19991297 Ver 1_COMPLETE FILE_19991117

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
1 ffl'?NWAA •
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 3, 2000
Pender County
DWQ Project # 991297
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Lionel Mark Yow
1900 Eastwood Road
Suite I1
Wilmington, NC 28403
Dear Mr. Yow:
You have our approval, in accordance with the attached conditions and those listed below, to dredge 2.75 acres of open
waters for the purpose of conducting maintenance dredging at an existing marina at Treasure Coast Yacht Club and Marina as
described in your application dated November 17, 1999. After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification Number 3112. In addition, you should get any other federal, state or local permits
before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-
Discharge and Water Supply Water shed regulations. This approval will expire when the accompanying 404 or CAMA permit
expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as modified below if
you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new
owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions.
If total wetland tills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described
in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached
certification and any additional conditions listed below.
1. Dredging should not be done during the April to September dredging moratorium.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North
Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone John Dorney at 919-733-9646.
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Attachment cc: Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
File copy
Central Files
Doug Huggett; DCM
Gordon McAdams; Parker and Associates
991297.1tr
Division of Water Quality • Non-Discharge Branch
1621 Mail Service Center Raleigh NC 27669-1621 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Division of Coastal Management
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Donna D. Moffitt, Director
MEMORANDUM:
67F'?Wj
1 • •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
November 16, 1999`r
TO: Mr. John R. Dorney, NCDENR
Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27611-7687
FROM: Doug Huggett
Major Permits Processing Coordinator

SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Lionel Mark Yow/Treasure Coast Yacht Club & Marina
Project Location: Highway 210 & 50, Surf City, Pender County
Proposed Project: To rebuild an existing, dilapidated marina and construct new facilities on high
ground (store, club house, pool, parking & dry stack)
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by December 10, 1999. If you have any questions regarding the proposed project, please contact
Janet M. Russell at extension 249. 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
127 Cardinal
DATE "L3 0 -0
Carolina 28405
Telephone [phone] FAX [phone]
STATE OF NORTH CAROLINA SUBJECT
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
HIGHWAY BUILDING PREPARED BY
P. O. BOX 23201
RALEIGH. NORTH CAROLINA 27611 CHECKED BY.
PROJECT
DATE STATION
COUNTY
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MEMORANDUM
TO: John Dorney Regional Contact: 1. St ..nh uis
Non-Discharge Branch WQ Supervisor: Rick Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Lionel Mark Yow County Pender
Project Number 99 1297 County2
Recvd From DCM Region Wilmington
Received Date 11/17/99 Recvd By Region
Project Type dredge
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
CAMA Waters O YO N 18-87-(25.5 SA ORW 30,624. 1 -
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more Info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y 0 N
Is Mitigation required? Q Y 0 N Recommendation: Q Issue OO Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This Office would recommend that the certification he Issued conditional that they do not dredge
during the April September 30 moratorium dates. That the project he done in such a manner so
as to not cause turbidity outside the immediate construction area to exceed 25 NTIJ.
cc: Regional Office Page Number 1
Central Office
Facility Name Lionel Mark Yow County Pender
Project Number 99 1297 Regional Contact: J. Steenhuis
Date: 1 /21 /2000
Comments (continued from page 1):
cc: Regional Office Page Number 2
Central Office
C
V

512 N. Salisbury St. Raleigh NC 27604 Phone [phone]
Rc:projects
Subject: Re:projects
Date: Fri, 21 Jan 2000 09:36:37 -0500
From: Joanne Steenhuis <[e-mail]>
To: Cyndi Bell <cyndi.belI@ncmai].net>, Shannon Stewart <[e-mail]>
Alright I have pushed these to the wire. With the following projects:
1) Lindon Brinn # 991287- no comment
2) Blue Point Marina # 991288 - issue conditional (that they prove that
they will not degrade WQ and that the WQ is good enough for the dolphins)
We should have some comments from APHIS (Animal & Plant Health Inspection
vice). I am concerned about this being by a marina.
3) Lionel Mark Yow #991297 - issue conditional -that they cannot dredge
during the Aprill-September 30 window for Marine fisheries
4) Carolina Beach State Park- # 991291 I know I have done this one and I
had no problem with it.
Joanne
Joanne Steenhuis <[e-mail]>
I of 1 1/21/00 10:25 AM
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Lionel Mark Yow 9 9 1 2 9 7
PROJECT NAME: Treasure Coast Yacht Club & Marina
2. LOCATION OF PROJECT SITE: Highway 210 & 50, Surf City, Pender County
Photo Index - JM: 25-313 Grid K,L-4 1M: 4 173 14 Grid J-19
State Plane Coordinates - X: 2 438 500 Y: 250 400
3. INVESTIGATION TYPE: CAMA D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - Numerous
Was Applicant Present - Agent and/or Applicant
5. PROCESSING PROCEDURE: Application Received - cc: October 28, 1999
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Surf City
Land Classification From LUP - Developed & Conservation
(B) AEC(s) Involved: PT, EW, ES, CW
(C) Water Dependent: Yes
(D) Intended Use: Marina & Land-Based Facilities
(E) Wastewater Treatment: Existing - Town of Surf City
Planned - Town of Surf City
(F) Type of Structures: Existing - Restaurant, Trailer Park, Dilapidated Docks
Planned - Ship's Store, Drystacks, Club House, Pool, Parking, Marina
(G) Estimated Annual Rate of Erosion: N/A
7. HABITAT DESCRIPTION:
[AREA]
Lxrixi?li r??? S ?$
A Vegetated Wetlands
(B) Non-Vegetated Wetlands
Open Waters /

?1? ? 1 ? ? ? 1300' x 60'
channel
520' x 80'
boat basin
(C) Other
High Ground Disturbed
91 Approx. 5 ac.

