -10 -10
10 -10 -10
Oct
Bermuda
March —
25 Ibs
March -April
Each 4 -8
Aug -Sept
Sod
Apr
10 -10 -10
12lbs
Weeks
12lbs
10 -10 -10
1 -2 Ibs N
10 -10 -10
END OF PLAN
RECEIVED
DCM WILMINGTON NC
Tower Park
August 2014 " I�

llrailszom-
4.s d., co S,a SUtU:a
r -- -�yy ��r i �� emu- _.��•,
;'ter, N, ; � _� _ '' -;if �► � , �
Q{�%, y;, err �` tai - •r'+`�Rv
�� f'L� 'Rfl�: job U �'t� `
a •~rw_ #��.
® t� _
TU
�,_ Nestle is 6
r &Igoe 13 0 ®13 ea
e8 ® ®fig � $q�pA■ _�.--� • <�-, ~�A- f�''^�
on
anter 33 9144 °N 78 2701 °W
evation at center 0 feet (0 meters)
uad USGS Holden Beach
g Name o33078h3
g Source Scale 1 24,000
RECEIVED
DCM WILMINGTON, NC
ADIR 22 2014

To
Le _ - -eae v Ma Mu - To
Ra
To Mu To Ma Mk- Bn6 ,
Fo BaB �o
o
KrB
KrB 8a6 B Lo
Nu Lo ut9 {
Lo KrB Ma Fl-DI anbury
Bab Fo Lo - ,... t 22
Kr6 -Mu ^ Ba6_r ^'
M1
BaB
Ma
KrB -
Mu Lo v
Lo Pa8 �, c
° Fo n KrB o
o
To f s } ; «�^, _ _ •s.,, fyr * 1120
a'>, �,tY =- r'• WaB
=W
-- �-- i'`�,: =3 rn'�'; '_v- -'
Fo .,M.
'ce5 16n
Lo
WaB
~a k rv3 ,�M1"
KrB ~ Kr61,,
r'
M( r``� ..sU'..- 1tt2 Ma
39
Lo fv
lad .� -z y'9B,
"
WaB la ' °t% � s� wa r o
=f W a "
�"'h� -; 'it ,,,,rr�� cs �`
u ��-�ti '_ �F `'. .� "-r ,�i '>•; �� ' - 2 i °�': 2 . = " O v ���" -=.E s k� � ,�� . - � x<'3ti� T ,Y j.. "s ".
�FVh:, t '3r^�:"rs
lV^
NhEPC) } NhE NhE `n - p�; s =,_-4� - >" tt�o NeE
NeE r r
!I' Co
�5 _'CA w, I �5— 1TC�
NhE ,� CO> Holden Beach
NeE
x�f3'{5YV
.a >a.efi f,.iLHT��i.'°"'„a }r = ' -� �'ts "' � °•`` �'Y'�.. .
'r..•::n'sf. Fi matte..'__..
NeE _ _ Y -- - , - -,`: �� = '�''x`�'' -r,�! ` �A y
N.
' ' _ - '"' � > i an s `'�'•'= �'`�.{�,' �l F,}.�i _ T�._� "'. r 4`_s�1,`1'Sj.«�,�?��^`r
- - � t} � ` _ ,z - '_ _ ``. . 3 ^,_ r. 4 L=�'� ! -} 3 6^54�.Aa YE• f '''+,�' sue} wL �_.s- ��'24A`,= -2
`R-+may. " _ t * _ ,`• g- F i���^^Y4' « -_ _ "� -.,�^ , ^' x'� �:��a4s _^_T -r , �.. ;+t+5'..fy4�:
���a r' -, "a,'j_ � } - x�,r£�e.«r"zi �j�✓�.peF� -:r: :'i _ �' "•r�i,v,,.�F'%'�`!s^ Al+iBa•�• •yzf�..��r 5, -�' -r
r S
zz 4:iy •r5 •�_
f
1
x wu i s_ y vty1 `e>y"Ti 3 Shf �X
ti
RECEIVED
VILMINGTON, NC
IR 22 2 2014
(Joins sheet 15) '
a1F Y>
RECEIVED
VILMINGTON, NC
IR 22 2 2014

J0
mom MP -1
NPLICATION Ur
Ld-acaaLj
(last revised 12/27/06)
awr
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Town Of Holden Beach
Tower Park
Applicant 1 First Name
MI
Last Name
David
MI
Hewett
W
Applicant 2 First Name
MI
Last Name
Agent/ Contractor 2 First Name
MI
If additional applicants, please attach an additional page(s) with names listed
Mailing Address
Mailing Address
PO Box
City
State
State
449
Supply
NC
NC
ZIP
Country
Phone No
one No 2
FAX No
28462
USA
910 - 842 -
6488 ext
FAX No
910 -842-9315
Street Address (if different from above)
City
State
ZIP
110 Rothschild Street
Holden Beach
NC
City
28462 -
Email
Email
david hewett @hbtownhall com
raepcsl @bellsouth net
2. Agent /Contractor Inforniatioii�
Business Name
Right Angle Engineering, P C
Agent/ Contractor 1 First Name
MI
Last Name
W
Shane
Lippard
Agent/ Contractor 2 First Name
MI
Last Name
Mailing Address
PO Box
City
State
212 Princess Street
Wilmington
NC
ZIP
Phone No 1
one No 2
28401
910 - 251 - 8544 ext
- ext
FAX No
Contractor #
910 251 2208
Street Address (if different from above)
City
State
ZIP
Email
raepcsl @bellsouth net
<Form continues on back>
RECEIVED
DCM WILMINGTON, NC
41,1(-i 0 8 2014
252- 808 -2808 .. 1- 888- 4RCOA.ST ., www.nccoastalmanacgement 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
110 Rothschild St
d Approximate elevation of tract above NHW (normal high water) or
Subdivision Name
City
State
Zip
N/A
Holden Beach
NC
28462-
g Identify and describe the existing land uses adjacent to the proposed project site
Lot No (s) (if many, attach additional page with list)
Phone No
h How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
PID 232NB005, PID 232NB011, PID 232NB009,
910 - 842 - 6488 ext
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
Lumber
Atlantic Intracoastal Water Way
c Is the water body identified in (b) above, natural or manmade?
d Name the closest major water body to the proposed project site
❑Natural ®Manmade ❑Unknown
Atlantic Intracoastal Water Way
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
Town of Holden Beach, NC
4. Site Description
a Total length of shoreline on the tract (it
b Size of entire tract (sq ft )
260'
1 4 acres = 60, 984 sf
c Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
0 61, 0 46, 0 33,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
10' ❑NHW or NNWL
e Vegetation on tract
Grass, shrubs and coastal wetland vegetation
f Man -made features and uses now on tract
Vacant
g Identify and describe the existing land uses adjacent to the proposed project site
The Town of Holden Beach water tower and recycling center is located in the same block To the west, the land is vacant
To the east is residential (condos) To the north is the AIWW, to the south is the town hall complex
h How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
C -1 (Commercial)
(Attach zoning compliance certificate, if applicable)
NYes ❑No ❑NA
j Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes NNo
k Hasa professional archaeological assessment been done for the tract? If yes, attach a copy ❑Yes NNo ❑NA
If yes, by whom?
I Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes NNo ❑NA
National Register listed or eligible property?
RECEIVED
<Form continues on next page> DCM WILMINGTON, NC
A t J G P 8 rr
252 -808 -2808 .. 9. 888- 411COAST .. www.nccoastaimanagement.net

