20110141 Ver 1_CAMA Application_20110211

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North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue ,lames . Gregsan
Governor Direclor
February 9, 2011
MEMORANDUM:
TO: Cyndi Karoly
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Moehring Group Holding, LP
Project Name: Atlantic Veneer Dry Stack Marina
Dee Freeman
Secretary
201 10 1 4 1
EEB 1 S 2011
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Location: The project site is located at 2457 Lennoxville Road, Beaufort, Carteret County.
Proposed Project: The applicant is proposing to redevelop an existing warehouse for a dry stack
marina storage facility as well as construct a pier with floating docks, a
pedestrian pier, fueling platform, concrete loading zone, bulkhead extension,
high ground grading, partial building demolition and parking areas are also
part of the project.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
03/02/2011. If you have any questions regarding the proposed project, please contact
Heather Styron at [phone]. When appropriate, in-depth comments with supporting data are 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
400 Commerce Ave., Morehead City; NC 28557-3421 ~~#'
Phone: [phone] FAX: [phone] Interne#: www.nccoastalmanagement.net N0~/t~h 1~~illfljJ~[i/lla
An Equai Upportunily 1 ktrmative Aclien Employer ~ ;+ ~+°+~ ~~~~+`~

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAIt'IE: Moehring Group Holding, Lp (Atlantic Veneer Dry Stack
Marina)
2. LOCATION OF PROJECT SITE: 2457 Lennoxville Rd. adjacent to Taylors Creek,
Beaufort, Carteret County
Photo Index - 2000: 42-543 grid F (12-14), G (12-14)
2006: 42-6406 grid Q (11-12), R (11-12), S (11-12)
State Plane Coordinates - X: 2712690.312 Y: 357430.616 Rover # J020114A
LAT 34°42'31.32342 LON 76°37'42.16006
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEI~URI?,: Dates of Site Visit 2/1/11
~~~as Applicant Presc;nt -No
5. PROCESSING PROCEDURE: Application Received -1/18/110
Office -Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Town of Beaufort
Land Classification from LUP -Mixed Use with Conservation
(B) AEC(s) Involved: Public Trust Area, Estuarine Water, Estuarine Shoreline
(C) Water Dependent: Pier, docks and boat launch-Yes; Warehouse, drystack and
parking area- No
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - onsite wastewater
Planned -none
(F) Type of Structures: Existing -warehouse, garage, driveway, parking area,
sidewalks, septic system, house, and two-slip docking
facility for the existing house.
Planned -redevelopment of existing warehouse for a
drystack facility, construct a pier (with gangways, floating
docks, fuel dock, and staging area), pedestrian pier and
walkway, boat launch area, above ground fuel tanks,
bulkhead extension, driveway and parking area, fire access
road and grading.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
nu~nr_~n FTT,T.F.TI nTT-TFR
(A) Jurisdictional Wetlands N/A 220 ftz 90 ftz shaded
(B) High Marsh N/A N/A 90 ft2 shaded
(C) Low Marsh N/A N/A 216 ftz shaded
(D) Oyster Rock N/A N/A 126 ft2 shaded
(B) Open Water N/A N/A 3,150 ftz Inc.
(C) High Ground N/A 57,000 ftz N/A

Moehring Group Holding, Lp
Atlantic Veneer Drystack Marina
Page 02
(D) Total Area Disturbed: 60,672 fie
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant is proposing to redevelop an existing warehouse for a
drystack marina storage facility as well as construct a pier with floating docks. A pedestrian
pier, fueling platform, concrete loading zone, bulkhead extension, high ground grading, partial
building demolition and parking areas are also part of the project.
9. Narrative Description:
"I'he "Atlantic Veneer" project is located at 24.57 Lennoxville Road in Beaufort,
Cartc;ret County. Lcainoxville Road is found by tur>>irig right off ofIl~n-~y 70 Bast (adjacent to
Gaskills general store) onto Leruloxville Road. Follow this road for about 3/4 of mile. The site
will be located on the north side of Taylors Creek and east of Front Street Village
Marina. The proposed project was previously a part of the "Blackcat" Marina proposal. The
"Blackcat project was not permitted and was withdrawn on January 27, 201 1.
The entire parcel is 9.53 acres with the project area at 3.3 acres (143,748 square feet). The
site averages 8' in elevation above NHW. Currently on the high ground portion of the site
is an existing warehouse, garage, house, driveway, parking area, sidewalks, septic system,
bulkhead, and atwo-slip docking facility. The shoreline has a total length along the NHW
contour of 1055' with 371' within the project area. Along the shoreline is a 32' wide
expanse of Coastal Marsh that contains Smooth Cordgrass (Spartina alterniflora) and Salt
Meadow Cordgrass (S artina patens) and a section of jurisdictiona1404 wetlands landward
of the coastal wetlands. There are scattered oysters located along the edge of the coastal
wetland areas. The high ground portion of the tract is vegetated with upland grasses, pines,
shrubs and live oaks.
The Division of Water Quality classifies this area as SC Waters. Taylors Creek is not a
Primary Nursery Area and is closed to the taking of shellfish. The Town of Beaufort's
Land Use Plan classifies this area as Mixed Use with Conservation within the AECs. There
is a Federal Channel within Taylors Creek with a setback of 61'. There is a permitted
commercial marina to the west and residential development to the east of the proposed
project. The commercial marina dock extends 109' below NHW and the residential dock
extends 49' below nhw into Taylors Creek.