(D) Total Area Disturbed: 5.7 Acres
(E) Primary Nursery Area: Yes
(1) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant proposes to rebuild an existing, dilapidated marina and
construct new facilities on high ground (store, club house, pool, parking, dry stack).
Treasure Coast Yacht Club & Marina
Page 2
9. PROJECT DESCRIPTION
The project site is approximately six acres in size located at the intersection of Highway 50 and 210 in
Surf City, Pender County. The site was formerly called Surf City Marina and trailer park. The Page
House Restaurant is located on the site. The restaurant building / gift shop will be the only existing
development to remain in place if the proposed re-development project is authorized. The property owner
is proposing a total revamping of the site. The Mobile homes, old bulkhead, docks, boat ramp, etc. will
be removed. The bulkhead and docks within the marina are old and have sustained damage from multiple
hurricanes leaving them in terrible disrepair with little function. Hardly any natural vegetation exists on
the site due to intensive use.
The high ground property is located within the Estuarine Shoreline Area of Environmental Concern.
Dredging work is proposed within Public Trust and Estuarine Waters. These waters connect to the
Atlantic Intracoastal Waterway just North of the Surf City bridge. There is a small fringe of coastal
marsh along the existing shoreline comprised primarily of Spartina alterniflora. The widest area of marsh
along the shoreline is 5'-10', waterward of the proposed bulkhead. On sheet 1 of 4 the marsh is
delineated and is located between the "New Wooden Bulkhead" and the proposed docks. There are marsh
"islands" that are located off-shore of the site, between the land and the AIWW. No disturbance of
wetlands or marsh is proposed in conjunction with this development.
The proposal for the high ground requires that all of the existing mobile homes be removed. The
restaurant building would remain. After mobile homes are removed, the site would be used to
accommodate construction of the spoil disposal area for the proposed dredging project. Once the
dredging is finished and the spoil in the basin is dewatered, suitable spoil material will be used on the site.
Unsuitable material will be removed from the site to an approved location off of the island. Once the site
is prepared, the owner plans to construct a ships store, three dry-stack boat storage buildings (for 336
boats), club house, swimming pool and a paved parking lot with 147 parking spaces. Sizes of the existing
building and proposed buildings are listed on sheet 2 of 4 under "Tract Data". The impervious surface
coverage within the 75' estuarine shoreline AEC would be 30%. The impervious surface amount for the
entire tract of land is proposed to be 58 %. An 8'-wide wooden boardwalk is proposed around the entire
shoreline of the property. It is to be located over high ground.
The proposed commercial marina portion of the project consists of all brand new structures. Included
is a 10' wide by 110' floating dock with fuel service and pump out facilities. This floating dock is to
be located near the ship's store. No permanent boat slips are shown along this floating dock. Dockage
consists of a 285' by 6' wide fixed dock and a 670' x 8' boardwalk parallel to the shoreline with 13 finger
piers extending waterward providing boat access to the proposed 26 boat slips. Please see the plans for
exact layout of the boardwalk, docks, slips and finger piers. A 20' wide haul out, "drop area", is
situated through the fixed dock as shown on the plans. This area will be used to put in and take boats out
of the water for storage in the dry stack storage buildings.
The 26 boat slip count does not include temporary dockage along side the 110' floating fuel dock. All of
the proposed slips are situated along the fixed docks with finger piers in between. Twelve of the
proposed boat slips have been designed for large boats, with slips being 16'-17' wide by 42' long. The
remaining 14 slips are 14'-15' wide by 27' long. The proposed structures have been set back 15' from
the adjacent riparian corridor lines as is required by the rules. Approximately 29,000 square feet of
public trust / estuarine waters will be shaded by the proposed docks and slips.
Treasure Coast Yacht Club & Marina
Page 3
Approximately 700' of estuarine shoreline will be bulkheaded. A portion of the shoreline (about 350')
is bulkheaded now but is in very poor condition. That bulkhead will be replaced and the remainder of
the shoreline will be also be bulkheaded. The location of the new wall will be at mean high water or
landward of all coastal wetlands.
The final aspect of the proposed project is the maintenance dredging of the channel and harbor or "boat
basin" area between the proposed docks and the marsh island. The channel commences at the AIWW and
extends past several properties 1300 linear feet to the harbor area. The width of the proposed channel
is 50' with a 5' wide side slope on each side. See typical cross-section on Sheet 1 of 4. The harbor
dredging would be roughly 520' x 80' wide. The proposed depth is -6' at low tide. Existing depths are
shown on sheet 1 of 4 and range from -0.18 to -6.20 at low tide. The work would be accomplished by
hydraulic dredge and pumped into a proposed upland basin on the property. A cross section of the spoil
retention basin is shown on sheet 1 of 4.
In 1979, John Edward Yow applied for a maintenance dredging permit on the channel and' boat harbor.
The application requested the removal of 500 cubic yards of material down to a depth of -5' mean low
water. Also, with that 1979 application, Mr. Yow requested approval for construction of new docks.
1978 aerial photography and 1979 project drawings indicate that there were fewer boat slips (10-12) and
a slightly different dock configuration in 1978/79.
The water surrounding the Yow tract are classified as SA by the Division of Water Quality. They have
been designated as Primary Nursery Area by the Division of Marine Fisheries. However, due to the past
historical use as a marina, this localized area is closed to shell fishing.
10. ANTICIPATED IMPACTS
Turbidity will result from the dredging activity and construction of piers, docks and new bulkhead.
Shallow bottom habitat will be altered as a result of the proposed work. Public trust and estuarine waters
(29,000 square feet) will be shaded by the new structures. Wildlife that frequent this area will be
temporiarly displaced.
Approximately 5.4 acres of high ground will be disturbed as a result of this project. A sedimentation
control plan will be required and erosion control measure will be necessary to control sediment.
Impervious surface coverage will be 30% inside the 75' estuarine shoreline area of environmental
