20080194 Ver 1_CAMA Application_20080125

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
~ ~~~0 ~J
January 23, 2008
JAN 2 5 2008
MEMORANDUM: DENR - -vgrE~ t~uA~m
WETIANDSANDSTrIFttdl4vAJ~k ,~,~j~,N
TO: Cyndi Karoly, Supervisor
401 Oversight & Express Permits Unit
Division of Water Quality-Surface Water Protection
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA /Dredge & Fill Major Permit Application Review
Applicant: B-Var Road /Red Apple Group, LLC
Project Location: 1085 B-Var Rd., adjacent to the AIWW, mainland side of Holden Beach,
in Brunswick County
Proposed Project: to replace rail system with boat ramp, construct a docking facility, dredge basin,
install stormwater system, driveway and turn-around
Please indicate below your agency's position or viewpoint on the proposed. project and return
this form by February 16, 2008. If you have any questions regarding the proposed project,
contact Debbie Wilson 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] FAX: [phone] Internet: www.nccoastalmanagement.net
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b
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: B-Var Road /Red Apple Group, LLC c/o McKim & Creed, P.A.
2. LOCATION OF PROJECT SITE: 1085 B-Var Road, adjacent to the AIWW,
3. on the mainland side of Holden Beach, in Brunswick County
Photo Index - 2006: 6219 M-N (20) 2000: 4-41 N (20) 1998: 3-53 H-J (15-16)
State Plane Coordinates: X: 2221395 Y: 61558 Rover ID: N040713A
Lat:33°55'00.82221"N Long: 78°16'13.37546"W
3. INVESTIGATION TYPE: LAMA / D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit- 04/11/07, 07/12/07, 10/4/07
Was Applicant Present - No
5. .PROCESSING PROCEDURE: Application Received Complete- 01/04/08
Office -Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Brunswick County
Land Classification From LUP -Conservation
AEC(s) Involved: PT, EW, ES, CW
Water Dependent: Docks and Boat Ramp -Yes
Driveway - No
(D) Intended Use: Private
(E) Water and Wastewater Treatment: Existing- Wastewater - On Site Septic Tank
Planned- N/A
(F) Type of Structures: Existing -House, Boat Ramp
Planned -Driveway/Turnaround, infiltration stormwater system, Boat Ramp,
Pier, Docks
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
TID~TI!`_L'il ~7T r L~TI ~mrrr,n
(A) Vegetated Wetlands Coastal 255 sq. ft.(§404) 590 sq.ft. Relocated
and Federa1404 590 sq.ft.(Coastal)
(B) Non-Vegetated Wetlands 1185 cu. Yds. 761 sq. ft. (shaded)
O en Water 31,995 ft
(C) Other 8,534 sq. ft.

High Ground 13,160 sq. ft.
(disturbed)
(D) Total Area Disturbed:
(E) Primary Nursery Area:
(F) Water Classification:
1.09 acres
No
SA, HQW Open: Yes
8. PROJECT SUMMARY: The applicant proposes to replace an old boat rail system with a boat ramp, construct a
5-slip docking facility, dredge the basin, install a stormwater infiltration system, driveway and vehicle turn around area.
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]f=ax: 910-395-3964 \ Internet: http://www.nccoastalmanagement.net
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B-Var Road /Red Apple Group, LLC
Page 2
9. PROJECT DESCRIPTION
The project site is located at 1085 B-Var Road, on the mainland side of Holden Beach, Brunswick County,
NC. To get to the site from Wilmington take US Hwy 17 S to NC Hwy 211. Turn left onto NC Hwy 211 and
travel approximately 0.3 miles to Stone Chimney Road. Turn right onto Stone Chimney Road and travel
approximately 7.3 miles to B-Var Road. Turn left onto B-Var Road and travel <0.1 miles to the project site,
which is located on the right.
