20070432 Ver 1_CAMA Application_20070309

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
March 8, 2007 X 7 0 4 3 2
MEMORANDUM:
TO: Cyndi Karoly, Supervisor
401 Oversight & Express Permits Unit
Division of Water Quality-Surface Water Protection
FROM:
SUBJECT:
Applicant
Doug Huggett, Major Permits Coordinator
CAMA Dredge & Fill Permit Application Review
Mason Landing Yacht Club, LLC c/o Steve Saieed
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Project Location: 1927 Turner Nursery Rd., at the former Johnson Marina, adjacent to the AIWW and
Middle Sound, in Wilmington, New Hanover Co.
Proposed Project: redevelopment of the upland portion of an existing commercial marina facility into
a 25-lot residential subdivision with associated clubhouse, pool and parking
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by March 29, 2007. If you have any questions regarding the proposed project, contact Robb
Mairs at [phone], when appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] Fes: 917-395-39641 Internet: www.nccoastaimanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Mason Landing Yacht Club, LLC c/o Steve Siaeed
PROJECT NAME: Mason Landing Yacht Club
2. LOCATION OF PROJECT STI'E: The project is located at 1927 Turner Nursery Road at the former Johnson
Marina site, adjacent to the Atlantic Intracoastal Waterway and Middle Sound, in Wilmington, New Hanover Co.
Photo Index - 2006: 22-7428:17-18, I-N 2000: 22-277:17-18, 1-N 199,: 22-259:6-7. 1 I-N
State Plane Coordinates - X: 2370811 Y: 189600 GPS - 0-040516A
Latitude: 34°15'52.70990"N Longitude: 77°46'22.03865"W
3. INVESTIGATION TYPE: CAMA/ D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 04/05/06 and 01/30/07
Was Applicant Present -Yes (agent)
5. PROCESSING PROCEDURE: Application Received - 02/15/07 (completed)
Office -Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Wilmington /New Hanover Co.
Land Classification From LUP - Conservation/Resource Protection
(B) AEC(s) Involved: ES, OR
Water Dependent: No
. (D) Intended Use: Private Residential Subdivision
(E) Wastewater Treatment: Existing -Municipal sewer
Planned- Municipal sewer
(F) Type of Structures:
Existing -Abandoned marina, including highground boat and trailer storage, repair facility, residential
dwellings and associated driveways and parking areas
Planned - 25-lot residential subdivision, clubhouse, pool and parking area for marina
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED nTHF,R
(A) Vegetated Wetlands ("404 type")
(B) Non-Ve etated Wetlands (O en water)
(C) Other - Highground
(including road const. and uplands fill) 5.7 acres
(disturbed)
(D) Total Area Disturbed: 5.7acres
(E) Primary Nursery Area: No
(F) Water Classification: SA-ORW Open: No
PROJECT SUMMARY: The applicant is proposing to redevelop the upland portion of an existing commerci a1 marina facility
into a 25- lot residential subdivision with associated marina clubhouse, pool and parking.

Mason Landing Yacht Club, LLC c/o Steve Siaeed
Page Two
9. PROJECT DESCRIPTION
The project is located at 1927 Tunier Nursery Road, adjacent to the AIWW /Middle Sound, near Wilmington, in
New Hanover County. To locate the property from Market Street (NC Highwayl7), turn onto Middle Sound Loop
Road and continue east past Ogden Elementary School approximately 2 miles. Turn left on Mason Landing Road
and travel approximately 0.1 miles. Turn right onto Turner Nursery Road and the property of interest will be
located on the left. The property encompasses approximately 9.97 acres and was the former location of Johnson's
Marina, which has recently been sold. The existing residential and commercial buildings have been or are
currently in the process of being demolished. There is an existing gravel road located on the southern end of the
property that leads to a paved peninsula located on the most eastern end of the property. The peninsula has been
historically used as trailer parking for the associated boatramp located on the northern end of peninsula. The paved
parking areas, driveways and foundations remain. As a result of incremental paving at the site, the application
states that approximately 64% of the site within the 575' Estuarine Shoreline Area of Environmental Concern
(AEC) and approximately 42% of the overall site is impervious. The majority of the impervious surface consists of
poured concrete, from which the majority of the surface runoff drains directly into the onsite wetlands and boat
basin through an existing culvert, measuring approximately 137' in length by 18" in diameter. This culvert is
located on the north end of the property, adjacent to the commercial metal building. The existing marina contains
approximately 60 wet slips comprised of floating docks and finger piers. Steel and wooden bulkheads stabilize
portions of the interior section of the marina basin. There is also an existing highground wooden retaining wall
that stabilizes the highground area between the gravel access road and the metal building (Sheet 1 of 5). The
applicant and adjacent riparian property owner recently received a joint CAMA General Permit No. 47450 for a
new bulkhead along the shared northern portion of the property. The current application only involves the
proposed upland portion of the property at this time.