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m (i) Are there wetlands on the site? NYes [--]No
(ii) Are there coastal wetlands on the site? NYes ❑No
(m) If yes to either (i) or (u) above, has a delineation been conducted? NYes ❑No
(Attach documentation, if available)
n Describe existing wastewater treatment facilities
None, municipal sewer available to the site
o Describe existing drinking water supply source
None, municipal water available to the site
p Describe existing storm water management or treatment systems
None
-5 '- Adivitids� and Impacts
_
a Will the project be for commercial, public, or private use? ❑Commercial NPublic/Government
❑Private /Community
b Give a brief description of purpose, use, and daily operations of the project when complete
The proposed project is a municipal park open daily, with playground, basketball and bocce courts, picnic area, restrooms w/
showers and transient boat dockage featuring three slips 30' in length The town will collect fees per foot, per day for
dockage
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
(1) Pile driver to install pilings (1) Hydraulic dredge for the removal of material Track equipment to be used above the
bulkhead on uplands Equipment to be stored onsite on uplands
d List all development activities you propose
The proposed project is a municipal park with playground, basketball and bocce courts, picnic area, restrooms w/ showers
and transient boat dockage featuring three slips 30' in length The town will collect fees per foot, per day for dockage
Parking and sidewalks are included in the plan
e Are the proposed activities maintenance of an existing project, new work, or both9 New
f What is the approximate total disturbed land area resulting from the proposed project? 1 5 ❑Sq Ft or NAcres
g Will the proposed project encroach on any public easement, public accessway or other area ❑Yes NNo ❑NA
that the public has established use of?
h Describe location and type of existing and proposed discharges to waters of the state
None
i Will wastewater or stormwater be discharged into a wetland? ❑Yes NNo ❑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 NNA
If yes, attach a mitigation proposal
RECEIVED
<Form continues on back> DCM WILMINGTON, NC
j" a
U ey I Zfi)i
252- 808 -2808 . 1- 888- 4RCOAST .. www.nccoastaimanagement.net

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) — (f) 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 I/
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 mall Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management
Name John Q Holden Phone No 904 -992 -9411
Address 14584 San Pablo Dr N, Jacksonville, FL 32224
Name Bridgewater Property Owners Association Phone No 910 - 842 -9996
Address 109 Jordan Blvd, Holden Beach, NC 28462
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
Sediment and Erosion Control - Issued 3 -19 -2014 CAMA Minor #HB13 -018
NC Stormwater - Submitted Feb, 2014 CAMA GP 63252 511/14
h Signed consultant or agent authorization form, if applicable
i 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
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 t 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
Date3 �dy:Z_ Print Name L�+v��f J,✓ h�ewe�
Signature
Please indicate application attachments pertaining to your proposed project
❑DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
[]DCM MP -3 Upland Development
®DCM MP -4 Structures Information
RECEIVED
DCM WILMINGTON, NC
^52 -� AS -28f18 - 1I- 888 -4 111C O AST • v wsj ncco- ista}mf naclomenx no-,

Form DCM MP -2
M,
(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-__' ❑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 sand
1000 CY
(Q Does the area to be excavated include coastal wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SIB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
®CW 12 [:1 SAV ❑SB
OWL ®None
(i) Describe the purpose of the excavation in these areas
dredge material to achieve -6' depth at mean low water at the
dock
d High- ground excavation in cubic yards
112. DISPOSAL OF EXCAVATED MATERIAL _ ❑This section not applicable
a Location of disposal area b Dimensions of disposal area
Town -owned disposal area at the end of Scotch Bonnet Rd 160'x 160'
c (Q Do you claim title to disposal area?
®Yes []No ❑NA
(u) If no, attach a letter granting permission from the owner
e (Q Does the disposal area include any coastal wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ®None
(u) Describe the purpose of disposal in these areas
dredged material
d (i) Will a disposal area be available for future maintenance?
®Yes []No ❑NA
(u) If yes, where?
Town -owned disposal area at the end of Scotch Bonnet
Rd DA 290
f (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(u) If yes, how much water area is affected?
RECEIVED
DCM WILMINGTON, NC
?n
- �tt �f ?I � 01 14
282 - 808 -2808 :: 1- 888 -4 COAST ;a www nccoastaitrnanaciement.riet revised; 12,`26106
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL )
stabilization
Length
50
Width
150
Avg Existing
-3 MLW
_NA ^ w
NA
Depth
Final Project
-6 MLW
NA
NA
Depth
I
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 sand
1000 CY
(Q Does the area to be excavated include coastal wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SIB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
®CW 12 [:1 SAV ❑SB
OWL ®None
(i) Describe the purpose of the excavation in these areas
dredge material to achieve -6' depth at mean low water at the
dock
d High- ground excavation in cubic yards
112. DISPOSAL OF EXCAVATED MATERIAL _ ❑This section not applicable
a Location of disposal area b Dimensions of disposal area
Town -owned disposal area at the end of Scotch Bonnet Rd 160'x 160'
c (Q Do you claim title to disposal area?
®Yes []No ❑NA
(u) If no, attach a letter granting permission from the owner
e (Q Does the disposal area include any coastal wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ®None
(u) Describe the purpose of disposal in these areas
dredged material
d (i) Will a disposal area be available for future maintenance?
®Yes []No ❑NA
(u) If yes, where?
Town -owned disposal area at the end of Scotch Bonnet
Rd DA 290
f (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(u) If yes, how much water area is affected?
RECEIVED
DCM WILMINGTON, NC
?n
- �tt �f ?I � 01 14
282 - 808 -2808 :: 1- 888 -4 COAST ;a www nccoastaitrnanaciement.riet revised; 12,`26106

Eikf"m ACM MP- (Excavation amd 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
I Source of fill material
"" "Bulkhead previously permitted under HB #13 -018
b Length
Width
d Maximum distance waterward of NHW or NWL
f (1) Has there been shoreline erosion during preceding 12
months9
❑Yes []No ❑NA
(n) 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 b) 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,
(n) Amount of material to be placed in the water 0
(m) Dimensions of fill area 100 x 100
(iv) Purpose of fill
slope site for development of park
submerged aquatic vegetation (SAV), shell bottom (58), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ®None
(a) 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 all be used (e g, dragline,
controlled backhoe, or hydraulic dredge)?
sediment erosion control plan, temporary sediment basin clam bucket dredge, track hoe, backhoe
c (i) Will navigational aids be required as a result of the project?
[]Yes ®No ❑NA
(n) If yes, explain what type and how they will be implemented
d (i) Will wetlands be crossed in transporting equipment to protect
site? ❑Yes ®No []NA
(n) If yes, explain steps that will be taken to avoid or minimize
environmental impacts
r9 �� Town of Holden Beach
Date �l V Appli t Na e
Tower Park
Applicant Signature
Project Name
RECEIVED
DCM WILMINGTON, NC
11 , 0; � '„,f {s
252 - 808.2808 - 1- 888- 4RCOAST www nccu:istalinaiia� ;em nt net revised-` 1{2 2e