10. Protect Description:
The applicants withdrew their previously submitted marina project known as the "Blackcat
Marina" on January 27, 2011. This proposal is a scaled down version and proposes to
renovate the existing warehouse located on the western portion of the tract to
accommodate a 155 drystack marina. The project would demolish the front portion of the
warehouse to accommodate 19 parking spaces, a 3 space parking area on the east side of
the existing building, conduct interior building improvements within the existing building
footprint, the installation of a concrete boat launch pad, and the addition of a fixed pier,

Moehring Group Holding, Lp
Atlantic Veneer Drystack Marina
Page 03
floating platforms with gangways, fixed fueling platform with boat sewage pumpout,
pedestrian pier/walkway, fish cleaning station, bulkhead extension, above ground fuel
storage tanks, driveway, access road and grading.
A total of 57,000 square feet of high ground would be graded and filled during the process.
The existing impervious surface is 14% within the 75 AEC and is 59.5% for the entire
tract. The applicants have stated that a stormwater permit is not required because the
project meets the 2008 Coastal stormwater Rules redevelopment exclusion. They have
submitted proposed plans to DWQ for written concurrence of the applicability of this
exclusion. Overall the project also proposes the disturbance of 1.3 acres of ]and but the
applicant indicated that no erosion and sedimentation plans have been submitted to the
Division of Land Quality.
Tlie high ground work would consist of the following: the installation of a 12' x 58' concrete
launch pad on the south end of the drystack building, above ground fuel storage tanks(located
on the east side of the existing building, an 8' x 10' fish cleaning station, a 15' x 50' asphalt
loading area located north of the three space parking area, a 20' x 495' driveway/access road
from Lennoxville Rd, a 12' x 32' turnaround and a 6' x 23 0' wooden walkway connecting the
three-parking space area to the asphalt access lane. In order to comply with The Town of
Beaufort parking requirements (one space for every four drystack slips) and to accommodate
for the 19 parking spaces on the north side of the existing warehouse as well as 3 spaces
(which includes one ADA space) on the east side, a portion of the existing building, existing
drive and asphalt parking area would be removed. There are existing impervious areas along
the project area that would be removed as well. These include brick pavers, asphalt driveway
connecting to Lennoxville Rd, existing concrete area with loading ramp on the east side of the
building, the existing concrete drive for the house, and an asphalt drive on the east side of the
proj ect area. Most of the demolition would remain outside of the 75' coastal shoreline with the
exception of a 300 square foot portion of the existing drive on the southeast side of the project
area. The parking area would be located over existing impervious areas. The remaining 17
parking spaces required by the Town of Beaufort would be located on the applicant's property
across Lennoxville Road. The applicant does not designate an exact area for these spaces.
There is an existing bulkhead located on the southeast side of the project area along the
shoreline in front of the existing home. The applicants propose to connect to the existing
bulkhead and extend the new bulkhead west for 350'. There is a 220 square foot area of
jurisdictiona1404 wetlands located at an existing outfall location that would be filled in
order to accommodate installation of the bulkhead. The bulkhead would be 10' to 15'
above the nhw contour and landward of all coastal wetlands and would be landward of the
jurisdictiona1404 wetlands except at the outfall area. The bulkhead would be of vinyl sheet
piling design with a concrete cap.
The applicants are proposing a 12' x 117' (this includes the 20' gangways) pier for boat
launching and a 6' x 141' pedestrian pier. The boat launching pier would extend from the
concrete launch pad south for 13' then extend over coastal wetlands for another 25', and
over scattered oysters for 9' and finally extending 70' over open water. The pedestrian pier
would begin at the south portion of the access lane and extend south over high ground for

Moehring Group Holding, Lp
Atlantic Veneer Drystack Marina
Page 04
60', over coastal wetlands for another 25', over scattered oysters for 6' and finally 50' over
open water. The pedestrian pier and launch pier (with platforms) would not extend farther
than 80' to 100' below nhw depending on location into a 414' wide water body. The
launch pier and pedestrian pier would connect to two floating platforms by way of
gangways. The floating platform on the east side would be 6' wide x 140'. There would be
a fixed 6' x 20'fueling platform with pump out on the landward side of the eastern floating
platform. There would be a total of four `no sewage discharge" signs as well as four
"pumpout available" signs located along the floating platforms. The western floating
platform would be 6' wide x 172.' long. Both of the floating platforms would encroach 6'
into the 61' IJSACOE setback for 6'. According to the a~>plicant the typical boat to be
served would be mixed types and would range between 13'to 35'. There aJ•e two existing
slips located at the existing docking facility with no nee-~~ wet slips prol~~osed.
Water depths will~in this area as•e an average of -10'.
11. Anticipated Impacts:
Installation of the piers and docks would incorporate 3,150 square feet of open water. The piers
would shade 90 square feet of jurisdictional wetlands, 90 square feet of high marsh, 216 square
feet of low marsh and 126 square feet of oyster rock. Approximately 57,000 square feet of high
ground would be impacted by the project with a finished impervious percentage of 14% within
the AEC and 59.5% for the entire tract. The proposed floating platforms encroach 6' into the 61'
USACOE setback. A total of 220 square feet of jurisdictiona1404 wetlands would be filled to
accommodate the bulkhead alignment. No coastal marsh would be filled or excavated during this
project. Minor impacts to the marsh and oyster rock during construction of the docks and piers
would be expected as well as temporary increases in turbidity.