concern. 2.97 acres of impervious surface is proposed over the entire tract for a total impervious amount
of 58 %. An on-site stormwater control system is being proposed by the applicant and is depicted on
sheet 3 of 4 of the plans.
Waste water from the site will be handled by the existing municipal system, Town of Surf City.
Janet M. Russell / November 15, 1999 / Wilmington
PROJECT NARRATIVE
FOR
TREASURE COAST YACHT CLUB AND MARINA
r
The Treasure Coast Yacht Club and Marina is proposed for development on a 6.16 Acre
tract at the intersection of Hwy 210 and Hwy 50 within the corporate limits of the Town of Surf
City in Pender County. The site is currently developed and contains a mobile home park,
restaurant, real estate office, and the remains of a marina which formerly operated on the site.
The proposed project will include the construction of a 8725 S.F. ships store, three (3)
dry stack enclosures capable of containing a total of 336 boats, and a 7,500 S.F. club house. The
project also includes re-construction of the existing marina basin to include dredging the existing
entrance channel and basin to a 6 ft. Depth and the provision of 26 boat slips. The existing
restaurant will remain in place.
Dredging operations will be conducted by a hydraulic dredge with temporary disposal of
spoils materials on the site. Spoils will be contained within an earthen berm.. Future soil testing
will determine the suitability of the spoils material for use as fill material for the construction
project. Excess material will be transported to a mainland upland site owned by the Developer of
this project. It is proposed to use the corps of engineers spoil island on the south side of the Surf
City draw bridge for future maintenance dredging.
The project is proposed to be developed under the states redevelopment option for
CAMA and Stormwater permitting purposes. The total proposed project impervious areas have
been limited so as not to exceed the existing impervious areas (157,712 S.F.) The proposed
built-upon area within the 75 ft. A.E.C. is 30% (15,998 S.F. Impervious Surface; 53,265 S.F.
total area). In addition a sub-surface stormwater infiltration piping system consisting of a
network of underground 24" diameter perforated pipes encased in a gravel envelope has been
designed for the project in order to meet the Town of Surf City's requirement to retain the 1.5
inch rainfall event from the impervious area on site. The site will be graded such that all
stormwater from the impervious areas flows toward catch basins which feed the piping network.
C:\WPDOC\GRM \TRESCST.NAR
001T 2 8199
DWISlL),% yr
"CAS
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
1. APPLICANT s" r f `'' t u
a. Landowner:
c. Street address or secondary road number
-UC NwW 71 n anti u w4r Sn
Name Lionel Mark Yow and
Jennifer Arlene Yow
Address 19 0 0 Eastwood Rd. S U; P 11
City - _ Wilmington State NC
Zip 28403 DayPhone (A1o) 9S_ F_aadn
Fax (91o1 509_1 ?S2
b. Authorized Agent:
Name _Gordon R. Mc Adams
Parker & Associates, Inc.
Address Po Sox 976
City Jacksonville State .' Nr
Zip 6Day Phone ( 91 0 ) 4 5 5 - 2 41 4
Fax (91 ni 455--i441
c. Project name (if any) Tr as urp Coast- Yarb
Club and Marina
NOTE'.- Permit wiU be issued in name oJlando~r(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) -?at ors nmy
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, mating, bulkhead, pier, and
excavation and/or filling activities.
b. Is the proposed activity maintenance of an existing
project, new work, or both? Rnth
c. Will the project be for public, private or commercial
use? t'nmmcrrr; a 1
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages.
** Please see attached
a. County- Pender
Form DCNI-NiP-1
4. LAND kND WATER
CHARACTERISTICS
a. Size of entire tract 6.16 Acres
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or
NWL n
d. Soil type(s) and texture(s) of tract
Sand
e. Vegetation on tract _ Mar; +-; mQ t--,
a- sets
f. Man-made features now on tract rnmmarri n 1
buildings and mobil-e home mark
g. What is the CAMA Land Use Plan land
classification of the site? (consult the local lad use plan.)
c
Conservation
x_ Developed
Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
r_i
L Is the proposed project consistent with the applicable
zoning? X Yes No
(Anach zoning compliance cernficate, if tppiiaoble)
j. Has a professional archaeological assessment been
done for the tract? Yes _x No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register lister or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) _ g_ O her
If yes, has a delineation been conducted'' -X
(Attach documenmtion, if avai/ahie)
* Bulkhead location delineated by
Janet Russel.
m. Describe existing wastewater treatment facilities.
Tnwn r,f Surf City
Waste water SVRtPm
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial /commercial effluent, "wash
down" and residential discharges.)
Surfara Runnff
o. Describe existing drinking water supply source.
Town of Surf City
Water System
S. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by I1" white paper. (Refer to
Coastal Resources Commission Rule 7J.02033 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only iF an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of pla,
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
P. - 1.4 L?-
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project'to the Division of Coastal
i Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Boddi -No l 1 F.nf Prnri GP-,., TNr
Address 1021 Noell Lane
Phone Rocky Mount, NC 27802-1908
Name Donald K- Taifhar
Address P.O. Box 2268
Phone surf C'i fiW? NC 9R445
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
Cama Permit 81-79
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
- This is the 2-3 day of FGa 19
Print Name A
Signature ? `L' /4
Lmdo*w#o-er Authorized Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95
* No. 3-A'
Construction of ships store, parking lot, club house, dry stack, and marina including
bulkhead, docks, and maintenance dredging of existing channel and boat basin.
** No. 3-D
This project will involve the construction of a dry stack marina operation complete with
ships store, club house, dry stack building, and fueling station, new wooden docks,
parking lots, and a recreation area at the site of an existing delapitated marina and mobile
home park. Maintenance dredging of an existing channel and boat basin as well as
demolition of existing delapitated dock structure will also be completed. This project
will be a commercial marina operation and will provide Topsail Island with it's only
marina facility. Construction of the building will be by conventional building
techniques. Dredging of the channel by hydraulic dredging. Daily operations will be
consistent with typical dry stack marina facilities.
C:\W PDOC\GRM\TRESCST.APP