The subject property consists of a commercial tract of land, approximately 0.49 acres in size with
approximately 185 linear feet of shoreline frontage. The property is bordered by a vacant commercial tract of
land to the west, B-Var Road to the north, a commercial marina to the east and the Atlantic Intracoastal
Waterway (AIWW) to the south. The property measures approximately 255' in depth measured from
Normal High Water (NHW) by approximately 100' in width. The property has an average elevation of
approximately 6' above NHW. There is an existing two story residential structure located on the north side
of the property and the remnants of an old rail system located on the southeast side of the property. Upland
vegetation consists of lawn grasses, small Pine trees (Pinus sp.), Wax Myrtle (Myrica cerifera) and several
landscaping plants. Disticlis (Disiticlis spicata) is found in the lower elevations of the yard and transitions to
Salt Meadow Cordgrass (Spartina altern~ora). The tract is zoned CLD (Commercial Limited Development)
by Brunswick County, and the area is presently a mix of residential and commercial uses.
The Brunswick County Land Use Plan classifies the upland areas of this prof ect as Transitional. The waters
of the AIWW have been classified SA, HQW by the NC Division of Water Quality and are OPEN to the
taking of shellfish in the prof ect area. The area is not considered to be Primary Nursery Area by the Division
of Marine Fisheries.
PROPOSED PROJECT:
The applicant proposes to replace an old boat rail system with a boat ramp, construct a 5-slip docking facility,
dredge the basin, install an infiltration stormwater system, driveway and vehicle turn around area. The applicant
states that the existing two story residential structure is to remain.
The applicant is proposing to construct a 5-slip docking facility, which would consist of an access pier
measuring approximately 5' in width by 37' in length (see Sheet ES of 11). There would be a metal access ramp
measuring approximately 3' in width by 16' in length, which would connect the pier to the proposed floating
dock. The access ramp would connect to a floating platform measuring approximately 5' in width by 20' in
length on the east side of the docking facility adjacent to the proposed boat ramp. As proposed there would
be a floating dock measuring approximately 4' in width by 39' in length extending in an easterly direction
from the center of the access ramp-landing platform. There would be another floating dock measuring
approximately 4' in width by 73' in length located on the western end of the previous floating structure and
would extend in a southerly direction into the waterbody. There would be two finger piers located in the
middle of this floating dock on the eastern side, each measuring approximately 2' in width by 20' in length
and extending in an easterly direction. At the terminal end of this main floating dock would be another finger
pier extending in an easterly direction and measuring approximately 2' in width by 30' in length.
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]Fax: [phone] Internet: http://www.nccoastalmanagement.net
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V B-Var Road /Red Apple Group, LLC
Page 3
The applicant is also proposing to remove the existing rail system and replace it with a concrete boat ramp
measuring approximately 20' in width by 56' in length (see Sheet ES of 11). As proposed the boat ramp would
be installed at a 14° slope into the waterbody (see Sheet E6 of 11). Adjacent to the boat ramp on the western
side the applicant is proposing to install a wooden retaining walUbulkhead which would measure approximately
18" in width by 30' in length and would be aligned an average of 2.5' waterward of NHW. The wall would be
located between the boat ramp and the access pier. No pump out, fuel-handling or overnight services are
proposed.
The applicant is also proposing to excavate an area measuring approximately 130' in length by 100' in
width to a final depth of ~' to -10'@ Mean Low Water (MLW) for the entire boat basin (see Sheet E3
of 11). An area measuring approximately 56' in length by 20' in width with a final depth of -3'@
(MLW) would be excavated for the boat ramp area. The proposed excavation would include
approximately 590 sq. ft. of coastal wetlands predominately Salt Meadow Cordgrass (Spartina
altern~ora) which the applicant is proposing to relocate to an area on the west side of the access pier,
which is also shown within the dredging limits. In addition, approximately 722 sq. ft. of §404 wetlands
will be removed for the boat ramp installation. A total of approximately 1,185 cubic yards of material
would be removed. The excavation would be accomplished by bucket and barge for the waterward half
of the dredging. An excavator with a 60' reach would be used to excavate the remainder of the project
area. The applicant states that all spoil material be would loaded into sealed dump trucks at the site and
transport the spoil material to the landfill located at 172 Landfill Road NE in Bolivia, which is
approximately 5 miles away.
The applicant is also proposing to construct a gravel driveway and turnaround area for boat launching
vehicles (see Sheet E5 & E6 of 11). As proposed the driveway entrance would be located on the eastern side
of the property and would measure approximately 20' in width by 110' in length and would terminate in a
turnaround circle measuring approximately 80' in diameter at the boat ramp.