HEATHER STYRON Morehead City February 7, 2011

w .®~
Narth ~araiina Dapartmant of Fnviranment and
Division of Coastal Management
Beverly Eaves Perdue
Governor
James N. Gregson
Director
MEMORANDUM
DATE: February 3, 2011
~':'O: Doug H:uggett
~1.'HI~U: Ted Tyndall
1+ROM: Heather NI. Styroiii ~~~~~-~
natural Resaurces
Dee Freeman
Secretary
SUBJECT: Comments and Recommendations - CAMA Major Permit -Moehring Group Holding, Lp `Atlantic
Veneer Drystack Marina", Beaufort, Carteret County
The following is my assessment and consequent recommendations of the above referenced proposal.
This proposal involves the renovation of an existing warehouse fora 155 drystack marina as well as
high ground. disturbance and development, pedestrian walkway, pier with platforms, fuel dock and.
bulkhead. The width of the docks would be greater than six feet, however per 7H.0208 (6) (A) could be
permitted if the greater width is necessary for safety or to improve public use access.
The bulkhead placement would remove a total of 90 square feet of USACOE designated wetlands
however per 15A NCAC 07H .0208 (b) (1) (A) could be allowed through fringes or regularly and
irregularly flooded wetlands if the loss of wetlands would not cause a significant adverse impact and if
there is no reasonable alternative that would avoid the wetland losses. The adjacent waters of Taylors
Creek are closed to shellfish harvest and are not Primary Nursery Area. The development conforms to
the guidelines set forth under 15A NCAC 07H .0208 and 15A NCAC 07H .0209. Assuming that state
and federal agencies concur with the proposal, the District recommends the project be authorized as
proposed, contingent upon the following conditions:
All excavated materials will be confined above mean normal water and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of
solids into any marsh or surrounding waters.
2 The disturbed areas will be properly graded and provided a ground cover sufficient to restrain erosion
within 30 working days of project completion.
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone]! FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Gpportuniry 1 Affirmative Acton Employe;
NorthCarolina
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Moehring Group Holding, Lp
Recommendations
Page 2 of 2
3 No excavated or fill material will be placed at any time in any vegetated wetlands/marsh or surrounding
waters outside of the alignment of the fill area indicated on the workplan drawing(s).
4 The docks encroach 6' into the 61' USACOE setback and should have written concurrence to remain
within this location. The piers and platforms shall not exceed a maximum distance of 100' from nhw and
50' to 75' from the edge of marsh.
5 The bulkhead shall remain landward of all coastal wetlands.
6 All non-water dependent uses shall be a minimum of 30' landward of nhw except for those exceptions
allowed in 15A NCAC 07H.02.09 (d) (10).
400 Commerce Ave., Morehead City, PAC 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Eeual Oppertuni:y i Affirmative,4c!icn Emp~cyer
NorthCaralina
~f~~lll~ll~~~

Z01 10 14 1
~cM MP
APPLICAnON far
Ma1or Development Perm
(last revised 12127!06)
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Moehring Group Holding, Lp Drystack Storage Marina
Applicant 1: First Name MI Last Name
Hans Weygaldt _
Applicant 2: First Name Mt Last Name
Christian Weygoldt
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Bax City State
660 Beaufort NC
ZIP Country Phone No. FAX No.
28516 USA 252 - 728 - 3169 ext. 252 - 728 - 4906
Street Address (if different from above) City State ZIP
2457 Lennoxville Road Beaufort NC 28516-
Email
[e-mail]
2. AgenibConfractorlnformation
Business Name
Coastal Planning Services, Inc.
Agent/ Contractor 1: First Name MI Last Name
Kathy B. Vinson
Agent/ Contractor 2: First Name MI Last Name
n/a
Mailing Address PO Box City State
827 Morehead City NC
ZIP Phone No. 1 Phone No. 2
28557 252 - 240 - 9297 ext. 252 - 354 - 4916 ext.
FAX No. Contractor #
252 247 5875 n/a
Street Address (if different from above) City State ZIP
n/a -
Email
[e-mail]
<Form continues on back>

Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit

County (can be multiple) Street Address

Carteret 2457 Lennoxville Road State Rd. #

Subdivision Name City n/a

n/a State Zip
Beaufort
Phone No NC 28516 -
. Lot No.(s) (if many, attach additional page with list)
252 - 728 - 3169 ext. n/a,
_ _ __ _
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak Taylors Creek
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site

®Natural ^Manmade ^Unknown .
North River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ^No work falls within.
__ Town of Beaufort extraterritorial jurisdiction
4. Site Description - - -
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) --
Project = 371', parcel = 1055' Project = 143,748, parcel = 415,127
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
n/a, NWL (normal waterleve!)
(If many lot sizes, please attach additional page with a list) + $' ®NHW or ^NWL
e. Vegetation on tract
Landscape and native trees, shrubs, grass, coastal and Section 404 wetlands
f. Man-made features and uses now on tract
Warehouse, garage, driveway, parking area, sidewalks, septic system ,and bulkhead are located on the project site.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Commercial marina to west, residential uses to east
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
I-W (Industrial Warehouse) (Attach zoning compliance certificake, 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 whorn?