Form DCM-MP-2
EXCAVATION
AND FILL
(Except 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.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Existing Project
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Revised 03/95
iengm wtatu txptn
11 300' 4 60'-+14.5'±l 6.0±
N/A
520' ? 80'±14.0'1±1 6.0-±1
N/A
N/A
N/A
N/A
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 14, 2 P9 g. 3Z. +
b. Type of material to be excavated
Silty Sand
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes _X_ No
d. Highground excavation in cubic yards None
Site will be filled.
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area on site
b. Dimensions of disposal area
loot+ X 272'+
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where? rr,s of- Angi nar?rc
spoil site on-south side of
draw bridge.
Form DCNI-NIP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length
700'
c. Average distance waterward of MHW or NWL
0
d. Ma6imum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
None
(Source ofinformarion) Visual Obersavtion
f. Type of bulkhead or riprap material wooden
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill 9
h. Type of fill material N/A
i. Source of fill material N/A
4. OTHER FII.L ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No

If yes,
(1) Amount of material to be placed in the
water 0
(2) Dimensions of fill area2 7 0 ' X 5001 @
dry stack 260' X 100'@s hips store
(3) Purpose of fill Raise parking lots
for stormwater infilitration
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? _Per i m r hp-rm
with risor pipe assembly
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dreg
Hy aulic dredge for channel
maintenance dredging Graders and
backhoes for high ground site prep.
c. Will wetlands be cr:)ssed in transporting equipment
to project site? Yes x_ No
If yes, explain steps that will be taken to lessen
environmental impacts.
Applicant or Project Name
Signature
2-
D ate
Revised 03/95

Form DCM-NIP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h.
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed 5 Buildings: Ships
Store, Club House, and 3 Drystacks. i.
b. Number of lots or parcels l
c., Density (give the number of residential units and the
units per acre) N/A
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. Total site
disturbance approximately 5.4 Acres
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes X No
If yes, date submitted *Subynitt-pl Pending
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Asphalt
Give the percentage of the tract within 75 feet of
NlHW or ,NWI-, or within 575 feet in the case of an
Outst,mr ding Resource Water, to he covered by
:rnd'nr huilt-iipon surf;l - . su.h Is
(?;I?'t'rT1Crl(, hllli?ll(???, r??(??tt??hS, ??r (r, h.. irti ??? f ?r
Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes X No
If yes, date submitted *Submittal Pending
Describe proposed method of sewage disposal.
Connection to Town of Surf City's
Central ewer yFtem
j. Have the facilities described in Item i. above
received state or local approval? yRs
(Anach ag wprmre doannmmdon)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
Surface Runoff
I. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Surf City Water System
M. Will water be impounded?
If yes, how many acres? _
Yes X No
n. If the ?n?iect is a oceanfront developrpent, when
was the lot(sj platted and recorded? R/A
_'1'_rQasura -oast Ya ht Club & Marina
Applicant or frnj ct Name
Si luilurt

Form DC111-MP4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the*Joint Application which relate to
this proposed project.
a. * Dock(s) and/or Pier(s
(1) X Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
(5) Finger Piers X Yes No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes X No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed 26
(8) Proximity of structure to adjacent riparian
property lines 15 ft.
(9) Width of water body na-rowest point
(10) Water depth at waterward end of pier at
MLW or NWL 4' currentiv: ^edae to 6'
e. Mooring buoys N/A
(1) _ Commercial -Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial -Community _ Private
(2) Number
(3) Length N/A
(4) Width
g. Other (Give complete dexcription)
700 L.F. wooden bulkhead to be
built landward of all wetlands.
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
c

Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile. etc.)
(1) Length N/A
(2) Average distance from MH"', NWL or
wetlands
(3) !Maximum distance hevond NIH\V, NWL or
wcI!,ulds
Treasure Coast Yacht Club & Marina
Applicant or Project Name
"'-' /I - ^
Signature //
L j _3 A
Date
*670' X 8' wooden boardwalk located
behind bulkhead
285' X 6' dock
6-3' wide X 42' long finger piers
7-3' wide X 27' long finger piers
1-10' wide X 110' long floating
dock
Form DCM-MP-6
MARINA
DEVELOPMENT
(Required for the mooring of more than 10 vessels)
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.
1. MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
X Commercial Public Residential
b. Will the marina be open to the general public?
X Yes No
c. If there is residential development associated with
the marina, how many units or lots are planned and
how many are currently developed?
N/A
d. Check all of the types of services to be provided.
Full service, including travel lift and/or rail
X Dockage, fuel, and marine supplies
Dockage ("wet slips") only
Number of slips 2 6
3 3 6 Dry storage
Number of boats
Boat ramp(s)
Other (describe)
e. Check below the proposed type of siting.
Land cut and access channel
Open water with dredging for basin andlor
channel
Open water, no dredging required
X Other (describe)maintenance dredc
e er.istina channel and basin
f. Describe the typical boats to be served (for example,
open runabout, charter boats, sail boats, mixed
types). r'41 X '7 t r?r- s
g. Typical boat length 25 ft-
h.
Maximum boat length 50 ft.
i. Are any floating structures planned? Yes
If so, describe Floating fuel dock
2. MARINA OPERATIONS
a. Check each of the following sanitary: facilities that
will be included in the p q=W project.
X Office toilets
X Toilets for Patrons .
Number 2
Location ships store
Showers
X Boat holding tank pumpout
Type and location l ncated at fuel r3nck
b. Describe treatment type and disposal location for all
sanitary wastewater. Pump to gravity sewer
connection to Surf City Waste Water
Collection System
c. Describe the disposal of solid waste, fish offal and
trash disposal. Town of Surf City
Collection
d. How will overboard discharge of sewage from boats
ing be controlled? on-site management
and signage
Give the location and nurnher of "N, Sewage
Discharge" sirris proposed krki-d (Brut