The upland area averages approximately 16' above mean sea level (MSL) and includes approximately 1,430 linear
feet of shoreline along the man-made basin and the AIWW. High ground vegetation consists of infixed hardwoods.
There is a small pocket of §404 Type Wetlands (approximately 840 sq. ft.) located on the northern end of the
property. There is also another area of §404 Type Wetlands (approximately 15,746 sq. ft.) located on the western
end of the property. Coastal Wetlands exist on the south side of the peninsula and consist primarily of Smooth
Cordgrass Marsh (Spartina alterniflora). Other mixed species of Coastal Wetlands include: Glasswort (.S'alicornia
sp.), Sea Lavender (Limonium sp.) and Salt Meadow Grass (Spartina patens). Transitioning to §404 Type
Wetlands including: Marsh Elder (Iva frutescens), Wax Myrtle (Myrica cerifera L.), Sea Oxeye (Borrichia
frutescens) and Common Reed (Phragmites australis). Small pockets of Coastal Wetlands also exist along the
north and south side of the existing basin also consisting primarily of Smooth Cordgrass (Spartina altc>rniflora).
An area of marsh, approximately 300' in width, borders the northern side of the access channel to the basin, which
primarily consists of Smooth Cordgrass (Spartina altern~ora).
The waters of Middle Sound, directly adjacent to the project site, are classified as SA-ORW by the North Carolina
Division of Water Quality. They are not designated as a Primary Nursery Area (PNA) by the N.C. Division of
Marine Fisheries, and they are closed to the harvest of shellfish. The upstream area of Pages Creek, which the
western portion of the project drains to, is classified as SA by the North Carolina Division of Water Quality, is
designated as a Primary Nursery Area by the Division of Marine Fisheries, and is closed to the harvest of shellfish.

Mason Landing Yacht Club, LLC c/o Steve Siaeed
Page Three
PROPOSED PROJECT
The applicant is proposing to redevelop the upland portion of the former commercial marina facility into a
25- lot residential subdivision with associated marina clubhouse, pool and parking. Development would include
the clearing and grading of approximately 5.7 acres of the site for road and utility installation and lot preparation.
The property would be divided into 25 lots at a density of 2.5 units per acres. The new lots, with associated
clubhouse would be served by a 20' private driveway located within a 40' right-of--way extending from Turner
Nursery Road. The new clubhouse and associated pool would be constructed at the location of existing metal.
commercial service building located at the head of the existing boat basin. Dimensions of the marina clubhouse
would be approximately 90'x 80'. The existing culvert located on the northern end of the property would be
replaced with a 137' in length by 30" in diameter culvert, which would continue to drain into the basin. The
application states that during the construction of the proposed development, the majority of the impervious area
would be removed in order to restore open space. The project would. create 65% open space within the 575'
Estuarine Shoreline AEC, which would result in a 29% increase in open space within the AEC (See Sheet 2 of 5).
The application states that approximately 41,479 sq. ft. of pervious pavement would be utilized throughout the
project in accordance with N.C. Division of Water Quality Stormwater BMP Manual to further reduce runoff. This
would include the entire peninsula, parking areas, driveways, amenities and access roads (See Sheet 5 of 5).
10. ANTICIPATED IMPACTS
The proposed road construction and site grading would disturb approximately 5.7 acres (246,811 sq. ft.) of high
ground. Total impervious surface coverage within the 575' Estuarine Shoreline AEC would be 30%. The
application states that New Hanover County Engineering Department has issued a Construction Authorization
(#363-01/04/07) for the development. A state Stormwater Permit through the N.C. Division of W~~ter Ou~ili~~.