I. Is the proposed project located in a National Registered Historic District or does it involve a ^Yes ®No ^NA
National Register listed or eligible property?
<Form continues on next paae>
m. {i) Are there wetlands on the site?
(ii) Are there coastal wetlands on the site?
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
(Attach documentation, if available)
®Yes ^No
®Yes ^No

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
n. Describe existing wastewater trey
Existing on-site septic system
o. Describe existing drinking water supply source.
Existing private well.
p. Describe existing storm water management or treatment systems.
Existing building gutters, catch basins and underground piping, swales.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ^PubliGGovernment
^PrivatelCommunity
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Project will function as a commercial drystack storage marina.
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.
Conventional upland building and marine construction methodology will be employed. Upland construction equipment will be
stored onsite on highground areas. Barge with marine construction equipment will be stored on Taylors Creek. Equipment
will be removed when construction is complete.
d. List all development activities you propose.
Redevelopment of existing warehouse for use as a drystack storage marina to include 1) construction of pier with gangways,
floating docks with boat staging areas, stationary fueling platform with boat sewage pump-out, pedestrian pier/walkway, and
fish cleaing station, and 2) concrete pad for boat launching, and 3) installation of above ground fuel storage tanks, and 4)
interior improvements to include installation of recycled water system and boat racks, and 5) bulkhead extension, and 6)
driveway, parking areas, and fire access road, and 7) grading sufficient for proposed construction and to provide stormwater
controls a ual to or better than existin develo ment and 8 demolition of onions of existin warehouse buitdin .
e. Are the proposed activities maintenance of an existing project, new work, or both? new
f. What is the approximate total disturbed land area resuRing from the proposed project? 57,000 ®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 pipe flow and sheet flow runoff to Taylors Creek
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.
<Fonn continues on back>
6. Additional /nformation
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (t) an; 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.

Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development PernSit
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 Hubert C. Smith
Phone No. 252-728-7328
Address 2502 Lennoxville Road, Beaufort, NC 28516
Name Edgewater Properties, Inc.
Phone No. 252-838-1524
Address 2400 Lennoxville Road, Beaufort, NC 28516
Name
Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing
Stormwater permit SW8 910105 issued to Atlantic Veneer Corporation in 1.991.
h. Signed consultant or agent authorization form, ff applicable.
i. Wetland delineation, if necessary.
A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
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 the best of my knowledge.
Date _February 1, 2011 Print Name _Kathy B. Vinson
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

Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
®DCM MP-4 Structures Information

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
Channel Other
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
NWL) Breakwater shoreline

Length
N/A
N/A
N/A stabilization)
N/A N/A N/A N/A
Width N/A N/A N!A N/A N/A
N/A
N/A
Avg. Existing
Depth N/A N/A N!A N/A NA NA N/A
Final Project
Depth NIA N/A N/A N/A NA NA N/A
1. EXCAVATION
a Amount of material to be excavated from below NHW or NWL in b. Type of material to
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ^None
(ii) Describe the purpose of the excavation in these areas:
®This section not applicable
d. High-ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERNAL
a. Location of disposal area. ,, ,,:..,___:___ _. „___ ,
area.
c. (i) Do you claim title to disposal area?
^Yes ^No ^NA
(ii) If no, attach a letter granting permission from the owner
®This section not applicable
d. (i) Will a disposal area be available for future maintenance?
^Yes ^No ^NA
(ii) If yes, where?
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:
3. SHORELINE STABILIZATION
(!f development is a wood groin, use MP-4 -Structures)
f. (i) Does the disposal include any area in the water?
^Yes ^No ^NA
(ii) If yes, how much water area is affected?
^This section not applicable
°~S~•StiS~~t~~t3 .n 't-g;tS•~~3t.:AS"5 :: ~vuFwy,a~c~«~~st~~rn.~~s~ej~k2~?~n~#.~~~ a•~•ada~~~3• -s~r~~>r~~

3., ~ "~ ~ °~ ~..~ a~y~j ~ k~ ~ "s w+~ ; m,„"{'~` w v ? a 9 ~~a 3'2 eS S"a ~»~u ~ l ~ ~ y ~ ~:..,~~,r~ ~,..~ ~,? ~r .<.,..~
a. Type of shoreline stabilization: b. Length: 350'
®Bulkhead ^Riprap ^Breakwater/Sill ^Other. Width: 1'
c. Average distance waterward of NHW or NWL: 0 d. Maximum distance waterward of NHW or NWL: 0
e. Type of stabilization material:
Vinyl sheet pile with concrete cap
f. (i) Has there been shoreline erosion during preceding 12
months?
^Yes ®No ^NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
N/A
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 0 Riprap N/A
Breakwater/Sill N!A Other N/A
i. Source of fill material.
N/A
h. Type of fill material.
NIA
4. OTHER FILL ACTIVITIES ^This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? Yes No NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water 0
(iii) Dimensions of fill area irregular, approximately 14' x 16'
(iv) Purpose of fill
To straighten bulkhead alignment
sUUmeiyCU ayuauc vcyciau~n ~.~w~, ancu u ~~ wa.'~,
other wetlands (V11L)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
®WL 220 ^None
(ii) Describe the purpose of the fill in these areas:
To straighten bulkhead alignment
I5. GENERAL ~
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., draglme,
controlled? backhoe, or hydraulic dredge)?