10. ANTICIPATED IMPACTS
The proposed retaining wall bulkhead would result in the filling of approximately 9 sq. ft. of Coastal
Wetlands. The new docking facility and associated slips would result in the incorporation of approximately
2,021 sq. ft. of estuarine waters and public trust area. The proposed docking system would extend
approximately 83 feet into a waterbody, which measures approximately 360 feet across. This distance would
conform with the 1/4 width rule and the established pier lengths and would not encroach into the U.S. Army
Corps of Engineers 80-foot setback from the AIWW (see Sheet E2 of 11). The proposed structures would
not encroach into the 15' riparian corridor setback. The applicant states that this docking facility is
designated for five (5) slips however, considering the proposed dredging associated with this project and
dock configuration, it appears that it would potentially accommodate as many ten (10) slips.
The proposed dredging would result in the excavation of approximately 1185 sq. ft. of shallow bottom,
590 sq. ft. of Coastal Wetlands, primarily Smooth Cordgarss (Spartina alterniflora), and 722 sq. ft. of
§404 wetlands.
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]Fax: [phone] Internet: http://www.nccoastalmanagement.net
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B-Var Road /Red Apple Group, LLC
Page 4
As proposed, the total area of highground disturbance would be approximately 13,160 sq. ft. of which
approximately 10,960 sq. ft. of impervious surface area within the 75' Estuarine Shoreline AEC. This
will result in a 46.7% impervious surface coverage within the AEC.
Minor increases in turbidity should be expected, but if construction is timed to avoid periods of peak
biological activity impacts should be minimal.
The application states that a stormwater infiltration system will be installed however no plans for this system
were submitted. The applicant has obtained a Stormwater permit #SW8061034 issued to Red Apple Group,
LLC on Apri118, 2007. The applicant states they were also issued an EA/FONSI - SCH#07-E-4300-0227 on
February 14, 2007.
Submitted by: Debra Wilson Date: 01/22/08 Office: Wilmington
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://vaww.nccoastalmanagement.net
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CAMA MAJOR NARRATIVE B VAR ROAD LOT
Revised December 21, 2007
Existing Conditions
The site is currently a residential home site served by septic and public water. An old boat rail
ramp is located on the east of the property. Based on discussions with the current residents,
they believe the boat rail ramp was functional about 15 years ago.
The property to the east is a commercial marina with boat repairs, hoist, and mooring facilities.
The property to the west provides mooring facilities for commercial fishing vessels.
Proposed Uses
The existing home will remain. as is. The owner proposes to restore and improve the existing
boat ramp and add a "day" mooring facility. The facilities will be for the exclusive use of an
inland homeowner's association. No pump out, fuel-handling, or overnight services will be
provided. Signs will be installed prohibiting disposal of boat trash, fish offal, and sewer
discharge.
The proposed floating docks, finger piers, and pilings will be made of wood. The proposed boat
ramp will mimic the existing boat rail ramp location. Five day mooring slips will be provided
for boats ranging in size from 25' to 30'.
Dredging
Mechanical dredging will occur with the use of a clam shell bucket. The crane can reach 60', so
half of the dredging will occur from the upland area. The other half of the dredging will occur
from a barge. The barge is transportable by tractor trailer. The tractor trailer will offload the
barge at the existing boat rail location utilizing mats.
The dredge material will be offloaded to sealed dump trucks. The dump trucks will use the
mats which were previously installed for the tractor trailer.
Three 19 CY dump trucks will be utilized making multiple trips to the landfill s miles away.
The landfill has been contacted and will accept wet material.
1185 CY of material will require approximately 66 trips with wet material. The tot:e~fvr#s ~ `~.~ ~~
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expected to take 2 days. ~ ~,~??'~~ ~, ~,oi° °+' s `'`~'. ~~+;'
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S:\3058\0003\40-Permit\CAMA MAJORNARRATIVE.doc Page 1

Natural Resources and Design Criteria
Coastal wetlands, 404 wetlands, normal high water and mean low water lines have been
established and are depicted on the site plan in this package. The 404 wetlands and mooring
concept have been approved by Henry Wicker of the US Army Corps of Engineers. The coastal
wetlands have been approved by Caroline Bellis of the Division of Coastal Management.