Form DCM MP -3
1%01 PLAND 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 3
1 picnic shetler, 1 restroom, playground, court, and parking
c Density (give the number of residential units and the units per
acre)
na
e If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land- disturbing
activity begins
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ❑No ❑NA
(u) If yes, list the date submitted approved March 19, 2014
g Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and /or built -upon surfaces, such as
pavement, budding, rooftops, or to be used for vehicular driveways
or parking
0%
i Give the percentage of the entire tract to be covered by impervious
and /or built -upon surfaces, such as pavement, budding, rooftops,
or to be used for vehicular driveways or parking
343%
Describe proposed method of sewage disposal
Town of Hoiden Beach municipal system
I 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)
none
d Size of area to be graded, filled, or disturbed including roads,
ditches, etc
1 5 AC
f List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces
concrete sidewalks, asphalt parking, asphalt roof shingles
h Projects that require a CAMA Mayor Development Permit may also
require a Stormwater Certification
(i) Has a site development plan been submitted to the Division of
Water Quality for review9
®Yes ❑No ❑NA
(u) If yes, list the date submitted _4 -3 -14
k Have the facilities described in Item (i) received state or local
approval?
®Yes ❑No ❑NA
If yes, attach appropriate documentation
m Does the proposed protect include an innovative stormwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation
252-808-28082.- 1- 888- 4RCOAST — www.nccoastaimanaaement.net
RECEIVED
DCM WILMINGTON, NC
0 Is 2614
revised: 12;26/06

FGCFA NIP-3 (upland Deveioprnent, Page 2 of 2)
m Describe proposed drinking water supply source (e g , well,
community, public system, etc )
community, municipal system
o When was the lot(s) platted and recorded?
12 -30 -1998
a2 19
Date
Protect Name
Appli t N e
t
Applicantisignature
n (i) Will water be impounded? ❑Yes ®No ❑NA
(u) If yes, how many acres?
p If proposed development is a subdivision, will additional utilities be
installed for this upland development?
[]Yes []No ®NA
RECEIVED
DCM WILMINGTON, NC
ti
rf vi- j 12 26' G

Forge DCM MP -4
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Mayor Permit, Form DCM MP -1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
1. DOCKING FACILITYIMARINA CHARACTERISTICS', [I This section not applicable
a (i) Is the docking facility /marina b (i) Will the facility be open to the general public?
❑Commercial ®Public/Government ❑Private /Community ®Yes ❑No
c (i) Dock(s) and /or pier(s)
d (i) Are Finger Piers included? ❑Yes ®No
(u) Number 2
If yes
(iii) Length 90'. 124'
(u) Number
(iv) Width 6. 6
(ai) Length
(v) Floating ®Yes ®No
(w) Width
(v) Floating ❑Yes ❑No
e (i) Are Platforms included? ®Yes ❑No
f (i) Are Boatlifts included? ❑Yes ®No
If yes
If yes
(u) Number 1
(u) Number
(m) Length 10'
(1u) Length
(iv) Width 6'
(iv) Width
(v) Floating ®Yes ❑No
Note Roofed areas are calculated from dnpline dimensions
g (Q Number of slips proposed
h Check all the types of services to be provided
3
❑ Full service, including travel lift and /or rail, repair or
(ii) Number of slips existing
maintenance service
❑ Dockage, fuel, and marine supplies
0
® Dockage ( "wet slips ") only, number of slips 3
❑ Dry storage, number of boats
❑ Boat ramp(s), number of boat ramps
❑ Other, please describe
i Check the proposed type of siting 1 Describe the typical boats to be served (e g , open runabout,
❑ Land cut and access channel charter boats, sail boats, mixed types)
®Open water, dredging for basin and /or channel mixed. transient
[]Open water, no dredging required
❑Other, please describe
9
k Typical boat length 28' 1 (1) Will the facility be open to the general public?
®Yes []No
m (i) Will the facility have tie pilings?
[]Yes ®No
(u) If yes number of tie pilings
RECEIVED
DCM WILMINGTON, NC
=+'Irt ui X, 2W,4
252 -808 -28118 :: 1- 888- 4RCOAST :: www.necoastalmanagement.net revised: 12/27/06

Form DCM -4 (Structures, Page 2 of 4)
2, DOCKING FACILITYIMARINA OPERATIONS ®This section not applicable
a Check each of the following sanitary facilities that will be included in the proposed project
❑ Office Toilets
❑ Toilets for patrons, Number , Location
b
❑ Showers
❑ Boatholding tank pumpout, Give type and location
Describe treatment type and disposal location for all sanitary wastewater
c
Describe the disposal of solid waste, fish offal and trash
d
How will overboard discharge of sewage from boats be controlled?
e
(i) Give the location and number of "No Sewage Discharge" signs proposed
(u) Give the location and number of " Pumpout Available" signs proposed
f
Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products
g
Where will residue from vessel maintenance be disposed of?
h
1
Give the number of channel markers and "No Wake" signs proposed 2
Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality
What will be the marina policy on overnight and live- aboard dockage?
k
Describe design measures that promote boat basin flushing?
I
If this project is an expansion of an existing marina, what types of services are currently provided?
m
Is the marina /docking facility proposed within a primary or secondary nursery area?
❑ ❑ Yes No
RECEIVED
DCM WILMINGTON, NC
- ,s.' , 9 LQ14
252-808-2808:- 1- 888 -4 COAST :: vdww.necoostalmanagement.net
revised: 12127106

Fora a DCM MP-4 (Structures, Page 3 of 4)
n Is the marina /docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes []No
o Is the marina /docking facility proposed within or adjacent to 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
OWL ❑None
p Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? [Yes ❑No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease
3; BOATHOUSE (including covered hfts) = r_ - ®Th►s'sechon not applicable '
a (Q Is the boathouse structure(s)
❑Commercial ❑Public/Government ❑Private /Community
(u) Number
(w) Length
(iv) Width
Note Roofed areas are calculated from driphne dimensions
,'C GROIN -(e-4 , wood; sheetp►le, etc' If a rock groin, useiMP- 2,'Excavahoh and Fill) ®This section not_apphcable
a (i) Number
(u) Length
(m) Width
u"
S.,BREAKWATER (e,g, wood,- sheetpde, etc) gThis section notapplicable
_ fL
a Length b Average distance from NHW, NWL, or wetlands
c Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS-, ®This sechomnot applicable
a Is the structure(s)
❑Commercial ❑Public/Government ❑Private /Community
c Distance to be placed beyond shoreline
Note This should be measured from marsh edge, if present
e Arc of the swing
7. GENERAL =
b Number
d Description of buoy (color, inscription, size, anchor, etc )
RECEIVED.
DCM WILMINGTON, NC
252 -808 -2806 :: 1- 888- 4RCOAST .: www ncconstalmanagement net revised 12127/06

F t m OC61 P- (Structures. Page 4 of 4)
a Proximity of structure(s) to adjacent riparian property lines
15'
Note For buoy or mooring piling, use arc of swing including length
ofvessel
c Width of water body
300'
e (Q Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(u) If yes, explain what type and how they will be implemented
b Proximity of structure(s) to adjacent docking facilities
89'
d Water depth at waterward end of structure at NLW or NWL
-6 MLW
8. OTHER ®This section not applicable
a Give complete description
Apnl 1, 2014
Date
Tower Park Boat Dock
Project Name
Tow f Holden Beach '
App VntN e
A pplican ignature
RECEIVED
DCM WILMINGTON, NC
fi ` r �-1 , 2n9,�
�� �s r
2512 - 808 -2808 - i- 988- 4RCOAST wv3vr nccoa�tairna��s.;errse_ai.n�t revised- 12,27,'06