Fill will be placed after installation of bulkhead. The bulkhead will Small tractor with front-end loader.
then confine fill.
c. (i) Will navigational aids be required as a result of the project?
^Yes ®No ^NA
(ii) If yes, explain what type and how they will be implemented.
N/A
d. (i) Will wetlands be crossed in transporting equipment to project
site? ^Yes ®No ^NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
N/A
January 18, 2011
Date
Moehring Group Holding LP Drystack Storage Marina
Applicant Signature
l ~ ~.
l/i;
Project Name
Kathy B. Vinson
Applicant Name
:~~;?~Sg.~OrSOS ~» 3~~~ ~R~..~~5 °e v~_~r~v,ra c ~~~f~~a~,a,7~~~~>s~~~Qtt~>e~ ~~~~~~~ed. ~2f~~wl0

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
proposed.
Project involves redevelopment of an existing warehouse
building for use as a drystack storage marina. New
proposed highground structures include a concrete pad for
boat launching (12' x 58'), a fish cleaning station (8' x 10'),
and asphalt loading area (15' x 50'). Also included is a
driveway/access road (495' x 20' measured from edge of
Lennoxville Road to concrete ramp) with 12' x 32'
turnaround. A 19-car parking area on the north side of the
building (216' x 42') and a 3-car parking area on the east
side (34' x 18') are also proposed. A 6' x 230' wooden
walkway is proposed from the 3-car parking area to the
edge of the access road. Additional parking may be located
across Lennoxville Road on property owned by the
applicant, as may be required by the Town of Beaufort.
Installation of above-ground gasoline and diesel fuel
storage tanks is also included.
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:
Number of lots or
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
57,000 square feet
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Asphalt, concrete, wood.
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.
14%
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.
59.5%
Describe proposed method of sewage disposal.
Existing onsite septic 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: _A stormwater permit is not
required. Project meets the 2008 Coastal Stormwater
Rules redevelopment exclusion.
k. Have the facilities described in Item (i) received state or local
approval?
^Yes ®No ^NA
If yes, attach appropriate documentation.
.... ~'£~x~.a.,•a:~, -« :'~ r.~, ?t.€9i" ..:5f'~~ sst41x9Ly ;;3._s_,: ~"3=c r ?15~:s*'S$A "l~r`'~.'~~n

I. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater
state (e.g., surface runoff, sanitary wastewater, industrial/ design?
commercial effluent, `tivash down" and residential discharges). ^Yes ®No ^NA
Existing pipe and stormwater sheet flow discharge to tf yes, attach appropriate documentation.
Taylors Creek, boat "wash down" water will be recycled
with no discharge.
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Existing private well.
o. U'Jhen was the lot(s) platted and recorded?
November 1, 2006
n. (i) Will water be impounded? ^Yes ®No ^NA
(ii) If yes, how many acres? N/A
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
^Yes ^No ®NA
February 1, 2011
Date
Moehring Group Holding LP Drystack Storage Marina
Project Name
Kathy B. Vinson
Applicant Name ,
Applicant Sig~ture

Form DCM MP-4
STRI~CTU RES
(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 inGude all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS

a. (i) Is the docking facility/marina: ^This secf/on not applicable
b.
®Commercial ^PubliGGovernment ^Private/Community (i) Will the facility be open to the general public?
®Yes ^No
c. (i) Dock(s) and/or pier(s) d. (i) Are Finger Piers included? ^Yes ®No
(ii) Number 2 ff yes:
(iii) Length PIER FOR BOAT LAUNCHING: from edge of (ii) Number n/a
marsh waterward = 69' (49' + 20' attached gangway) above (iii) Length n/a
edge of marsh to NHW = 20' above NHW to edge of
concrete pad = 28' TOTAL LENGTH = 117' including (iv} Width n/a
Qangways (v) Floating ^Yes ^No
PIER AND WALKWAY from edge of marsh waterward -
52'. above edge of marsh to NHW = 20' above NHW to
edge of pavement = 69' TOTAL LENGTH = 141'
(iv) Width Pier for boat launching = 12' with 6'
clangwavs, pier and walkway = 6'
(v) Floating ^Yes ®No
e. (i) Are Platforms included? ®Yes ^No f. (i) Are Boatlifts included? ^Yes ®No
If yes: If yes:
(ii) Number 3
(ii) Number n/a
(iii) Length 20' (fixed), 172' and 140' lfloatingl (iii) Length n/a
(iv) Width 6' all (iv) Width n/a
(v) Floating ®Yes ^No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed h. Check all the types of services to be provided.
no new Slips proposed ^ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing maintenance service
2 ^ Dockage, fuel, and marine supplies
^ Dockage ('tivet slips") only, number of slips:
® Dry storage; number of boats: 155
^ Boat ramp(s); number of boat ramps:
® Other, please describe:
travel lift. fuel and marine supplies
i. Check the proposed type of siting: j. Describe the typical boats to be served (e.g., open runabout

^ Land cut and access channel ,
charter boats, sail boats, mixed types).
^Open water; dredging for basin and/or channel Mixed types
®Open water; no dredging required
^Other; please describe:
k• Typical boat length: 13' - 35' I. (i) Will the facility be open to the general public?