L Us' 111 UL.?I .?11 -U
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.
_On--q i tP c nrmwater i.nfi 1 t-rat-i on
piping-
g. Where will residue from vessel maintenance be
disposed of? Scamp will be collected
in on-site stormwater infiltration
piping. Other through disposal with
Town of Surf City Was Mangy m pt.
h. Give the number of channel markers and "No
Wake" signs proposed.
L Give the location of fuel-handling facilities, and
describe the safety measures planned to protect area
water quality. Aiacent to dry stack V.
_Tanks will .contain rpt Ant i nn
structure designed in accordan P with
EPA standards.
j. Describe design measures that promote boat basin
flushing or circulation and that reduce water_ quality
impacts. Ex i s t- i n Q hna Y ha c i n
k. What will be the marina policy on overnight and
live-board dockage? _ Over night dockage
allowed, no live-aboard dockaae-
1. Is the proposed marina located near any shellfish
leases? Yes X No
If yes, give the name and address of the leaseholder.
m. If this project is an expansion of an existing marina,
what types of services are currently provided?
Reconstruction or an existing marina
which currently nas wet slips in
disreaair.
n. How many slips are now available? Approximatley
10 which are usab?e
o. Is the marina proposed within a primary or
secondary nursery area? X Yes No
p. Is the marina proposed within an area open to
shellfish harvesting Yes x_ No
q. Give the location and number of "Pumpout
Available" signs proposed. 4 along docks
Treasure Coast Yacht Club & Marina
Applicant or Project Name
nI ??
Signature
2 /Z?) /`L9
Date
kr?icrd lit vC
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Lionel Mark Yow
PROJECT NAME: Treasure Coast Yacht Club & Marina
2. LOCATION OF PROJECT SITE: Highway 210 & 50, Surf City, Pander County
Photo Index -1M: 25-313 Grid K,L-4 1Q.$.Q: 4 173 14 Grid J-19
State Plane Coordinates - X: 2 438 500 Y: 250 400
3. INVESTIGATION TYPE: CAMA D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - Numerous
Was Applicant Present - Agent and/or Applicant
5. PROCESSING PROCEDURE: Application Received - cc: October 28, 1999
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Surf City
Land Classification From LUP - Developed & Conservation
(B) AEC(s) Involved: PT, EW, ES, CW
(C) Water Dependent: Yes
(D) Intended Use: Marina & Land-Based Facilities
(E) Wastewater Treatment: Existing - Town of Surf City
Planned - Town of Surf City
(F) Type of Structures: Existing - Restaurant, Trailer Park, Dilapidated Docks
Planned - Ship's Store, Drystacks, Club House, Pool, Parking, Marina
(G) Estimated Annual Rate of Erosion: N/A
7.
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
A Vegetated Wetlands
(B) Non-Vegetated Wetlands 1300' x 60'
Open Waters channel
520' x 80'
boat basin
(C) Other Approx. 5 ac.
High Ground Disturbed
(D) Total Area Disturbed: 5.7 Acres
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: No
8
PROJECT SUMMARY: The applicant proposes to rebuild an existing, dilapidated marina and
construct new facilities on high ground (store, club house, pool, parking, dry stack).
Treasure Coast Yacht Club & Marina
Page 2
9. PROJECT DESCRIPTION
The project site is approximately six acres in size located at the intersection of Highway 50 and 210 in
Surf City, Pender County. The site was formerly called Surf City Marina and trailer park. The Page
House Restaurant is located on the site. The restaurant building / gift shop will be the only existing
development to remain in place if the proposed re-development project is authorized. The property owner
is proposing a total revamping of the site. The Mobile homes, old bulkhead, docks, boat ramp, etc. will
be removed. The bulkhead and docks within the marina are old and have sustained damage from multiple
hurricanes leaving them in terrible disrepair with little function. Hardly any natural vegetation exists on
the site due to intensive use.
The high ground property is located within the Estuarine Shoreline Area of Environmental Concern.
Dredging work is proposed within Public Trust and Estuarine Waters. These waters connect to the
Atlantic Intracoastal Waterway just North of the Surf City bridge. There is a small fringe of coastal
marsh along the existing shoreline comprised primarily of Snartina alterniflora. The widest area of marsh
along the shoreline is 5'-10', waterward of the proposed bulkhead. On sheet 1 of 4 the marsh is
delineated and is located between the "New Wooden Bulkhead" and the proposed docks. There are marsh
"islands" that are located off-shore of the site, between the land and the AIWW. No disturbance of
wetlands or marsh is proposed in conjunction with this development.
The proposal for the high ground requires that all of the existing mobile homes be removed. The
restaurant building would remain. After mobile homes are removed, the site would be used to
accommodate construction of the spoil disposal area for the proposed dredging project. Once the
dredging is finished and the spoil in the basin is dewatered, suitable spoil material will be used on the site.
Unsuitable material will be removed from the site to an approved location off of the island. Once the site
is prepared, the owner plans to construct a ships store, three dry-stack boat storage buildings (for 336
boats), club house, swimming pool and a paved parking lot with 147 parking spaces. Sizes of the existing
building and proposed buildings are listed on sheet 2 of 4 under "Tract Data". The impervious surface
coverage within the 75' estuarine shoreline AEC would be 30%. The impervious surface amount for the
entire tract of land is proposed to be 58%. An 8'-wide wooden boardwalk is proposed around the entire
shoreline of the property. It is to be located over high ground.
The proposed commercial marina portion of the project consists of all brand new structures. Included
is a 10' wide by 110' floating dock with fuel service and pump out facilities. This floating dock is to
be located near the ship's store. No permanent boat slips are shown along this floating dock. Dockage
consists of a 285' by 6' wide fixed dock and a 670' x 8' boardwalk parallel to the shoreline with 13 finger
piers extending waterward providing boat access to the proposed 26 boat slips. Please see the plans for
exact layout of the boardwalk, docks, slips and finger piers. A 20' wide haul out, "drop area", is
situated through the fixed dock as shown on the plans. This area will be used to put in and take boats out
of the water for storage in the dry stack storage buildings.
The 26 boat slip count does not include temporary dockage along side the 110' floating fuel dock. All of
the proposed slips are situated along the fixed docks with finger piers in between. Twelve of the
proposed boat slips have been designed for large boats, with slips being 16'-17' wide by 42' long. The
remaining 14 slips are 14'-15' wide by 27' long. The proposed structures have been set back 15' from
the adjacent riparian corridor lines as is required by the rules. Approximately 29,000 square feet of
public trust / estuarine waters will be shaded by the proposed docks and slips.
Treasure Coast Yacht Club & Marina
Page 3
Approximately 700' of estuarine shoreline will be bulkheaded. A portion of the shoreline (about 350')
is bulkheaded now but is in very poor condition. That bulkhead will be replaced and the remainder of
the shoreline will be also be bulkheaded. The location of the new wall will be at mean high water or
landward of all coastal wetlands.
The final aspect of the proposed project is the maintenance dredging of the channel and harbor or "boat
basin" area between the proposed docks and the marsh island. The channel commences at the AIWW and
extends past several properties 1300 linear feet to the harbor area. The width of the proposed channel
is 50' with a 5' wide side slope on each side. See typical cross-section on Sheet 1 of 4. The harbor
dredging would be roughly 520' x 80' wide. The proposed depth is -6' at low tide. Existing depths are