(SW8 060720) was issued on 10/10/06. A Well Site Approval through the N.C. Division of t~nvirc~nmrntai
Health, Public Water Supply Section, (PWS ID No. 70-65-035) was issued on 1/22/07. The application also states
that a Sedimentation and Erosion Control Plan was submitted to New Hanover County on 10/04/06. A §404
Wetlands delineation has been completed and was approved on 1/30/06 by the U.S. Army Corp of Engineers
(USACOE). The application states that due to a moratorium on all jurisdictional determinations, the applicant is
unsure as to when it will be issued. The application also states that the documentation would be submitted upon
receipt.
Submitted by: Robb Mairs Date: 3/8/07 Office: Wilmington

Project Narrative
The Mason Landing Yacht Club will consist of a 25 lot subdivision, with an amenities
complex including a clubhouse, a pool and pool house, and private access to water
recreation.
Existing Conditions
The project site consists of the old Johnson Marina, a commercial boat storage and repair
facility, and numerous residential dwellings throughout the property. In the existing
condition, the majority of the site has been paved to accommodate parking and boat
storage. As a result of the excessive paving, approximately 64% of the site within the
575' Area of Environmental Concern (AEC) is currently impervious, and the site is
currently 42% impervious for the entire site. The majority of the impervious surface
consists of poured concrete, see attached site pictures. The runoff from the onsite
impervious surfaces currently drains into onsite wetlands and boat basin with no
supplemental water quality treatment due to a lack of a stormwater management system.
The project site also contains a 60 slip boat basin and boat ramp.
Proposed Project
The proposed project will result in an aesthetic, water-based, environmentally friendly
development. The proposed impervious area within the AEC will be 30%, resulting in a
34% reduction in the impervious area within the AEC. In order to minimize the amount
of impervious area within the AEC to the greatest extent possible, the project has been
designed to incorporate the use of both impervious and pervious pavement.
Approximately 41,479 sf of pervious pavement will be utilized throughout the project in
areas meeting the guidelines for use of pervious pavement, established in Section 3.10.6
of DWQ's Stormwater BMP Manual. The pervious pavement will provide the hardscape
needed for parking lots, driveways and roads, while allowing infiltration of stormwater.
The pervious pavement will be utilized in areas including driveways, amenities center
parking area, the marina parking area and portions of the access roads.
During the construction of the proposed development, the majority of the impervious area
will be removed in order to restore open space within the development.. The proposed
project will create 65% open space within the AEC, resulting in a 29% increase in open
space within the AEC.
The project will provide water quality treatment to all impervious runoff through a
grassed Swale detention system, which has been approved by the Division of Water
Quality (Permit #SW8-060720). A curb and gutter system will capture all stormwater
runoff, and provide water quality treatment through a grassed dry detention basin. The
detention basin will outfall into the onsite wetlands through level spreaders. Treated
stormwater will flow through the onsite wetlands prior to outfalling into the boat basin,
further improving water quality.
F~ EC~Ii/ED
DCi~1 lNILN1lNGTQ~~I, NC
~ EB ~ 5 2007

The combination of the reduction of overall impervious area, increase in open space and
water quality treatment of runoff will result in a positive improvement to the water
quality within the boat basin and improvements to the water quality of the adjacent
Outstanding Resource Waters (ORW).
The permitting of alterations to the boat basin and boat slips will be submitted under a
separate application in the future. However, it should be noted that the final project
proposes the reduction of the overall number of boat slips from 60 slips to 56 slips.
Non-Conforming Development
Due to the proposed project requiring 30% impervious area within the AEC, the project
must be permitted as aNon-Confirming Development, as established in Section 15A
NCAC 07J.0211. It is our belief that the project meets the guidelines fora Non-
conforming Development, as explained below:
(1) the structure will not be enlarged beyond its original dimensions
It should first be noted that in the case of the proposed development, the term "structure"
represents impervious area. The proposed project will result in a 34% reduction in
impervious surface within the AEC. Therefore, the "structure" will not be enlarged
beyond its original dimensions.