_ ~i '^1 :'
~ ~ ~~
m. (i) Will the facility have tie pilings? ®Yes ^No
^Yes ®No
(ii) If yes number of tie pilings?
n/a
2. DOCKING FACILITY/MAR/NA 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: 2; Location: within existing building
^ Showers
® Boatholding tank pumpout; Give type and location: Stationery pump-out unit to be located on fixed fueling platform
b. Describe treatment type and disposal location for all sanitary wastewater.
Existing onsite treatment and disposal.
c. Describe the disposal of solid waste, fish offal and trash.
Onsite trash receptacles, with fish offal made available to commercial fishermen for bait.
d. How will overboard discharge of sewage from boats be controlled?
Not permitted.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
One sign to be located at each end of both floating docks, for a total of four signs.
(ii) Give the location and number of "Pumpout Available" signs proposed.
Four - a "Pumpout Available" sign will be placed in same locations as "No Sewage Discharge" signs.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
N/A, no industrial activities allowed near water.
g. Where will residue from vessel maintenance be disposed of?
None
h. Give the number of channel markers and "No Wake" signs proposed. None
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
Fueling tanks to be located on fixed platform connected to upland above-ground fuel storage tanks.
j. What will be the marina policy on overnight and live-aboard dockage?
Overnight and live-aboard dockage will not be allowed.
k. Describe design measures that promote boat basin flushing?
NIA
I. If this project is an expansion of an existing marina, what types of services are currently provided?
N/A
m. Is the marinaldocking facility proposed within a primary or secondary nursery area?
^Yes ®No

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 C
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet aff ctedaquatic vegetation (SAV), shell bottom
®CW 324 s.f. partially shaded ^SAV ®SB 130.5 s.f. partially shaded
®WL 20 s.f. partially shaded ^None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ^Yes ®No
ff yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
nia
3. BOATHOUSE (including covered lifts)
a. (i) Is the boathouse structure(s):
^Commercial ^PubliGGovemment ^Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GRO/N (e.g., wood, sheetpile, etc. If a rock groin use MP-2 Excavation and Filt )
a (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpi/e, etc.)
a. Length
b.
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS
a. Is the structure(s):
^Commercial ^PubliGGovemment ^Private/Community
c• Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
Number
®This section not applicable
®This section not applicable
®This section notapplicab/e
or wetlands
®This section not applicable
d. Description of buoy (color, inscription, size, anchor, etc.)
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
15' (west), 600' (east)
b. Proximity of structure(s) to adjacent docking facilities.
24' (west), 30' (east)
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body d. Water depth at waterward end of structure at NLW or NWL
Average width of Taylors Creek at project site is 414' The 10'+ NLW
most restnctive width at the site is 400'

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.
n/a
f 8. OTHER ®This section not applacabte ~
a. Give complete description:
February 1, 2011
Date
Moehring Group Holding LP Drystack Storage Marina
Project Name
Kathy B. Vinson
Applicant Name ,
~it/uiLiY~J
Appli nt Sign re

Drystack Storage Marina
Moehring Group Holding, LP
Town of Beaufort, Carteret County, North Carolina
Revised Project Narrative
February 1, 2011
Introduction
Moehring Group Holding, LP proposes to redevelop an existing warehouse for use as a drystack
storage marina. The building, known as the export warehouse, was constructed in the early
1980's and was previously used by the Atlantic Veneer Corporation to store wood products.
The project site consists of 3.3 acres located on Lennoxville Road adjacent Taylors Creek,
outside the corporate limits of the Town of Beaufort. The export warehouse drystack marina
project site comprises the western portion of a ± 9.5-acre waterfront parcel owned by the
applicants. The eastern portion of this parcel is also the site of a boat basin previously proposed
as part of The Blackcat, a larger marina project. The Blackcat was not permitted and was
withdrawn from consideration on January 27, 2011. (Please see attached letter from Daniel
Govoni, Assistant Major Permits Coordinator with the NC Division of Coastal Management,
officially retiring The Blackcat CAMA permit application.)
The property is located within the Extraterritorial Jurisdiction (ETJ) of the Town of Beaufort. It is
zoned Industrial Warehouse (1-W). The Town of Beaufort Board of Commissioners determined
that recent changes (in November 2010) to the Town's zoning ordinance designating marinas as
a "special use" are not applicable to this project and that the proposed drystack marina is a
permitted use. The project site is not located within a designated Historic District of the Town
of Beaufort. Commercial site plan approval by the Town will be required. Planning is underway
with Town officials to address all local requirements.
A commercial marina (Front Street Village) is located to the west of the project site, with single-
family residential uses to the east. The Atlantic Veneer Corporation plant is located across
Lennoxville Road on the north side of the project.
An existing onsite septic system has been authorized by the Carteret County Health
Department for change of use to serve a drystack marina with no more than 155 storage slips
and four employees. Interior plans are being developed to determine the exact number and
Moehring Group LP Drystack Storage Marina
Major CAMA Permit Application
February 1, 2011 Page 1

placement of racks to store the boats. A private well located on Atlantic Veneer property an the
north side of Lennoxville Road will provide potable water to the project.
No permanent boat slips are proposed for this project. Boat staging areas are designated on the
south side of two proposed floating docks. Once constructed, the owners intend to pursue
Clean Marina designation for the facility.