The normal high water line was flagged by Debra Wilson of the Division of Coastal
Management in July 2007.
The proposed plan includes debris removal and marsh restoration of approximately 255 square
feet of wetlands. The 590 square feet of coastal marsh impacted by expansion of the boat ramp
will be mitigated with 600 square feet of replanted coastal marsh.
A shellfish survey was conducted in August 2006 indicating shellfish resources were not
present.
The proposed boating facility will require stormwater treatment. Stormwater will be treated
through an infiltration system. A Stormwater Permit was issued April 18, 2007. A ramp
retaining wall will be constructed to accommodate the slope of the ramp and provide
boardwalk access to the mooring facilities. The ramp retaining wall will extend from elevation 5
down to elevation -0.5 and run along the side of the boat ramp with the boardwalk.
Impacts have been minimized inside the 30' buffer to water-dependent uses per 15A NCAC
07H.0208 Use Standards. There is no safe alternative location outside the buffer for the
turnaround. The turnaround has been designed to the minimum 80' diameter to accommodate
boat trailer backing. Time-saver Standards for Landscape Architecture states in the Launch Facility
design guidelines "The backing up of a vehicle [with boat trailer] should be limited to 200 ft and
the maneuvering area should be at least 80 ft, and preferably 100 ft, in diameter." The 80'
diameter turnaround was evaluated as part of the Environmental Assessment.
A FONSI (Finding of No Significant Impact) was issued on February 6, 2007. All reasonable
means and measures have been taken to avoid and minimize impacts to the natural resources
while allowing access and enjoyment of these resources.

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S:\3058\0003\40-Permit\CAMAMAJORNARRATTVE.doc Page 2

ACM M~-1
APPLICATION for
Ma1o~ Do~olopmont Pormlt ° 8 ^ ° ' ~ 4
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Red Apple Group, Llc B-Var Road Lot (Revised 12/21/07)
Applicant 1: First Name MI Last Name
N/A N/A N/A
Applicant 2: First Name MI Last Name
NIA N/A N/A
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
712 Village Road, SW ~L(,~,te., ~~ Shallotte NC
ZIP Country Phone No. FAX No.
28470 Brunswick 910 - 754 - 7104 ext. 910 - 754 - 7108
Street Address (if different from above) City State ZIP
N/A -
Email
N/A
~~ 2. A~~nt/COntraCtOr lnfOrmatlOn
l -_
-Business_Name -
McKim & Creed, P.A.
AgenU Contractor 1: First Name MI Last Name
Margaret A. Gray
AgenU Contractor 2: First Name MI Last Name
N/A N/A N/A
Mailing Address PO Box City State
243 North Front Street Wilmington NC
Zlp Phone No. 1 Phone No. 2
28401 910 - 343 - 104 8 ext. - - ext.
FAX No. Contractor #
910 343 9104
Street Address (if different from above) City State ZIP
N/A -
Email
[e-mail]
-__ ~.
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Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Brunswick 1085 B-Var Road 1115
Subdivision Name City State Zip
N/A N/A NC 28462 -
Phone No. Lot No.(s) (if many, attach additional page with list)
- N/A - ext. 232LA005, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Lumber Intracoastal Waterway
c. Is t e water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
Natural anmade ^Unknown Atlantic Ocean
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.
Brunswick County
Y
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
115 Linear Feet 21,162 Square Feet
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
N/A, NWL (normal water/evel)
(If many lot sizes, please attach additional page with a list) 6' ®NHW or ^NWL
e. Vegetation on tract
Predominantly lawn area
f. Man-made features and uses now on tract
Existing home
g. Identify and describe the existing land uses adjacent to the proposed project site.
Undeveloped, commercial marina, mooring facility for commercial vessels
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Commercial Low Density (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 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ^No
(ii) Are there coastal wetlands on the site? ®Yes ^No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ^No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Existing lot and building have conventional septic system
o. Describe existing drinking water supply source.
Existing lot and building connected to public water system
p. Describe existing storm water management or treatment systems.