(2) the structure will serve the same or similar purpose
In the existing condition, the project site consists of residential dwelling sites and a
commercial marina. The proposed project will consist of a 251ot residential subdivision,
and a 56 slip marina. The boat slips within the marina may be purchased by both the
residents of the subdivision, as well as non-residents. Therefore, the project will serve a
similar use.
(3) there are no practical alternatives for replacing the structure to provide the
same or similar benefits in compliance with current rules.
The project has been designed to minimize the amount of impervious area within the
AEC, while meeting all State and County regulations. All roads, driveways, parking
areas, etc., have been designed to meet the minimum criteria required by State and
County permitting agencies. Additional requirements that shaped the design of the
development include: 1) New Hanover County requires a 1:1 ratio of parking spaces to
boat slips on the peninsula; 2) New Hanover County requires that all lots must have street
frontage, which requires the circular road design; 3) New Hanover County requires
emergency vehicle access and turnaround capability for the marina parking on the
peninsula. The site plan represents the minimum amount of built upon area needed to
support the proposed development. Additional efforts to reduce impervious area within
the AEC have resulted in the utilization of pervious pavement in all areas allowed by
DWQ. Approximately 41,479 sf of pervious pavement will be utilized to throughout the
development.
RECEIVEC2
DCM Itl/iLMiNGT®I~l, NC
~E B 1 5 20fl7

Exploration and exhaustion of all alternatives for reducing the amount of impervious area
within the AEC, while maintaining a feasible project, has resulted in the proposed 30%
impervious area. Current CAMA regulations do not have a provision for redevelopment
within the 575' AEC. Therefore, there is no practical alternative for replacing the
structure (impervious area) in compliance with current rules.
(4) the structure will be rebuilt so as to comply with current rules to the maximum
extent possible.
As previously explained in item (3), the project has been designed to comply with current
rules to the maximum extent possible. The project has been designed to meet the
minimum requirements of State and Local agencies, while reducing the impervious area
within the AEC from the existing 64% to the proposed 30%.
The proposed project represents the most environmentally and financially feasible option
for developing the property. As proposed and already permitted by DWQ, the project
will result in 30% impervious within the AEC, which is only 5% above the CAMA
requirement of 25% impervious area. If the CAMA Major Development permit is denied
for the proposed project, the site would continue to be detrimental to the adjacent ORW.
Due to constantly increasing property values for waterfront property, any future
developer would likely require the same or additional lots to meet profit margins,
resulting in additional impervious within the AEC, which is not allowable by the current
DCM ORW Estuarine Shoreline AEC rules. Therefore, without review under the non-
conforming structures provision, or until CAMA regulations are revised to include a
redevelopment allowance, the property will most likely remain as an abandoned concrete
marina without any stormwater treatment features. The existing condition of the site
would continue to impact the water quality of the adjacent ORW.
REC~lVE1~
DCM WILMINGTON, NC
FES ~ ~ 2007

V
DCMMP-1 07'0432
APPLICATION for -~
Major Development Permit
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North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary ApplFcant/Landowner Information
Business Name
Mason Landing Yacht Club, +:.Lc; Project Name (if applicable)
Mason Landing Yacht Club
Applicant 1: First Name
Steve MI Last Name
Saieed
Applicant 2: First Name
Dick MI Last Name
Hurst
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
3317 Masonboro Loop Road PO Box City
Wilmington State
NC
ZIP
28409 Country
US Phone No.
910 - 332 - 3682 ext. FAX No.
910 - 332 - 3687
Street Address (if different from above) City State ZIP
Email
2. Agenf/Contractor Information
Business Name
Withers And Ravenel, Inc.
AgenU Contractor 1: First Name MI Last Name
Troy H Beasley
AgenU Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
7040 Wrightsville Ave, Suite 101 Wilmington NC
Zlp Phone No. 1 Phone No. 2
28403 910 - 256 - 927 7 ext. - - ext.
FAX No. Contractor #
910 -256 -2584
Street Address (if different from above) City State ZIP
Email R~~~~~~~

<Form continues on back>
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Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
New Hanover 1927 Turner Nursery Road SR 1406
Subdivision Name City State Zip
Wilmington NC 28411 -
Phone No. Lot No.(s) (if many, attach additional page with list)
- - ext. ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
CQ- ~ f-et~~( Man made marina basin connected to ICWW
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 ICWW
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.