IIOZ C8OVN
Hi'dON CHNO ON
\ 3aCQ
I \ Fq<
\ pu I \ 3
C1 J �o
O I \ H < w
- z I ¢3z
m
W\ w \ F�xa
\ Z U Z
ugo
Z � U
t .a.W > O U O
° a w
Q N CJ7 Q t0 O
w _ z
N
\
W. Q Ot mom
d P` Zd[O 20co r
'� \ ZrrM oo, N°O'N Z °d
_ \ fo r- a W Wo
W li d w W Z6 p d' O O N
fo =co a N�
Q T U!
app ANN UNd 2 ZED
�J \ N rn Z Z W °
\ G \ \ z w n o w a o a °
- Sao cr
\ 3 \ A \oa w w o
\ o r \ a c
dl m
\ ✓ \ o \ MIa AVM dO 3,14D18 54
SIAda
00 20
\ T
m ` N
\ 1 V w I O 'I O ` -'
Vw
LO
I
r O
u �
106 _
\ ` 110
N _
10 r co i
om L 'yet I N w Z m oo LO
a U¢ tiFC Ya4u +��' n r p w Z c7 w
M,`�tlrs a I w
' I k W
IrJ o n #q'1� w z s N
I
I
coo
Z I?��t'µi� I 20 z
V-
���};�fi� }slth�j U
Q N -
IW
I` — LgaiLs Q'111
�z�
d W Nit �•-} � �`
W Oz�W acs
P,
r"
W
Q I ZQ 0 > 9N1-1 NIVdIN a� U
~ VI VwOO §l Q I d10 LO
U
Z
a (�J
r z
8 &
z
0
Q
o
xPq
=
C
W
z � a
�az
z
0
x 1�1 U
C z
�1 irk Z
o C
9Em
E"
qw ord''����Z4e
�'YYY�ItfMf'�
J U O
r
pOU
rya
U_
O d
N �
C3
a
z
Na,
,l Wn ate,
a
6 r
1
z
rn
o °r
J
O �
I I U S p 0
�I N co
O
6 zao
O
W r
o
3 ¢ x
q
V U o
Q o ) J
W N d a
YJ WD m 1, o V
d
w Z ov OC7 a
oa i
JO
0, N O
co
01 W N
Zam
z
u
o O
I I
y S4 r
z
° J
W
O
Q CD N
Z U O C,
r
o a o@
W N
z Q
jl
a0.�o `
a e0 I
'-
I
N
�m
o)Loo
INr
wC
°NU
n
Qa
�W
_ •�
R
��pp
3
3
_ 3_
o�
Z
Jo
Ord
rno
w
°J?o
W
zMc7 o. I
m
Q
I
wN
5Oa
Wa-
°
o
-
wr)r
°a
Q(�
U
a0
lb
0
I
Or
'S �©
<Qz
�Da
t0
aNtO
pN
o
=
W
rju°iF3y
ap
WW��S"{aaaa
Q
q
=�O
a N
Wo
Qoa
m
z
O�
Zr�
W I
jwp?Sw I
FO
m
I
Od
-4
MNZ
how
w w
odo
I I
w
w u
w
u w w
Ozo
qa (rcq�
O O
Lij C)
-
Q
o
R,
o
£
<
Z
Z
z
-m
�
¢
0
L
a a
<
�
z
3
>
ow
°'
J
"J
�
o
Zu
z
a
c
N
Y
N j
ut I-
w
F
q
O
z
O
a
cr
�
>
W U
°
°
W
°
ck�
a
T
H
N
Q
W
Z ��
Q j�
b
9
G
z
O V
Z Z
a Q
�d^
IIOZ C8OVN
Hi'dON CHNO ON
\ 3aCQ
I \ Fq<
\ pu I \ 3
C1 J �o
O I \ H < w
- z I ¢3z
m
W\ w \ F�xa
\ Z U Z
ugo
Z � U
t .a.W > O U O
° a w
Q N CJ7 Q t0 O
w _ z
N
\
W. Q Ot mom
d P` Zd[O 20co r
'� \ ZrrM oo, N°O'N Z °d
_ \ fo r- a W Wo
W li d w W Z6 p d' O O N
fo =co a N�
Q T U!
app ANN UNd 2 ZED
�J \ N rn Z Z W °
\ G \ \ z w n o w a o a °
- Sao cr
\ 3 \ A \oa w w o
\ o r \ a c
dl m
\ ✓ \ o \ MIa AVM dO 3,14D18 54
SIAda
00 20
\ T
m ` N
\ 1 V w I O 'I O ` -'
Vw
LO
I
r O
u �
106 _
\ ` 110
N _
10 r co i
om L 'yet I N w Z m oo LO
a U¢ tiFC Ya4u +��' n r p w Z c7 w
M,`�tlrs a I w
' I k W
IrJ o n #q'1� w z s N
I
I
coo
Z I?��t'µi� I 20 z
V-
���};�fi� }slth�j U
Q N -
IW
I` — LgaiLs Q'111
�z�
d W Nit �•-} � �`
W Oz�W acs
P,
r"
W
Q I ZQ 0 > 9N1-1 NIVdIN a� U
~ VI VwOO §l Q I d10 LO
U
Z
a (�J
r z
8 &
z
0
Q
o
xPq
=
C
W
z � a
�az
z
0
x 1�1 U
C z
�1 irk Z
o C
9Em
E"
qw ord''����Z4e
�'YYY�ItfMf'�
J U O
r
pOU
rya
U_
O d
N �
C3
a
z
Na,
,l Wn ate,
a
6 r
1
z
rn
o °r
J
O �
I I U S p 0
�I N co
O
6 zao
O
W r
o
3 ¢ x
q
V U o
Q o ) J
W N d a
YJ WD m 1, o V
d
w Z ov OC7 a
oa i
JO
0, N O
co
01 W N
Zam
z
u
o O
I I
y S4 r
z
° J
W
O
Q CD N
Z U O C,
r
o a o@
W N
z Q
jl
a0.�o `
a e0 I
'-
I
N
�m
o)Loo
INr
wC
°NU
n
d mo�
Z
�W
° =wb
Z N
��pp
z�r
wco
01
o�
Z
Jo
Ord
rno
w
°J?o
W
zMc7 o. I
z
° C0006
Q
I
wN
5Oa
�NOU
Orn-
�p
�I-U
o
-
wr)r
°a
Q(�
U
a0
lb
z
I
Or
'S �©
<Qz
�Da
t0
aNtO
pN
o
=
wl
E~ O
rju°iF3y
ap
WW��S"{aaaa
Q
q
=�O
a N
Wo
Qoa
m
}t
O�
Zr�
W I
jwp?Sw I
FO
m
I
Od
2:
=pa
MNZ
how
g���++yyyyjj
odo
N o
zNNo
~
W
mz�s3 I
I �
Ozo
qa (rcq�
O O
Lij C)
-
Q
o
R,
o
Z
Z
z
-m
�
¢
0
L
a a
<
�
z
3
>
ow
°'
J
"J
�
o
Zu
z
a
c
N
Y
N j
ut I-
w
F
q
zS
z
O
a
cr
�
>
W U
°
°
W
°
ck�
a
T
H
N
Q
W
Z ��
Q j�
b
9
G
z
O V
Z Z
a Q
�d^
=' f;,
J
y
R-1
I�
°
¢
_
m
W W
° a
W
_
Q
W
_
N
O
m
N_
°
Q
w
O
(n
J
W FFtt _
3
G
J]
J]
3 5
m
5 !Y
f"
=
Q
Q
of w
Z
J
°7
J
07
w
0-
°
a
°
Q
°w
LLJ
u
v~ `
o�
m¢
oU
mo
O
o
w
o
Wn 0
w
x
O
w
a
O
O
tyy
Q(�j
o J
6F
yC=
}
m
Z
7 N
0
•t
:5
n
r U
O
z
d
0-
a-
U
U
Z
IIOZ C8OVN
Hi'dON CHNO ON
\ 3aCQ
I \ Fq<
\ pu I \ 3
C1 J �o
O I \ H < w
- z I ¢3z
m
W\ w \ F�xa
\ Z U Z
ugo
Z � U
t .a.W > O U O
° a w
Q N CJ7 Q t0 O
w _ z
N
\
W. Q Ot mom
d P` Zd[O 20co r
'� \ ZrrM oo, N°O'N Z °d
_ \ fo r- a W Wo
W li d w W Z6 p d' O O N
fo =co a N�
Q T U!
app ANN UNd 2 ZED
�J \ N rn Z Z W °
\ G \ \ z w n o w a o a °
- Sao cr
\ 3 \ A \oa w w o
\ o r \ a c
dl m
\ ✓ \ o \ MIa AVM dO 3,14D18 54
SIAda
00 20
\ T
m ` N
\ 1 V w I O 'I O ` -'
Vw
LO
I
r O
u �
106 _
\ ` 110
N _
10 r co i
om L 'yet I N w Z m oo LO
a U¢ tiFC Ya4u +��' n r p w Z c7 w
M,`�tlrs a I w
' I k W
IrJ o n #q'1� w z s N
I
I
coo
Z I?��t'µi� I 20 z
V-
���};�fi� }slth�j U
Q N -
IW
I` — LgaiLs Q'111
�z�
d W Nit �•-} � �`
W Oz�W acs
P,
r"
W
Q I ZQ 0 > 9N1-1 NIVdIN a� U
~ VI VwOO §l Q I d10 LO
U
Z
a (�J
r z
8 &
z
0
Q
o
xPq
=
C
W
z � a
�az
z
0
x 1�1 U
C z
�1 irk Z
o C
9Em
E"
qw ord''����Z4e
�'YYY�ItfMf'�
J U O
r
pOU
rya
U_
O d
N �
C3
a
z
Na,
,l Wn ate,
a
6 r
1
z
rn
o °r
J
O �
I I U S p 0
�I N co
O
6 zao
O
W r
o
3 ¢ x
q
V U o
Q o ) J
W N d a
YJ WD m 1, o V
d
w Z ov OC7 a
oa i
JO
0, N O
co
01 W N
Zam
z
u
o O
I I
y S4 r
z
° J
W
O
Q CD N
Z U O C,
r
o a o@
W N
z Q
jl
a0.�o `
a e0 I
'-
I
N
�m
o)Loo
INr
wC
°NU
n
d mo�
Z
�W
° =wb
Z N
��pp
z�r
wco
pp
o�
Z
Jo
Ord
rno
w
°J?o
W
zMc7 o. I
z
° C0006
Q
I
wN
5Oa
�NOU
Orn-
�p
�I-U
o
-
wr)r
°a
Q(�
.o0°'a6
YOowJ
�m`vF_ I
a0
lb
W
d'
I
Or
'S �©
<Qz
�Da
t0
aNtO
pN
o
=
wl
E~ O
rju°iF3y
ap
WW��S"{aaaa
Q
q
=�O
a N
Wo
Qoa
I
Od
zNO
O�
Zr�
W I
jwp?Sw I
FO
UN
I
Od
2:
=pa
MNZ
how
g���++yyyyjj
odo
N o
zNNo
o
W
mz�s3 I
I �
Ozo
qa (rcq�
O O
qaq q sq
O O
qaq i a
O o
z mq
e O
w,,rc�,,
w<
R,
o
25 lo
I
.0
-m
�
¢
0
L
/-r W
V
7 O
U z
J
M d
o °'
z
CL
°❑
z
wo
.7
3� 31
p
m
Ot
O N N
o
VV��
Z N
��pp
n o
i
u
n m
0
o
°
o
°❑
m
Ot
&Ww
o�ozS
VV��
pp p
��pp
Z
C7
i
u
pp
o�
Z
u
az.zw
Z
M�
W
a
u'
q
z
° C0006
a
�oS
7
o
-
o
�a
_
r
}
v,
a
ti
¢
J
i�FUUV
zdd
XYC6
q
J
Y
o
o o
o
M
z
z p
g���++yyyyjj
o
m
z
�ro
�' O
o
a
qa (rcq�
O O
qaq q sq
O O
qaq i a
O o
z mq
e O
w,,rc�,,
w<
R,
o
25 lo
.0
S��;�<�
�
¢
0
L
a a
<
�
z
3
>
n m
0
o
°
o
°❑
o
Ot
&Ww
o�ozS
F°WX
°.N,00�
-o
-
Z
C7
i
u
aa,zoo
�m
O
o�
Z
u
az.zw
Z
M�
W
a
u'
q
z
° C0006
a
�oS
7
J
-
o
_
r
}
v,
ti
¢
J
i�FUUV
zdd
XYC6
o
°Zm
<
J
z
0
Fa
_
r
q
x
?
p
O
3
~
q
J
Y
o
z
z
z p
g���++yyyyjj
3
m
z
�ro
o
O
Zm
O
.0
z
�
¢
0
J
�,Jj
o
�}
<
�
z
3
>
ow
°'
z
u
o
Zu
O
a
ut I-
w
F
q
zS
z
O
°o
�..w
ao
w
? r
F
w
¢
u ,O„
¢ ad'
z
a
3
K
O V
Z Z
a Q
�d^
=' f;,
J
w
2
--W
Q w
m?
a
O
3
�dN
�o
z
>w
x
x
T
U
w
m
W
F
z
z
w
za
Oy
oq
w0
za
q�
Z>
O
O
a
u¢
C
oa
W�
00
o
zd
oz
o�
m¢
oU
mo
o<
z
Fj
„J
w
o
O
U
ea
tyy
Q(�j
o J
6F
yC=
}
m
Z
7 N
0
ro
mO
ZO
a°j,° -,
W
Z
O
Z
F O�
w¢
❑vW'
O
ww
F
F- W
1<
rn
z ;N
�T,w
wy
w
mO
M
Z�
vTiV
wZa
Z
Z Z
MU
�q
o¢
Wa
m
�w
o
w�
uty.�
$O
wo
'OZ
o
h
JJ
w
�J
V
tiJ
z¢
ro
aqU
UuTu77
3�
w.°aa
¢
U z
a
t-
x
aN
;N
OJ
w
ZQ
aw
Zw
aZ6
Z
W
U
w
;z
3z
4a
'�.
m`n
z
w,3„
zz
¢aH
xpa
RO¢
-'M
z
-' y
u
"�
¢
F
° a°
NU
xo
v
uwia
vx,
uN
F�
ay
cq7�
z�
�F
w�a
a °^
x3U
a o
w
w T
33
¢
H �o
wQ
Na
J3
o
ua
�aa
zm
w`L'
m0
¢cuFgqi�
<C)
Fa
a z
`�z
z
pZ
oxxz
UN
O
�L 3�
w
UZ
z4
Z
wm
�K
a ¢
y¢K
FU ¢
ZC',n
Sa
S O
F
Z-
J
0
FNw-
o