Site Description
The project site currently contains the warehouse, afree-standing garage, driveway, parking
area, and sidewalks. An existing septic system and a small section of bulkhead are also present.
Beyond the project area, the parcel also contains a parking lot, residential buildings, docks with
two boat slips, boat ramp, driveway, and bulkhead.
The site topography is relatively flat, with a gentle slope along the waterfront towards Taylors
Creek. The base flood elevation of the site is 7 feet (NAND 88 datum). Normal low water depths
of 10' + are found at the waterward end of the proposed docking facility.
A federal channel is located in Taylors Creek along the shoreline of the project site. The channel
is 100 feet wide with average normal low water depths of 15 feet. The Corps of Engineers
enforces a setback of 60 feet from the channel where no fixed structures are allowed. This
project complies with the setback requirements.
Native and landscape vegetation is found on the site, with areas of coastal and Section 404
wetlands located on the south side of the property. A copy of the jurisdictional wetland
determination approved by the US Army Corps of Engineers in September 2010 is included with
this application. A small amount of jurisdictional wetlands will be affected by the project.
A tree survey conducted as part of this project identified several live oak, hickory, cedar, and
pine trees with diameters measuring 5 inches or greater when measured at four feet above
grade. The locations of these trees are shown on project plans.
Pages 2 and 3 of the project plans portray existing conditions.
Moehring Group LP Drystack Storage Marina
Major CAMA Permit Application
February 1, 2011 Page 2

Project Description
The project includes demolition of portions of the existing warehouse building, as well as
interior building improvements to include installation of boat racks and a recycled water system
for boat wash-down. New construction includes a concrete pad for boat launching, pier with
gangways, floating docks with staging areas, fixed fueling platform with a boat sewage pump-
out, pedestrian pier/walkway, fish cleaning station, bulkhead extension, parking and loading
areas, installation of above-ground fuel storage tanks, and adriveway/ access road. Grading
sufficient for proposed improvements and to provide stormwater controls equal to or better
than existing development is also proposed. No dredging is planned.
Demolition
Page 4 of the project plans provides demolition details, including removal of a front portion of
the existing building. The area of the building to be removed (and associated impervious
surfaces calculation} will be converted to a parking area.
Existing paved areas totaling 14,294 SF are also designated for removal. An existing asphalt
parking area on the north side of the building (3,273 SF), brick pavers (426 SF), asphalt driveway
connecting to Lennoxville Road (2,524 SF), existing concrete area with loading ramp (4,448 SF),
concrete drive connecting to the existing detached garage (796 SF), and asphalt drive located
along the east side of the project (2,827 SF) will be removed. As noted on the project plans,
portions of the targeted paved areas may remain in or beneath the final paving configuration as
permitted for structural integrity and needed grading. Block walls noted on plans are slated for
remova! also.
Most of the demolition will occur outside of the CAMA AEC. A small section of the asphalt drive
located in the southeast portion of the project site is the only area within the AEC designated
for demolition.
Docking Facility and Bulkhead
An elevated pier connected to a highground concrete pad will be used to launch and retrieve
boats for storage in the drystack. The concrete pad will measure 12' x 58'and will connect to an
elevated 12' wide slatted pier with two parallel gangways, each measuring 6' x 20'. Pier length
from edge of marsh waterward is 69' {49' plus attached gangways). Pier length from the edge
of marsh to Normal High Water measures 20', with an additional 28' above NHW to edge of the
concrete pad.
Moehring Group LP Drystack Storage Marina
Major CAMA Permit Application
February 1, 2011 Page 3

Total length of the pier is 117', including attached gangways. The 12' pier width is necessary for
safe launch and recovery of boats being transported by forklift. The concrete pad and elevated
pier will be engineered to support the weight of the forklift and boats. The pier will be elevated
a minimum of 3' above the wetland substrate and oyster bed located at the site. The pier will
partially shade a small amount of wetlands and shell bottom.
As previously noted, two parallel gangways each measuring 6' x 20' are located at the
waterward end of the pier to allow for access to floating docks. The western ramp also inc{udes
a 6' x 6' landing on the landward end.
This project incorporates floating docks with pilings located on the landward side o'f the
structures outside of the required federal channel setback. Two floating docks will connect to
the pier gangways and will serve as boat staging areas. The western floating dock measures 6' x
172' and is located 15' from the riparian boundary of the adjacent riparian neighbor. The
eastern floating dock measures 6' x 140'.
No permanent boat slips are proposed. The boat staging areas will be located waterward of the
floating docks within the channel setback. Normal low water depths along the outer edge of the
docking facility measure a minimum of 10 feet.
A 6' wide slatted pedestrian pier/walkway connecting to the eastern gangway and extending to
the proposed asphalt lane is also included. Over the water, the elevated walkway will be
constructed parallel to the fixed launch and retrieval pier. It will then angle over the highground
to connect to the proposed asphalt lane. The pier/walkway is provided as a safety measure to
allow customers to access launched boats without entering the drystack building and walking
along the launch and retrieva! ramp where boats are being transported by heavy equipment. It
will also provide for improved access to the docks in the event of an emergency. From edge of
marsh waterward the pedestrian pier/walkway measures 52', with an additional 20' above
marsh to NHW. From NHW to edge of pavement the pier/walkway measures 69', for a total
structure length of 141'.