New Hanover County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
1430 If Entire site - 9.97 acres - 434,293 sf
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
Minimum - 3,542 sq ft; Maximum - 12,712 sq ft, NWL (normal water level)
Avg 16.1" above ®NHW or ^NWL
(lf many lot sizes, please attach additional page with a list)
e. Vegetation on tract
The site was previously developed into Johnson Marina, and the vegetation reflects that disturbance. Onsite vegetation
consists of mature live oaks, red cedar, Bradford pear, Chinese privet, southern magnolia and various other landscape
plants.
f. Man-made features and uses now on tract
The site is currently inactive, but was historically Johnson Marina. The man-made structures are those associated with a
marina, including a two story metal building used for retail and boat repair, a boat basin with 60 boat slips, a boat ramp and
a concrete parking area, as well as paved parking and boat storage. There are also numerous residential dwellings
scattered throughout the western portion of the site, including five wood framed dwellings, a mobile home, a house boat on
blocks, and six storage buildings constructed of wood and metal.
g. Identify and describe the existing land uses adiacent to the proposed project site.
The land uses directly adjacent to the property consist of single family residential to the north, south and west, and the site
is bordered by the ICWW to the east.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
CD R-15 (Attach zoning compliance certificate, if applicable)
®Yes ^No ^NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ^Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ^Yes ®No ^NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ^Yes ®No ^NA
National Register listed or eligible property?
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Form DCM MP-1 (Page 3 of 5)
<Form continues on next page>
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ^No
(ii) Are there coastal wetlands on the site? ®Yes ^No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ^No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
The existing wastewater treatment facilities consist of sanitary sewer provided by New Hanover County.
o. Describe existing drinking water supply source.
The existing drinking water supply source consists of a private well.
p. Describe existing storm water management or treatment systems.
There is no existing stormwater management system.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ^Commercial ^PubliGGovernment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The purpose of the proposed project is to create a residential subdivision with private access to water recreation.
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.
The proposed development will be constructed using standard residential construction methods.
d. List all development activities you propose.
This application proposes the construction of a 25 lot residential subdivision, with an imenities complex including a club
house, poolhouse and pool, as well as a marina parking area. The proposed project will also remove a majority of the
impervious area (concrete) of the parking and boat storage areas and restore green space.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 246,811 ®Sq.Ft or ^Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ^Yes ®No ^NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Existing conditions consist of four pipes discharging into the basin. These outfalls consist of: One 8" PVC drain, draining
approximately 10,537 sf of the pier road and offsite water from adjacent property owner; Two existing sock drains, draining
approximately 15,231 sf of the existing two story building and existing parking area; One existing 18" CPP, draining the
onsite and offsite wettands.
The application proposes to leave the existing 8" PVC drain that drains the pier road and offsite water from adjacent property
owner. The applicant is also proposing to leave the two sock drains that drain the area around the existing 2 story building.
Existing discharge will be decreased when the parking lot is regraded to drain into the stormwater management system. The
18" CPP will be replaced with a 30" HDPE. The new 30" HDPE is required in order to meet New Hano ~@J~
n~
for drainage, as the existing culvert is undersized. The new 30" HDPE will be installed at the same~ups ur ~fiy~~~1,~~ i
l~M IVI I
,
as the existing culvert.
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Form DCM MP-1 (Page 4 of 5) APPLICATION for
Major Development Permit
i. Will wastewater or stormwater be discharged into a wetland? ®Yes ^No ^NA
If yes, will this discharged water be of the same salinity as the receiving water? ®Yes ^No ^NA
j. Is there any mitigation proposed? ^Yes ®No ^NA
If yes, attach a mitigation proposal.
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6. 'Additional Information
7n addition to this. completed application form, (MP-1) the following items below, ifapplicable, must be submitted in order for the application
package to be complete... Items (a) - (i) are always applicable to any major development application. Please consult the.application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name -State flf North Carolina -State Property Office Phone No,
`Address -.1321 Mail Service Center, Raleigh, NC 27699-1321
Name -Joseph H. Jr. and Ann W. Johnson Phone No.