£
O
Na o zz< zn a£ I
_ c a
0-1, _ _ n bx Od �A O
r' > n Oz 77"s�C
> n w rm OC, n> n
�f prr A
y> O r1 N
r = - Om y N C r IC-. .0 ., Z 0 -i
O NOr to v z mF O
mz OW Im.. OX ,y-' z
r y My Om 00 ym n z�C�i
°m i O�
!Z > o >
m
1, -i p OZ >.0
tny 0 n r
r m
z x
x S om ny
z O Y
c>'� m
N Z r C <
o
_ c
zm i
u 2y zFn N> Nr O y 0
• D► ®► O I D
n - I X m
n r
���ox9AW m z m0� 2 7C
$zpFZ =nnn Z I Z _
mig��'33oZ �m'� ��� N
>o ziz >o D�O
��,�o z znD D h
m0z
z { I O
Tm
z O ,
n c
-! M
I to
v�
C sit, Eo
I56 191
M bSfS N
\
N
�\\ E
N cvDO
I \�O �1
;MD i
f 906f1 ( GAP
/` Zr
of I�= +, 1, $�f>
O ,r '�� z E E
/<
In
< <
1N N r i b T, A > i
D y�
D Z c <<
co
1 IB e� a� to m
/ %
__ _ / ♦ ♦ N o
j� m A ♦♦ c
70I
• ®� a) \ O 1 � `/ D O n'� z r 1 en i„ l \;uv, + \\fd \S\+1 \ \h l
O 1 kPa4° u
® � � / ��'~ ",' %(? '- ' �• - coil\ � I / t 4i '�L �� <
I�N�j� � �, � ao �� � �, , .tom'+ y,v �, Y 1 a� -M
I I I I I I I I I 1
6
O \
\
— —
`°/ I 1'* 0 �- v � ,� E $ \
--
OCZ <n YZ
c V 2 1
rn
O C ° O AA \
D \ A O
m 1
Z \D \ S3
f
7' 0'-
0
x
O 171
ST
1
—i!56 S
-s- 4g0.,�„�r �e-
f
7' 0'-
0
x
O 171
ST
1
m z m
00
O r n 0
Z W
cc ccc-W
O
c
z
O
s i
K
m
a
z
h�n7
z
-0
-0
-0
O
N
or
-0
m
(-) J
N
-0
K: cn
W
Z
a
�
U t
/)
m
0
0
0
-1
0
L)
Z
o
0
z W
�
m
O
O
O
O
O
O
C
=
D
m
m
m
D
o
o
D
o
03
j