shown on sheet 1 of 4 and range from -0.18 to -6.20 at low tide. The work would be accomplished by
hydraulic dredge and pumped into a proposed upland basin on the property. A cross section of the spoil
retention basin is shown on sheet 1 of 4.
In 1979, John Edward Yow applied for a maintenance dredging permit on the channel and boat harbor.
The application requested the removal of 500 cubic yards of material down to a depth of -5' mean low
water. Also, with that 1979 application, Mr. Yow requested approval for construction of new docks.
1978 aerial photography and 1979 project drawings indicate that there were fewer boat slips (10-12) and
a slightly different dock configuration in 1978/79.
The water surrounding the Yow tract are classified as SA by the Division of Water Quality. They have
been designated as Primary Nursery Area by the Division of Marine Fisheries. However, due to the past
historical use as a marina, this localized area is closed to shell fishing.
10. ANTICIPATED IMPACTS
Turbidity will result from the dredging activity and construction of piers, docks and new bulkhead.
Shallow bottom habitat will be altered as a result of the proposed work. Public trust and estuarine. waters
(29,000 square feet) will be shaded by the new structures. Wildlife that frequent this area will be
temporiarly displaced.
Approximately 5.4 acres of high ground will be disturbed as a result of this project. A sedimentation
control plan will be required and erosion control measure will be necessary to control sediment.
Impervious surface coverage will be 30% inside the 75' estuarine shoreline area of environmental
concern. 2.97 acres of impervious surface is proposed over the entire tract for a total impervious amount
of 58 %. An on-site stormwater control system is being proposed by the applicant and is depicted on
sheet 3 of 4 of the plans.
Waste water from the site will be handled by the existing municipal system, Town of Surf City.
Janet M. Russell / November 15, 1999 / Wilmington
Fora: DCM-MP-1
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
1. APPLICANT S i, r f r i t-1z
c. Street address or secondary road number
a. Landowner: Ur' w4 21 n a n fj HwU c ;n
Name Lionel Mark Yow and
Jennifer Arlene Yow
Address 1900 Eastwood Rd, Suite 11
City Wilmington State NC
d. Is proposed work within city limits or planning
jurisdiction? X_ Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) ygators Say
Zip 28403 Day Phone (91 n) 7r,&-a4an
Fax [phone]
b. Authorized Agent:
Name Gordon'R. Mc Adams. P.E_
Parker & Associates, Inc. .`
Address PO Box' 976
City Jacksonville State NC
Zip 28543 6Day Phone [phone]
Fax (910) 4ss-3441
c. Project name (if any) Treasure Coast Yacht
Club and Marina
NOTE.- Permit will be issued in name of landowner(s), and/or
project nano.
2. LOCATION OF PROPOSED
PROJECT
3. DESCRIPTION AND PLANK.ED USE
OF PROPOSED PROJECT
a. Liu all development activities you propose (e.g.
budding a bome, motel, marina, bulkhead, pier, and
exc radon and/or filling activit a.
* Floaro sco ?*??^ro?a
b. Is the proposed activity maintenance of an existing
project, new work, or both? Roth
c. Will the project be for public, private or commercial
use? roMmcrr-ia1
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages.
** Please see attached
a. County Pender
Form DCNI-NIP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 6.16 Acres
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or
NWL
d. Soil type(s) and texture(s) of tract
Sand
e. Vegetation on tract M -= f mo asses
f. Man-made features now on tract rr)mmPrr i a 1
buildings and mobile home nark
g. What is the CAMA Land Use Plan land
classification of the site? (consult dw local lm d use plan.)
Conservation
y_ Developed
Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
r_1
L Is the proposed project consistent with the applicable
zoning? X Yes No
(Anach zoning complianee cernficau, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes x_ No'
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No .
Are there wetlands on the site? X Yes No
Coastal (marsh) 3- Other
x
If yes, has a delineation been conducted"
(Attach documentation, if availahir)
m. Describe existing wastewater treatment facilities.
Tnwn of surf City
watt water System
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial /commercial effluent, "wash
down" and residential discharges.)
SL]rfar-P Rnnnff
o. Describe existing drinking water supply source.
Town of Surf City
Water System
S. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy or the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 71.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only i` an
adequate number of quality copies are provide.' bN
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
* Bulkhead location delineated by
Janet Russel.
Form DCNI-NIP-1
4. LAND AINM WATER
CHARACTERISTICS
m. Describe existing wastewater treatment facilities.
Tnwn of Surf City
Waste water system
a. Size of entire tract 6.16 Acres
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or
NWL r n
d. Soil type(s) and texture(s) of tract
Sand
e. Vegetation on tract Maritime 6ras6A6
f. Man-made features now on tract Cnmmarri a 1
buildings and mobile home nark
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plat.)
c
Conservation Transitional
_x Developed Community
Rural Other
h. How is the tract zoned by local government?
r_1
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes x_ No
if yes, by whom?
k. Is the project located in a ?rational Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
Are there wetlands on the site? X Yes No
Coastal (marsh) y_ O:.her
If yes, has a delineation been conducted? x
(Anach documentation, if ovailahie)
* Bulkhead location delineated by
Janet Russel.
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
Surface- Riinnf f
o. Describe existing drinking water supply source.
Town of Surf city
water System
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an S 1/2" by 1.1" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are providea by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of large:
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
jl,,, a 1•t U:
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
s further certifies that such notice has been provided.
Name Boddie-Notll EntF?rpri cac.,TNC
Address 1021 Noell Lane
Phone Rocky Mount, NC 27802-1908
Name Dana 1 r7 H T.n1-hcr
Address P. O. Box 2268
Phone Surf (Ii t-17. MC ,2,11 Q 5
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
Cama Permit 81-79
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
- This is the 2-3 day of FG a , 19-2-9.
Print Name
Signature P,?L1' A
iaodo~L Authored Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95
* No. 3-A'
Construction of ships store, parking lot, club house, dry stack, and marina including
bulkhead, docks, and maintenance dredging of existing channel and boat basin.
** No. 3-D
This project will involve the construction of a dry stack marina operation complete with
ships store, club house, dry stack building, and fueling station, new wooden docks,
parking lots, and a recreation area at the site of an existing delapitated marina and mobile
home park. Maintenance dredging of an existing channel and boat basin as well as
demolition of existing delapitated dock structure will also be completed. This project
will be a commercial marina operation and will provide Topsail Island with it's only
marina facility. Construction of the building will be by conventional building
techniques. Dredging of the channel by hydraulic dredging. Daily operations will be
consistent with typical dry stack marina facilities.
C:\WPDOC\GRM\TRESCST.APP
Form DCM-MP-2
EXCAVATION
AND FILL
(Except 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.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Eansting Project
Leneth Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
1300' 60'+ 4.5'± 6.0±
N/A
520' 80'+ 4.0 6.01±
N/A