Address - 1801 Azalea Drive, Wilmington, NC 28405
Name -Bruce and Cynthia Shell Phone No:
Address - 2029 Turner Nursery Road, Wilmington, NC 28411
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
DCM Dredging Permit #193-74 to Daniel Johnson, issued on DWQ Stormwater Permit #SW8 060720 issued to Mason
July 12, 1982 Landing Yacht Club, LLC on October 10, 2006
New Hanover County Engineering Department Construction Division of Environmental Health -Well Site Approval (PWS ID
Authorization (#363-01/04/07) issued to Mason Landing No. 70-65-035) issued to the Mason Landing Development.
Yacht Club on January 4, 2007.
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. Cerfification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and fe~r~j~ne~e~ to
enter on the aforementioned lands in connection with evaluating information related to this per~y~p~j~tii~j 3~lAth!-~
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge. ~~~ ~ ~ ~~Q~
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Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
Date T~~B'7 Print Name ~ ~F'A S ~- ' ftu i rev i3 ~~ ~ Qn~
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
DDCM MP-4 Structures Information
R~C~!\/ED
~3CM WiLM#NGTnN, NC
FEB ~ 5 2001
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Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. 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. 25 lots
The project proposes 25 residential lots, a clubhouse, a
pool house, a pool, parking for the clubhouse/pool and
parking for the marina.
c. Density (give the number of residential units and the units per
acre).
25 units proposed; 2.5 units per acre
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
(ii) If yes, list the date submitted: Submitted to New Hanover
County on October 4, 2006.
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, building, rooftops, or to be used for vehicular driveways
or parking.
30% -impervious surface
35% built-upon -includes areas of pervious pavement
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
25% -includes areas of pervious pavement
j. Describe proposed method of sewage disposal.
Sanitary Sewer provided by New Hanover County
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).
Residential discharges will be treated by the onsite
stormwater management system prior to discharging
into onsite wetlands.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
246,811 sf - t 5.7 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
The proposed impervious surfaces will consist of asphault
for road and parking areas, and those materials needed for
construction of residential dwellings (i.e. concrete, asphault
shingles, roof tile, etc).
h. Projects that require a CAMA Major Development Permit may also
require a stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ^No ^NA
(ii) If yes, list the date submitted:
DWQ issued the stormwater permit (permit #SW8 060720)
on October 10, 2006.
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 project include an innovative stormwater
design? R EC F I V E i~
^Yes ®No DNA AGM W~LMINGT{~N, NC
If yes, attach appropriate documentatio .
~~~ 1 5 ZDQ7
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m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
The proposed drinking water supply source will consist
of a private well. The Division of Environmental Health
has approved the proposed well site (PWS ID No. 70-
65-035).
o. When was the lot(s) platted and recorded?
The Preliminary Subdivision Plat was approved by NHC on
September 14, 2006. The Final Subdivision Plan has
not been recorded.
n. (i) Will water be impounded? ^Yes ®No ^NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
®Yes ^No ^NA
/~~/© ~
-T-
Date
Mason Landing Yacht Club
Project Name
Mason.: Landing. Yacht Club,' LLC
Applicant Nam
Applicant Si ature
RECEIVED
CCivl WiLMiNGT~N, NC
FEB ~ ~ 2007
2 a~-£3t~±3-23~ :: 9-2IHt3-43tCQ~~'(' :: ~v+nr.na..ccasi~9a~aae~~s~~ca~~rtt raft revised: 12f2ttQG

Form DCM MP-5
BRIDGES and CULVERTS
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
7. BRIDGES ®This section notapplicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
^Commercial ^PubliGGovernment ^Private/Community N/A
c. Type of bridge (construction material):
N/A
d. Water depth at the proposed crossing at NLW or NWL:
N/A
e. (i) Will proposed bridge replace an existing bridge? ^Yes ^No
If yes,
(ii) Length of existing bridge: N/A
(iii) Width of existing bridge: N/A
(iv) Navigation clearance underneath existing bridge: N/A
(v) Will all, or a part of, the existing bridge be removed?
(Explain) N/A
9• Length of proposed bridge: N/A
f. (i) Will proposed bridge replace an existing culvert? ^Yes ®No
If yes,
(ii) Length of existing culvert: N/A
(iii) Width of existing culvert: N/A
(iv) Height of the top of the existing culvert above the NHW or
NWL: N!A
(v) Will all, or a part of, the existing culvert be removed?