Sheet flow into ICWW
S. Activities and Impacts ~ -~
a. Will the project be for commercial, public, or private use? ^Commercial ^PubliclGovernment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Boat launch facility & 5 slip day docking facility for nearby community (inland)
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.
Mechanical dredging with clam shell bucket from upland area and from small barge (brought to site by truck). Spoil loaded on
dumptruck and hauled off site.
d. List all development activities you propose.
Boat ramp, 4' and 5' floating docks with 3 finger piers & wood pilings, dredging required for draft, infiltration stormwater
system, gravel drive & gravel turnaround
e. Are the proposed activities maintenance of an existing project, new work, or both? New work
f. What is the approximate total disturbed land area resulting from the proposed project? 11,000 ®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: Sheet flow into ICWW
Proposed: stormwater infiltration system
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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Form DCM MP-1 (Page 4 of 4) APPLICATION for
Major Development Permit
16. Additionallnformation
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a} - (f) are always applicable to any major development application.. Please consult the application
instruction booklet on crow 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 James Price Phone No. 910-842-7172
Address 1073 B-Var Road, Supply. NC 28462
Name John Holden Phone No. 910-842-7001
Address 111 Dune scape Dr., Holden Beach, NC 28462
Name Koury Management, LLC Phone No. 910-755-8877
Address 1728 Windward Place Shallotteed NC 28470
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
EA/FONSI - SCH # 07-E-4300-0227,Red Apple Group LLC, Stormwater- SW8061034, Red Apple Group,LLC,
issued Feb. 14, 2007; issued April 18, 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. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to th best of my knowledge.
Date Print Name o
- - ~ \
Signature
Please indicate application attachments pertaining to your proposed project. ~ ~~ ~' ~'~
®DCM MP-2 Excavation and Fill Information ODCM MP-5 Bridges and Culvei-~~.U~ U~~~~,~~~~~~~ ~~
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information ~,r-~1~1 ~ ~ ZQ~~

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.
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. N/A
No buildings, just boat ramp, drive & turnaround
c. Density (give the number of residential units and the units per
acre).
N/A
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: N/A
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
13,160 sf
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
marl turnaround ~ drive ,concrete boat ramp
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.
46.7% (marl drive turnaround area for boat trailers) within
the AEC area; state stormwater permit has been issued
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.
Total site is 54% (includes existing home)
j. Describe proposed method of sewage disposal.
Existing lot & building have conventional septic system
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industriaU
commercial effluent, "wash down" and residential discharges).
surface runoff from boat ramp; only a small portion which
could not be treated via the infiltration system.
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: stormwater Certification
SW8061034; permit issued April 18, 2007
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?
®Yes ^No ^NA
If yes, attach appropriate documentation.

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m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Existing lot & building connected to public water supply
system
o. When was the lot(s) platted and recorded?
Oct. 11, 2004
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
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Form DCM 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 that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS ^This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
^Commercial ^PubliGGovemment ®Private/Community ^Yes ®No
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 117'
(iv) Width 4'
(v) Floating ®Yes ^No
d. (i) Are Finger
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating
Piers included? ®Yes ^No
3
20' - 30'
2'
®Yes ^No
e. (i) Are Platforms included? ^Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ^Yes ^No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
5
(ii) Number of slips existing
0
i. Check the proposed type of siting:
^ Land cut and access channel
®Open water; dredging for basin and/or channel
^Open water; no dredging required
^Other; please describe:
k• Typical boat length: 25' - 30'
m. (i) Will the facility have tie pilings?
®Yes ^No
(ii) If yes number of tie pilings?
6
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f. (i) Are Boatlifts included? ^Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
^ Full service, including travel lift and/or rail, repair or
maintenance service
^ Dockage, fuel, and marine supplies
® Dockage ('w/et slips") only, number of slips: 5: daV only
^ Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1
^ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
open runabout
I. (i) Will the facility be open to the general public?
^Yes ®No
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2. DOCKING FAC1LlTY/MARINA :OPERATIONS ^This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
^ Office Toilets
^ Toilets for patrons; Number: ;Location: N/A
^ Showers
^ Boatholding tank pumpout; Give type and location:
N/A
b. Describe treatment type and disposal location for all sanitary wastewater.