(J
w
o� MOO.
o
°�
Fti
C?
G
u
Z
N
R
Nz%
w
Z
1
Z
w1
i mum
It
F
�
U
cn
co zS-
Z
W
O
a
LLI
c::
w
U
J
Z
O
m
O Q
uLL�
°XYCa
uu,,
Z
o §§
w
g
6
z
¢
z z
�
w
>
w =
w
U
Z
rn
U)
W _J
Q
U
O
=
3
3
~
w
~=
z
Z
O
U
J
n
a
O
m
F-
N
g
c_�
e&
Z V
E a
O m
o
v)
z
A^
O
�•
J
a
co F2 -
A'
O
O
v
m p
O
>
of < r
_
z Q
O � l
m
G]
a
3 9
5 l 1
~
J
Iwi
�-
w Z
U, w
m
3
Q
Q
U
m Z
z
O
Of w
a U
Z O
F- p_
-
-
-
0.
Z
0
1 'Of
z
0
a
O�
O
a
z
r-° C)
rn O
w a
J
(J
w
o� MOO.
o
°�
Fti
C?
J
Q
Z
N
R
Nz%
w
Z
1
Z
w1
i mum
It
�Sw
�
U
cn
co zS-
Z
W
o
a
LLI
c::
w
U
J
Z
O
m
O Q
uLL�
°XYCa
uu,,
Z
o §§
w
g
6
z
¢
z z
�
w
>
w =
w
U
Z
rn
U)
W _J
Q
U
O
=
3
3
~
w
~=
z
Z
O
U
J
n
a
O
m
F-
N
Q
c_�
m
Z V
E a
O m
o
v)
w
O
0
V)
O
w
0�
Q
J
2
co F2 -
LLJ =
O
O
v
m p
O
>
of < r
_
z Q
O � l
m
G]
a
3 9
5 l 1
~
J
Iwi
�-
w Z
U, w
m
3
Q
Q
U
m Z
z
W
-
Of w
a U
Z O
F- p_
-
-
-
0
1 'Of
z
0
a
O�
O
a
z
r-° C)
rn O
w a
'a \
t
\ \ V
>
\
I
I
I
ans
U
3 �
>
>
v, ',�,
'
s >
=s > /
> >
3 � ,
' ♦ \ \ \
1 x3 > >
0
o� MOO.
o
°�
Fti
C?
w j
Z
N
>su
°�azooYd
Nz%
ua-z
Z
1
Z
w1
i mum
It
�Sw
�
U
cn
co zS-
u
W
a
LLI
U
z'
u`ai
�
�iVU
uLL�
°XYCa
uu,,
yy
z
Q
g
n
U�
z z
�
Z
O
w
U
Y
Q
w
U
Z
rn
U)
W _J
Q
U
O
w
w
3
m
N
J w
3
~=
Z
U
Z
O
U
J
n
a
O
m
F-
N
Q
w
U
U
Z V
E a
O m
o
v)
0
N
0
V)
O
w
0�
Q
w w
w O r
co F2 -
O
O
O
O
O
O
O
>
of < r
_
z Q
O � l
0 U
a
a
a
:j
a
U o
=5
. o
05
. o
m
c=
-
-
-
-
k.
O
U
U
U
V U
U� aU
m
U
m
r�
\ \ V
>
\
I
I
I
ans
U
3 �
>
>
v, ',�,
'
s >
=s > /
> >
3 � ,
' ♦ \ \ \
1 x3 > >
I a� 'ode
w
w va w
U W> O
> J W
w N W w
w F-
� V
a a
3 o z
aFU >❑
o z0
W
U
�a zo ; J
y U bn N
w
z �w vxo
o w° z� SyEm
h Q z
Fw- za �o
O� F u
<0 x0
ul Hz NU vxiQ
wa a3
z 0 4F- zz
3w vz >a
0
z
w
z z
3
x
v
x z
� a
o
oQ
a mq
w �
�m
z�
� N
y xh
0 QJ
O Oa
3 z
aVN
Oz Qm
a n
a
y
a
x z
U _
W
W
a Sol
S
O 0
xa�
� 0 m
E.y
dp
s
a
-!-
.O
g �
W �
3
\
It
0
o� MOO.
o
°�
Fti
z
iw
w j
Q
N
>su
°�azooYd
Nz%
ua-z
Z
1
W
p
w1
i mum
It
�Sw
�
u
I a� 'ode
w
w va w
U W> O
> J W
w N W w
w F-
� V
a a
3 o z
aFU >❑
o z0
W
U
�a zo ; J
y U bn N
w
z �w vxo
o w° z� SyEm
h Q z
Fw- za �o
O� F u
<0 x0
ul Hz NU vxiQ
wa a3
z 0 4F- zz
3w vz >a
0
z
w
z z
3
x
v
x z
� a
o
oQ
a mq
w �
�m
z�
� N
y xh
0 QJ
O Oa
3 z
aVN
Oz Qm
a n
a
y
a
x z
U _
W
W
a Sol
S
O 0
xa�
� 0 m
E.y
dp
s
a
-!-
.O
g �
W �
3
\
It
w
U
0
o� MOO.
o
°�
Fti
z
iw
w j
Q
N
>su
°�azooYd
Nz%
ua-z
Z
z
W
W
p
�
z H
�Sw
�
u
W
U
z'
u`ai
�
�iVU
uLL�
°XYCa
uu,,
yy
Q
g
z°
J
H
z z
�
w
U
x
z
iw
w j
z
7�
Z
z H
a
U
z'
x
x
�a
J
H
z z
�
x
OA
zz
W
w _
�U
~=
zQz`
Fr
z°
-
a
pN
k
5
. o
=5
. o
05
. o
m
c=
-
-
-
-
k.
O
U
U
U
V U
U� aU
m
U
m
w
U
x
z
iw
z
z H
U
z'
z
�a
x
OA
zz
W
w _
�U
~=
Fr
z°
-
a
Fx-
c=
-
w
U