A 6' x 20' stationery fueling platform with a boat sewage pump-out is also proposed. Gas and
diesel tanks will be connected to upland above-ground fuel storage tanks (ASTs). The fueling
platform will be located at the end of the eastern ramp of the launch and retrieval ramp.
Moehring Group LP Drystack Storage Marina
Major CAMA Permit Application
February 1, 2011 Page 4

An existing bulkhead is located in the southeast corner of the project site. Project plans include
extending the bulkhead west to the property line for a distance of 350'. An area of wetlands at
an existing outfall location measuring 220 square feet (.005 acre) will be impacted by the
bulkhead construction. Due to the impracticality and additional cost of constructing a "box" in
the bulkhead around the area, filling the wetlands is necessary to straighten the bulkhead
alignment. 22.2 cubic yards of fill material will be needed. No mitigation is proposed due to the
high cost involved for the small area (the minimum fee charged by the NC Ecosystem
Enhancement Program is for .25 acre, which for this site would be more than $15,000).
Pages 5 and 6 of the project plans present the proposed development. Page 7 provides the
section drawing from the rear door of the building to the edge of the federal navigation channel
through the boat launch and retrieval pad and pier centerline. Page S gives an enlarged view of
the proposed docking facility.
Upland Development
Upland development associated with this project involves renovations to the existing
warehouse building to convert its use for drystack storage. New proposed highground
development includes construction of a 12' x 58' concrete pad for boat launching (to be
connected to the boat launching pier), an 8' x 10' fish cleaning station (to include a PVC fishing
line recycling receptacle), and a 15' x 50' asphalt loading area. Also included is a
driveway/access road measuring 495' x 20' from the edge of Lennoxville Road to the concrete
ramp. The access road includes a 12' x 32' turnaround. Installation of fuel storage tanks is also
proposed in the highground area as shown on project plans.
Parking for the project will be provided in accordance with local regulations. The Town of
Beaufort requires one parking space for every four dry slips, plus one space for every two
employees. A portion of the parking for the project will be at the site as shown on project plans.
A 19-car parking area on the north side of the building (216' x 42') and a 3-car parking area on
the east side (34' x 18') are proposed. Additional required parking will be located across
Lennoxville Road on property owned by the applicants.
A 6' x 230' slatted wooden patron walkway is proposed from the 3-car parking area to the edge
of the access road. Installation of above-ground fuel storage tanks are proposed as shown on
project plans. Grading sufficient for construction and to provide stormwater controls equal to
Moehring Group LP Drystack Storage Marina
Major CAMA Permit Application
February 1, 2011 Page 5

or better than existing development is also proposed. Most of the proposed upland work is
outside the CAMA AEC.
Building renovations include removal of a front portion of the building measuring
approximately 45' x 220'. (This area and associated impervious surFace calculation will be
converted to parking to serve the facility.) Interior renovations include installation of racks for
boat storage.
A proprietary closed loop recycling system for boat washdown is also proposed for installation
inside the building. The recycling system will include a floor depression and trench drain as
shown on project plans. By locating the recycling system inside the building, the system will not
be exposed to stormwater, thus contributing to the anticipated NPDES "no exposure exclusion"
for this project. Also, based on discussions with staff of the NC Division of Aquifer Protection, it
is anticipated that the recycling system inside the building will qualify for "deemed permitted"
status and will require no permit from this agency.
Existing paved areas within the project must also be removed to accommodate needed grading
and proposed improvements. Up to 14, 294 SF will be removed as shown on project plans,
although portions may remain in or beneath the final paving configuration, contingent on
structural integrity and as allowed by required grading.
stormwater Management
This project meets the 2008 Coastal Stormwater Rules redevelopment exclusion, which requires
no net increase in built-upon area (BUA) and that the project provides equal (or better)
stormwater control. Existing BUA at the project site totals 85,868 square feet, compared to
proposed BUA of 85,500 square feet. The proposed project also provides equal or better
stormwater control, in that sheet flow is increased and direct piped flow is reduced and
receives treatment not currently provided. An existing catch basin and pipe are to remain.
Grading plans are included with this application.
Proposed plans have been submitted to the Division of Water Quality (DWQ) for written
concurrence of the applicability of the stormwater redevelopment exclusion. DWQ has
requested additional information. The revised plans are being prepared and will show the
existing and proposed conditions and other required components.
Moehring Group LP Drystack Storage Marina
Major CAMA Permit Application
February 1, 2011
Page 6

it is anticipated that an NPDES permit will not be required far this project. Discussions and
onsite investigation with DWQ staff indicate that the "no exposure exclusion" will likely apply to
the project. Staff indicated that the final determination will be made after the project is built.
Construction Methods
Conventional upland building and marine construction mcthLdology will be employed in the
development of the project. A trackhoe, bulldozer, and dump truck will be used for demolition,
grading, and other upland development. A small tractor with front end loader will be used to fill
the small area of wetlands behind the bulkhead. The backfill will be placed on the site after the
bulkhead is installed.
Given that the project is expected to disturb approximately 57,000 square feet, approval and
implementation of an erosion and sedimentatian control plan will prevent negative erosion and
sedimentation impacts.
In areas with adequate water depths, marine construction will employ barge mounted
equipment with pile driving capability. In other areas construction will occur from the landward
side.
Moehring Group LP Drystack Storage Marina
Major CAMA Permit Application
February 1, 2011 Page 7

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