N/A

jX.:4 C. 1. 3?

N/A

N/A
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 14, 2 Q Q 934 +
b. Type of material to be excavated
Silty Sand
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes x No
d. Highground excavation in cubic yards None
Site will be filled.
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area on Site
b. Dimensions of disposal area
Inn, + X 272'±
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where? rn-r c of- engi mars
spoil site on south side of
draw bridge.
Revised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length
700'
If yes,
(1) Amount of material to be placed in the
water 0
(2) Dimensions of fill area 2 7 0' X 500' @
dry stack 260' X 100'@s hips sto
(3) Purpose of fill Rai--g- narking lots
for stormwater infilitration
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
c. Average distance waterward of MHW or NWL
0
d. Ma6imum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
None
(source ofinformarion) Visual obersavtion
f. Type of bulkhead or riprap material wooden
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material N/A
i. Source of fill material N/A
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Perimeter berm
with risor pipe assembly
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
Hy??e ulic dredge for channel
maintenance dredging. Graders and
backhoes for high ground site prep
c. Will wetlands be crassed in transporting equipment
to project site? Yes x No
If yes, explain steps that will be taken to lessen
environmental impacts.
Applicant or Project Name
Signature
z 12.-3
/9 9
Date
Revised 03/95
Form DCM-NIP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length
700'
c. Average distance waterward of MHW or NWL
0
d. Ma6imum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
None
(Source ofinformation) Visual Obersavtion
f. Type of bulkhead or rprap material wooden
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill r,
h. Type of fill material N/A
i. Source of fill material N/A
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
If yes,
(1) Amount of material to be placed in the
water 0
(2) Dimensions of fill area270' X 500' @
dry stack 260' X 100'@s hips stor
(3) Purpose of fill Rai.-;p parking lots
for stormwater infilitration
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? _Per; meter herm
with risor pipe assembly
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dreg
Hy aulic dredge for channel
maintenance dredging. Graders and
backhoes for high ground site prep.
c. Will wetlands be crassed in transporting equipment
to project site? Yes x No
If yes, explain steps that will be taken to lessen
environmental impacts.
Applicant or Project Name
Signature
2 IZ-3 A q
Date
Revised 03/95
Firm DCNI-NIP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed 5 Buildings: Ships
Store, Club House, and 3 Drystacks.
b. Number of lots or parcels
1
c. Density (give the number of residential units and the
units per acre) N/A
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes x No *
If yes, date submitted *Submittal Pending
i. Describe proposed method of sewage disposal.
Connection to Town of Surf City's
Central ewer System
j. Have the facilities described in Item i. above
received state or local approval? YEs
(Atraah appropriate documentation)
k. Describe location and type of proposed discharges to
d. Size of area to be graded, filled or disturbed waters of the state (for eaampie, surface runoff,
including roads, ditches, etc. Total site sanitary wastewater, industrial/commercial effluent,
disturbance approximately 5.4 Acres "wash down" and residential discharges).
Surface Runoff
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes x No
If yes, date submitted *S ,brm; i Pend in?
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to he used for paved surfaces.
Asphalt
Give the percentage of the tract within 75 feet of
NlHW or !AWL, or within 575 feet in the case of an
Outstanding kesour,:e NA'ater, to he covered hN'
:1nJ'nr huilt-upon surf:l::?, such is
hulldw," rootttlp.',, or t,.'
I. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Surf City Water System
m. Will water be impounded?
If yes, how many acres? _
Yes Y No
n. If the prole:; is a oceanfront develorrPeat, when
was the lo*,, platted and recorded? IVA
Treasure Coast Yacht club & Marina
Applicant or Nroj?ct Name
5iy;rU?turr
2 /z1
I,'lIt
Fore, DCNI-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. * Dock(s) and/or Pier(s)
(1) X Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
(5) Finger Piers X Yes No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes X No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed 26
(8) Proximity of structure to adjacent riparian
property lines 1 5 ft.
e. Mooring buoys N/A
(1) _ Commercial -Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial -Community _ Private
(2) Number
(3) Length N/A
(4) Width
g. Other (Give complete description)
700 L.F. wooden bulkhead to be
(9) Width of water body ian `-._ n, nn^^-nWest poin
(10) Water depth at waterward end of pier at
MLW or NWL 4' curren. -red;ze to 5'
b
c
Boathouse (including covered lifts)
(1) Commercial -
(2) Length
(3) Width
Groin (e.g. wood, sheetpile, etc.)
(1) Number
('d) Length(s)
d. Breakwater {e.b. wood, sheetpile
(1) Length N/A
(2) Average distan,:e from
wetIan's
(.3) !Maximum distance hevond
wetLu?ds
N/A