— COASTAL WETLAND
® 404 WETLAND LINE
a. MEAN HIGH WATER LINE
30 CAMA BUFFER LINE
— — — — — — 75 AREA OF ENVIRONMENTAL
CONCERN (AEC)
BULKHEAD
II 11l11(;nIII1i�, PROPOSED BOARDWALK
OPAVED AREA - 2" SF9 5 6" ABC
DCONCRETE SIDEWALK
DCOASTAL WETLANDS
VERTICAL DATUM DIAGRAM
TIDAL DATUM N A V D 88 DATUM
PROJECT
® C2
+496(MHW) --------------
201
+295 -- - - - --
- - - - -- 000
000(MLW) --------------
295
SIDEWALK
4:
MHW =2 02
MLW = -2 21
6' FIXED PIER
CROSS SECTION
---------- T'ANC&-NlA — — — — —
EDGE OF DREDGED CHANNEL - - DREDGE AREA
"PUMPOUT AVAILABLE" AND - -" -TO _-6 MLW - -
"NO SEWAGE DISCHARGE" SIGNS - -t2 - 6132 SF
-- - - NAVIGATION
MARKER 51 A I94 __- _ -
_ 145
ER
-
_ _7
U C6_
-- ___— ___ - -___- ------------
-�_ -4
T- - - - -- - -- - - - - -- trnr'� 1 MLW
180
MLW C4
12 SF COASTAL - - gl
- MARSHTMP,ACT `_
- z RIP RAP_
APRON -WITH _ - - _ --
< GEO- F _ - W W 6' WIDE-PRESSURE
_
- - _ TREATED,WOOD PIER
®
-
NOTES y - ®�Y
♦ \I
'
1 DEED REFERENCE BOOK 3115 PAGE 70 IN THE BRUNSWICK COUNTY - I � , - ® � ♦♦ SALT
REGISTRY _ ��-��- 1 MARSH
r % ; / --
2 ADJOINING DEED REFERENCES BASED ON CURRENT INFORMATION FOUND j)1 ® ---- EX BULKHEAD
IN THE BRUNSWICK COUNTY TAX OFFICE
II
3 ALL BEARINGS AND COORDINATES ARE BASED ON NC GRID NORTH (NA083 -2011)
®C1
ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES
® C2
4 TRACT AREAS AND LINES SHOWN BASED ON INFORMATION FOUND IN MAP
®C3
CABINET 20 PAGE 453 TRACT A TOTAL AREA =26 639 SF TRACT B TOTAL
®C4
AREA =20 197 SF
®C5
2221452 43, 6116592
® C6
5 NORMAL HIGH WATER LINE do COASTAL WETLAND LINE AS MARKED BY
Z�r
WOOTEN ON JANUARY 8 2013 &VERIFIED BY HOLLEY
®C8
SNIDER
SNIDER (CAMA) ON JANUARY 15 2013
/
6 404 WETLAND LINE AS DELINEATED BY EMILY HUGHES (USACE) ON
JANUARY 8 2013
7 THIS PROJECT IS LOCATED IN THE LUMBER RIVER BASIN
AND WATER QUALITY SWALES NO CLEARING SHALL BE DONE OUTSIDE THESE WORK LIMI
8 SOIL ON THE SITE IS NEWHAN FINE SAND (EXCESSIVELY DRAINED)
9 SENRHWWATER CLASSIFICATION FOR THE INRACOASTAL WATERWAY
5 A
C
10 LAT /LONG AT THE SITE IS 33 9144N 78 2701'W
11 ELEVATIONS NORTH OF THE MEAN HIGH WATER (MHW) LINE ARE SHOWN REFERENCED
TO MEAN LOW WATER (MLW) DATUM BASED ON NO A A STATION $865897
ELEVATIONS SOUTH OF THE MHW LINE ARE SHOWN REFERENCED TO MEAN SEA LEVEL
(M SL) DATUM N AV D 88 - —
120
rr2" X4 4 "X4
T2 CAP 10" / BRACE /�' POST (TYP )
- -N 7 2 X6" —T-
�- EDGE OF MARSH
AT BANK = 2 00
(COASTAL VEG LINE)
L
8 k\ VINYL SHEET PILE
0 C BULKHEAD
6" X 6" PILING 8 0 C
DEPTH TO REFUSAL OR 15
V FIXED PIER
ELEVATION
\_1 X 6
DECKING —
n
r
_ �;T • '�-'� �s -..ass �.:�° �?" _
,o
�BO)?
�OM
V-NCo Ns PL
�J' C
_ALXt,! zw N� sR o �Sx
-C7
1i e ,_3DQ M� OED ip' i
' 8' ' o S�C�i1t�Ri'
ro 8 ,-
-�_SI
1 �
EXSTING
DOCKS
�ROPOSED FLOATING DOCKS
FLOATING -
LANDING 'x
6'x10'__ ` m,
ALUMINUM RAMP j
IPF
�� WV
EXISTING
BULKHEAD
PICNIC I
Mme. •°' ,'' SHELTER
3i G� �•^
z3 s`���r
JI-- — — — — — — — — — — — — — — — _
EX EOP
P�
r /
II / cl
ESTROOMS 75' AEC
r-jEC WED
' �CeV3 11r�IL 11 V BRq'O A(IER PROF
PIN 202
N0 \' o 7 2014 nR 1919
0 20 40 80
NOTES
1 CONTRACTOR SHALL FIELD LOCATE EXISTING WATER AND SEWER MAINS PRIOR SCALE 1 =40
TO CONNECTION NOTIFY TOWN OF LELAND TO COORDINATE CONNECTION
NO CONNECTION SHALL BE MAf ` " " "" "" TM` ^ "^ ^ " ° "` ^T' ^•' "•`
BEEN APPROVED BY ENGINEER
3 CONTRACTOR TO VERIFY SIZE DEPTH MATERIAL AND LOCATION OF ALL
EXISTING UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION
5 CONTRACTOR SHALL BE RESPONSIBLE FOR THE BRACING /SUPPORTING POWER POLES
AS REQUIRED TO FACILITATE CONSTRUCTION OF UTILITIES
6 CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ANY HORIZONTAL "CONTROL POINTS"
DESTROYED DURING CONSTRUCTION NOTE THAT THESE EXISTING CONTROL POINTS ARE
NOT SHOWN ON CONSTRUCTION PLANS IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO LOCATE VERIFY AND REPLACE THESE "CONTROL POINTS" THE CONTRACTOR SHALL
FURNISH ALL LABOR AND MATERIALS
7 CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF UTILITY LINES WITH RESPECTIVE
MHW = 202 MSL UTILITI ES OWNERS AND RESOLVE ANY CONFLICTS DUE TO THE EXISTING UTILITIES
- 8 CONTRACTOR SHALL BE TOTALLY RESPONSIBLE TO REPAIR AND /OR REPLACE
THE EXISTING UTILITIES DAMAGED OR IMPACTED INCLUDING STORM DRAINAGE SYSTEMS
EXCAVATION LOCATION COORDINATES BY NC GRID
®C1
2221575 41, 6101951
® C2
2221532 14, 6105489
®C3
222149814, 6117405
®C4
2221469 61, 6115010
®C5
2221452 43, 6116592
® C6
2221440 07, 61196 69
®C7
2221582 79, 6122486
®C8
2221587 38, 6121514
® C8
2221580 75 6118713
, NC
9 PIPELINE CONNECTIONS ARE APPROXIMATE CONTRACTOR SHALL FIELD LOCATE PIPELINES
LOCAL CONDITIONS GET APPROVAL WITH DAND
n
1 IAR WITH WORK
0 PRIOR TOE DG CON RACTOR SHALLTVIISIT SITE BE FAMIL
BDN
REQUIRED TO COMPLETE DESIGN INTENDED SHOWN ON PLANS ANY DISCREPANCIES
- MLW = -2 26 MSL SHALL BW BROUGHT TO ENGINEER PRIOR TO BIDDING
TOWN OF HOLDEN BEACH
TOWER PARK
10/17/2014
10
-
—
11 WORK LIMITS ARE TO BE THE EXTENT OF RIGHT -OF -WAY PLUS UTILITY EASEMENT
SHOWN
AND WATER QUALITY SWALES NO CLEARING SHALL BE DONE OUTSIDE THESE WORK LIMI
HOLDEN BEACH BRUNSWICK COUNTY NORTH CAROLINA
NNC
-
12 ELEVATIONS SHOWN ARE REFERENCED TO NAV88 SURVEY INFORMATION PROVIDED BY
_XIS�NG`OT SHERW7N CRIBS
T� \ AREA INFORMATION
1"'.T PROPOSED PROJECT
M
,p �'',, Cf Apo
C�A
WSL
ANDS EXIST WITHIN THE AREA APPROVED LINES ARE SHOWN
ed4 ��,
• -
a
SITE PLAN
/L
i
H80113
ECEI
-- — --
t�;QryF't
3ltaHT ANGILE
D
�n L,PPA�I`I
/�pq
212 PRINCESS Pc DCM
flvAq
c
25 EDGE OF DREDGE LIMIT v 0 DE" W n
REVISIONS
„ ,n li
(910) 21- 4 28101
(s o) ut —as4/ FAx (mo) ut -2208
, NC