(Explain) N/A
h• Width of proposed bridge: N/A
i. Will the proposed bridge affect existing water flow? ^Yes ^No j. Will the proposed bridge affect navigation by reducing or
If yes, explain: N/A increasing the existing navigable opening? ^Yes ^No
If yes, explain: N/A
k- Navigation clearance underneath proposed bridge: N/A
I. Have you contacted the U.S. Coast Guard concerning their
approval? ^Yes ^No
If yes, explain: N/A
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlan~ E
waters? ^Yes ^No „
If yes, explain: N/A ~~'M~~~~~,~~~~~' ~~'
2. CULVERTS DThis section nofapplicable
a• Number of culverts proposed: 1 b. Water body in which the culvert is to be placed:
The culvert will replace an existing culvert which provides
an outfall for runoff from onsite and offsite wetlands into the
boat basin.
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c. Type of culvert (construction material):
30" HDPE
< Form continues on back>
d. (i) Will proposed culvert replace an existing bridge?
^Yes ®No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge: _
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f• Length of proposed culvert: 1137'
h. Height of the top of the proposed culvert above the NHW or NWL.
4.54' above NHW f2.9')
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ^Yes ®No
If yes, explain:
e. (i) Will proposed culvert replace an existing culvert?
®Yes ^No
If yes,
(ii) Length of existing culvert(s): 137.0'
(iii) Width of existing culvert(s): 18"
(iv) Height of the top of the existing culvert above the NHW or
NWL: 3.54'
(v) Will all, or a part of, the existing culvert be removed?
(Explain) Yes. The project proposes to replace the
existing 18" culvert with a 30" culvert.
g• Width of proposed culvert: 30"
i. Depth of culvert to be buried below existing bottom contour.
N/A
k. Will the proposed culvert affect existing water flow?
^Yes ®No
If yes, explain:
3. EXCAVATION and FILL ^This section not applicable`
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ^Yes ®No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(VVL)? If any boxes are checked, provide the number of square
feet affected.
^cw ^sAV ^sB
^WL ®None
(ii) Describe the purpose of the excavation in these areas:
c. (i) Will the placement of the proposed bridge or culvert require any
high-ground excavation? ®Yes ^No
If yes,
(ii) Avg. length of area to be excavated: 140'
(iii) Avg. width of area to be excavated: 5'
(iv) Avg. depth of area to be excavated: 4'
(v) Amount of material to be excavated in cubic yards: 104 cf
~~~~~~~~
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d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: The spoil will be temporarily stored beside the excavated trench, and will be used
to back-fill the trench upon installation of the new culvert.
(ii) Dimensions of the spoil disposal area: 140' x 10'
(iii) Do you claim title to the disposal area? ®Yes ^No (If no, attach a leftergranting permission from the owner.)
(iv) WiII the disposal area be available for future maintenance? ®Yes ^No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (1NL), or shell
bottom (SB)?
^cw ^sav OWL DSB ®None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ? ^Yes ®No
If yes, give dimensions if different from (ii) above.
e. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ^Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg, width of area to be filled:
(iv) Purpose of fill:
f. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
^CW ^SAV ^SB
^WL ®None
(ii) Describe the purpose of the excavation in these areas:
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high-ground? ^Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ^Yes ®No detour structures? ^Yes ®No
If yes, explain: If yes, explain:
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification. ~G~ W~~~~~GTON, ~(,,
DEB ~. ~ 2007
< Form continues on back>
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c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
^Yes ®No controlled?
If yes, complete Form DCM-MP-2. All spoil will be temporarily stored beside trench. Silt
fencing will be installed around trench area to prevent
erosion of spoil.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
The culvert will be installed using either a backhoe or an
excavator.
f. Will wetlands be crossed in transporting equipment to project site?
^Yes ®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ^Yes ®No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
~~i~~
Date
Mason Landing Yacht Club
Project Name
..Mason Landing Yacht Club; LLC
Applicant Name ~--
Applicant 5ignat
R E+CEiVED
DCM UVlLM1NGT0~1, NC
F ~B 1 5 2007
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