Private
built landward of all wetlands.
t
Treasure Coast Yacht Club & Marina
Applicant or Project Name
Signature
!`:°?
I-_3
Date
P. e.?.1
*670' X 8' wooden boardwalk locate
INIHIA', NA'L or behind bulkhead
285' X 6' dock
11HN Vl_ or 6-3' wide X 42' long finger piere
7-3' wide X 27' long finger pierE
1-10' wide X 110' long floating
dock
Form DCM-MP-6
MARINA
DEVELOPMENT
(Required for the mooring of more than 10 vessels)
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.
h. Maximum boat length
50 ft.
g. Typical boat length
25 ft.
1. MARIlqA CHARACTERISTICS
a. Check below the type of marina proposed.
X Commercial Public Residential
b. Will the marina be open to the general public?
X Yes No
c. If there is residential development associated with
the marina, how many units or lots are planned and
how many are currently developed?
N/A
d. Check all of the types of services to be provided.
Full service, including travel lift and/or rail
X Dockage, fuel, and marine supplies
Dockage ("wet slips") only
Number of slips 26
3 3 6 Dry storage
Number of boats
Boat ramp(s)
Other (describe)
e. Check below the proposed type of siting.
Land cut and access channel
Open water with dredging for basin and/or
channel
Open water, no dredging required
X Other (describe)maintenance drejging
U? el.i5tin? channel and basin
f. Describe the typical boats to be served (for example,
open runabout, charter boats, sail boats, mixed
jype. F ; X?q t
i. Are any floating structures planned? Yes
If so, describe Floatincr fuel dock
2. MARINA OPERATIONS
a. Check each of the following sanitary: facilities that
will be included in the proposed project.
X Office toilets
X Toilets for patrons
Number 2
Location ships store
Showers
X Boat holding tank pumpout
Type and location l n n- A t- a r7 ;;t- f o a l ri n c k
b. Describe treatment type and disposal location for all
sanitary wastewater. Pump to gravity sewer
connection to Surf City Waste Water
Collection System
c. Describe the disposal of solid waste, fish offal an?
trash disposal. Town of Surf City
Collection
d. How will overboard discharge of sewage from boats
be controlleL? on- si to management
an= signage
Gist the lo:a•.ion and number of "N, Sewage
Dis::harge" signs hrorxiseij

Ui 111 UL,.?I•.?11"-U
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.
On-Gite stc)rmwateri.nfiltratinn
pining-
g. Where will residue from vessel maintenance be
disposed of ? Snmp will be collected
in on-site stormwater infiltration
piping. Other through disposal with
Town of Surf Citv Waste Management.
h. Give the number of channel markers and "No
Wake" signs proposed.
L Give the location of fuel-handling facilities, and
describe the safety measures planned to protect area
water quality. AJ acent to dry stack V.
Tanks will contain- retentinn_
structure designed in accordance with
EPA standards.
j. Describe design measures that promote boat basin
flushing or circulation and that reduce water quality
impacts. F.xi etti ng hnat- haci n
k. What will be the marina policy on overnight and
live-board dockage? Over night dockage
allowed, no live-aboard dockage.
1. Is the proposed marina located near any shellfish
leases? Yes X No
If yes, give the name and address of the leaseholder.
m. If this project is an expansion of an existing marina,
what types of services are currently provided?
Reconstruction c an existina marina
wnicn currentiv nas wet slips in
disrepair.
n. How many slips are now available? Anproximatley
10 which are usab?e.
o. Is the marina proposed within a primary or
secondary nursery area? X Yes No
p. Is the marina proposed within an area open to
shellfish harvesting) Yes X No
q. Give the location and number of "Pumpout
Available" signs proposed. 4 along docks
Treasure Coast Yacht Club & Marina
Applicant or Project Name
Signature
2 L / R.9
Date
key iced (11 4.4
PROJECT NARRATIVE
FOR
TREASURE COAST YACHT CLUB AND MARINA
11
The Treasure Coast Yacht Club and Marina is proposed for development on a 6.16 Acre
tract at the intersection of Hwy 210 and Hwy 50 within the corporate limits of the Town of Surf
City in Pender County. The site is currently developed and contains a mobile home park,
restaurant, real estate office, and the remains of a marina which formerly operated on the site.
The proposed project will include the construction of a 8725 S.F. ships store, three (3)
dry stack enclosures capable of containing a total of 336 boats, and a 7,500 S.F. club house. The
project also includes re-construction of the existing marina basin to include dredging the existing
entrance channel and basin to a 6 ft. Depth and the provision of 26 boat slips. The existing
restaurant will remain in place.
Dredging operations will be conducted by a hydraulic dredge with temporary disposal of
spoils materials on the site. Spoils will be contained within an earthen berm.. Future soil testing
will determine the suitability of the spoils material for use as fill material for the construction
project. Excess material will be transported to a mainland upland site owned by the Developer of
this project. It is proposed to use the corps of engineers spoil island on the south side of the Surf
City draw bridge for future maintenance dredging.
The project is proposed to be developed under the states redevelopment option for
CAMA and Stormwater permitting purposes. The total proposed project impervious areas have
been limited so as not to exceed the existing impervious areas (157,712 S.F.) The proposed
built-upon area within the 75 ft. A.E.C. is 30% (15,998 S.F. Impervious Surface; 53,265 S.F.
total area). In addition a sub-surface stormwater infiltration piping system consisting of a
network of underground 24" diameter perforated pipes encased in a gravel envelope has been
designed for the project in order to meet the Town of Surf City's requirement to retain the 1.5
inch rainfall event from the impervious area on site. The site will be graded such that all
stormwater from the impervious areas flows toward catch basins which feed the piping network.
C: \WPDDC\GRM\TPW SCST.NAR
00T 2 8190_
D!V11yr
fi
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
December 3, 1999
IN REPLY REFER TO
Regulatory Division
Action ID No. 200000462
Mr. John Dorney
Division of Water Quality
North Carolina Department
Environment and Natural
1621 Mail Service Center
Raleigh, North Carolina
Dear Mr. Dorney:
of
Resources
27699-1162
cci

Reference the application of Lionel M. and Jennifer A. Yow for
Department of the Army authorization and a State Water Quality Certification
to rebuild the existing Treasure Coast Yacht Club and Marina including
maintenance dredging of the channel and boat harborand the proposed
construction of new docks and a bulkhead in Waters Bay, Surf City, Pender
County, North Carolina. Your receipt of this letter verifies your acceptance
of a valid request for certification in accordance with Section 325.2(b)(ii)
of our administrative regulations.
We are considering authorizing the proposed activity pursuant to Section
404 of the Clean Water Act, and we have determined that a water quality
certification is required under the provisions of Section 401 of the same law.
A Department of the Army permit will not be granted until the certification
has been obtained or waived.
According to our administrative regulations, 60 days is reasonable for
State action. Therefore, if you have not acted on the request, or asked for an
extension of time, by January 18, 2000, the District Engineer will deem that
waiver has occurred.
Questions or comments may be addressed to the undersigned, available at
telephone [phone].
Sincerely,
Jeffrey H. Richter
Project Manager
Wilmington Field Office
Copy Furnished:
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638