12
u
e
e
2
;
l
ACCESS ROAD
el
v'
I
1�
4•
e
1- TEMPORARY
SILT FENCE
A
0 50 loo 200
I�
SCALE: 1"= 100'
-�
- --
'ib
SF
�.
f
—
I
EX. GROUND
v
T - - -
I
-.
I
m
$ j
A
.«
v'
I
1�
4•
e
1- TEMPORARY
SILT FENCE
A
0 50 loo 200
I�
SCALE: 1"= 100'
-�
- --
—
I
EX. GROUND
- T—
I
T - - -
I
-.
I
i
i
I
I AGED EDGE"I.TAlERr�
-IN
D16POSAL
AREA'
OD
O
m
^
<
m
r
!2
O
r•I
N
40
01
n
w
A
N
O
TOWN a 0
DISPOSAL SCOTCH BONNET DR. D
SITE
M rl C7
US ARMY CORPS I
OF ENGINEERS
DISPOSAL SITE GREENSBORO ST.
DA290 (NOT USED
FOR THIS PROJECT.) n ��
D
m
0800
D
D O
z m
i
n �
O
C7
m
D
Z
0�
0
TOWER ❑ooa NC HY,t X30
PARK
DREDGE
SITE pv
LOCATION MAP
NOT TO SCALE
RECEIVED
DCM WILMINGTON, NC
NOV o 7 2014
DAMN ELE•V
O00 TOWN OF HOLDEN BEACH 0/17 /2014
TOPER PARK
HOLDEN BEACH BRUNSNICK COUNTY NORTH CAROUNA SHOYM
wa.R
0+00 1 +00 2 +00 3 +00 4+00 5 +00 6 +00 7 +00 8+00 NNC
cA'D! / «1 LAMA WSL
y -� DISPOSAL AREA e0113
Pf OM7 »a EIVED
HT ANGLE CN//I wI INGTON, RIG
uQ?•� .I.� 212 PRNCES5 STREET ( _^
N0. A �p.(I VALUNGEN, NC 28101
R VISI N (910) 251 -8541 FAX [phone]

MA
NCDENR
Pat McCrory North Carolina Department of Environment and Natural Resources
Governor John E Skvarla, III
Secretary
December 2, 2014
Division of Coastal Mana ement
MEMORANDUM: n DECO 21014
TO: Chad Coburn BY.
401 Wetlands
DWR - WiRO
FROM: JAN 2 1 2015
Jonathan Howell, NC DENR-DCM Assistant Major Permit C
400 Commerce Avenue, Morehead City, NC 28557 (Co uri RESoUR(
PERMITTil
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Town of Holden Beach for Tower Park
Project Location: 110 Rothschild St., adjacent to the Al WW, in Holden Beach
Proposed Project: construction of a public park and transient docking facility including
boat basin excavation
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by December 26, 2014.
If you have any questions regarding the proposed project, contact Holley Snider 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 0 / —() 7 Ij,r 5—
N,C Division of Coastaf Management
127 Cardinal Drive Ext, Wilmington, NC 28405
Phone: [phone] FAX [phone]%4 Internet www n=astalmana ement net
An Equal opporU* 1 Al =0118 AChom Employer