Existing lot & building served by conventional septic
c. Describe the disposal of solid waste, fish offal and trash.
Fish cleaning stations not provided. Signs will be posted prohibiting dumping of fish waste into open waters
d. How will overboard discharge of sewage from boats be controlled?
Prohibited & posted (no pump out provided)
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
One (1) sign posted midway of mooring dock
(ii) Give the location and number of "Pumpout Available" signs proposed.
N/A
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
N/A
g. Where will residue from vessel maintenance be disposed of?
N/A
h• Give the number of channel markers and "No Wake" signs proposed. 0
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
N/A
j. What will be the marina policy on overnight and live-aboard dockage?
No overnight
k. Describe design measures that promote boat basin flushing?
open water, descending depth contours
I. If this project is an expansion of an existing marina, what types of services are currently provided?
Existing boat rail ramp not in service
m. Is the marina/docking facility proposed within a primary or secondary nursery area? ~'~'~'~ t/if ~~ ~~~~~Y~i~~. ~a
^Yes ®No
~a~~ o ~ 200
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n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
^Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL}? If any boxes are checked, provide the number of square feet affected.
®CW 590 sf ^SAV ^SB
®WL 722 sf ^None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ^Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) OThrs section not applicable
_ 1
a. (i) Is the boathouse structure(s):
^Commercial ^PubliGGovernment ^Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. G e. wood, sheet rlc efc_ If a rock roin, crse MP-2, Excavation and FiN.) ®This section not a licable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) This section not applicable
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
6. MOORING PILINGS and BUOYS
^This section not ap{~licable
a. Is the structure(s):
^Commercial ^PubliGGovernment ®Private/Community
c• Distance to 6e placed beyond shoreline 16'
Note: This should be measured from marsh edge, if present.
e. Arc of the swing. N/A
7 GENERAL
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~~,~~ Q ~ 200
b. Number 6
d. Description of buoy (color, inscription, size, anchor, etc.)
N/A
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e ~~s ~i"n '"~v8ti. r °~ ,~ee'€.~~~,...a. ~'SS aiC~iB -r Cce ~~
a. Proximity of structure(s) to adjacent riparian property lines
15' or greater
b. Proximity of structure(s) to adjacent docking facilities.
22'

Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
360'
e. (i) Will navigational aids be required as a result of the project?
^Yes ^No ®NA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
-6
-- ~
~8. OTNER OThis section no# appllcabie ,
a. Give complete description:
~~ ~ ~~
Date '
~~ V,~
Project Name
u~
Applicant Name:.....
- l _ ,
Applica t Sign ure

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Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
(NLW or
NWL) stabilization)
Length N/A' N/A 130' 56' N/A N/A N/A
Width N/A N/A 100' 20' N/A N/A N/A
Avg. Existing N/A N/A -5' -1' NA NA N/A
Depth
Final Project N/A N/A -4' to -10' -3' NA NA, N/A
Depth
1.'=EXCAVATION ^This section not applicabie
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Silty sands
1,185
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
d. High-ground excavation in cubic yards.
None
®CW 590 sf ^SAV ^SB
®WL 722 sf ^None
(ii) Describe the purpose of the excavation in these areas:
Improve existing boat rail ramp
~D/SPOSAL OF EXCAVATED MATERIAL ^This section: not appiicabie
a. Location of disposal area. b. Dimensions of disposal area.
Hauled to nearest landfill by dumptruck: 172 Landfill Road
NE Bolivia NC 28422
N/A (off site disposal)
c. (i) Do you claim title to disposal area?
^Yes ®No ^NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation {SAV), shell bottom (SB),
or other wetlands (WL}? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ®None
(ii) Describe the purpose of disposal in these areas:
N/A
d. (i) WiII a disposal area be available for future maintenance?
®Yes ^No ^NA
(ii) If yes, where?
Hauled to nearest landfill by dumptruck: 172 Landfill
Road NE Bolivia NC 28422
(i) Does the disposal include any area in the water?
^Yes ®No ^NA
(ii) If yes, how much water area is affected?
DCM WILMINGTON, ~~
~J q-~ 0 4 200
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Red Apple Group, LLC DACE'. b u.1N 3005 $CAIF
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