20071500 Ver 2_CAMA Application_20150407

Montalvo, Sheri A
From: Casmer, Jo '
Sent: Thursday, May 07, 2015 10:24 AM
To: Montalvo, Sheri A
Subject: RE: Looking for a Wetlands project
Attachments: Coastal Yacht Hangar 20071500v2.pdf
Here you go — thanks for your help.
From: Montalvo, Sheri A
Sent: Thursday, May 07, 2015 10:01 AM
To: Casmer, 3o
Subject: RE: Looking for a Wetlands project
I have not seen an app come in for this one...
If need be maybe you can send me over a copy and I can enter it?
Thanks
From: Casmer, Jo
Sent: Thursday, May 07, 2015 9:24 AM
To: Montalvo, Sheri A
Subject: Looking for a Wetlands project
HI Sheri: We've had a copy of a CAMA app since mid -April and still don't see it in BIMS. The memorandum (dated
4/18/2015) is showing it was sent to DWR but maybe it never made it?
Project Name: Coastal Yacht Hangar THIS WILL BE A VERSION 2 OF 20071500 WHICH IS NAMED BEAUFORT YACHT &
HANGAR MARINA
Applicant: Coastal Yacht Hangar, LLC
Location: 1301 Sensation Weigh, Beaufort, Carteret County.
Proposed Project: Construct 68 -slip marina /rail & lift system /sewer pump out - station, dredging, access boardwalks, etc.
Do you have anything on your end?
To Casmer
Administrative Assistant for Water Quality Regional Operations Section
NC Department of Environment & Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties
1

Pat- McCrdry
Governor
NCDEIRr
tNorth`Carolina De artmentMofEnvironmenf and Nat ural °Resources'
p
Donaltl-R Van.tler Vaart
•I ••
April 14,,2015
MEMORANDUM:
TO: =Linda Lewis
Jo Steenllu§ v
Division of Water Resources
Secretary
`RECEIVED /NCDENR /DWR
AP$ 1,7_;20,15.
.Water, Quaiity�Regional
Operations Section,
Wilmington Regional,Office
FROM: Daniel Govoni
Major'Permits Processing Coordinator
SUBJECT: Gk-MA/DREDGE &:FILL Permit Application Review
Applicant: Coastal Yacht.Hangar, LLG(Major'Mod ##05 -08)
ProjectLocation: On Core Creek; north side of the mouth of`Eastman.:Creek: Site is- at'1301
Sensation Weigh Rd., in`Jarrett Bay- Marme'Industrial Park, off of Hwy 10-1,
in Beaufort.
Proposed Project: Proposes to construct a 68 -slip marina, (47, permanent, 21 temporary), an .
automated, rail and lift system to accommodate an upland 330 -dry slip storage
facility, a sewer pump outstation and fuel pumps at a staging platform, new
dredging of an access channel,- access boardwalks, club house and °pool, ship
store, parking lot, and retaining wall.
Please indicate below your agency's position or viewpoint on,-the proposed project and return this form by
May 4, 2015. If you have any questions regarding the proposed project, please contact Brad Connell,
Permit officer.at (252) 808 -2808. Ext. 214. 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 th6 proposed, project..
This agency approves of the project only if the, recommended changes are
incorporated. See attached.
This ngency objects to the'piojec(,for;rea's" s�d6scribed,in the attached comments.
SIGNED ann rnmmarre�y,1V1pCpt)ea(i G ?N�r Carolina:28557. ,Y r
.. A
Phone: 252.808= 28b8.A FAX 252 - 247= 3330.1,Internet ,www.nccoastaimanagemedt.net;,- ,
' "An E ual 0 ortunit,IAf irmative "Action Em to er
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Coastal Yacht Hangar, LLC
2. LOCATION OF PROJECT SITE: On Core Creek, north side of the mouth of Eastman
Creek, in Carteret County. Site is at 1301 Sensation Weigh Road in the Jarrett Bay Marine
Industrial Park off of Highway 101 in Beaufort.
Photo Index - 2006: 21 -8760 grids 1-5,1-6, H -5, H -6, G -5, G -6, F;5, F -6, F -7, E -6, E -7, E-
8; 2000: 46 -582 grids T -17, S -17, S -18 -, S -19, R -18, R -19, Q -18, Q -19, Q -20, P -19, P-
20,0-19
State Plane Coordinates - X: 2695200 Y: 390100
Longitude: 34 48 16.00 Latitude: -76 40 57.60
3. INVESTIGATION TYPE: CAMA/D &F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit – several up to 2/16/15
Was Applicant or Agent Present – Yes
Photos Taken – Yes (aerial)
5. PROCESSING PROCEDURE: Application Originally Submitted – 3/5/15
Office – MHC
Application Received Complete – 3/18/15
6. SITE DESCRIPTION:
(A) Local Land Use Plan – Carteret County
Land Classification from LUP – Rural with Services
(B) AEC(s) Involved: CW, EW, PTA, WL, ES
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing – Town of Beaufort
Planned - Sewer lift station to connect to existing
(F) Type of Structures: Existing – None
Planned - 68 -slip marina, new excavation, automated
hydraulic boat lift & rail system, dry stack storage building,
club house & pool, ship store, fuel/sewage pump out dock,
golf cart bridges, kayak launch, fishing platform, wave
attenuator, associated USTs, retaining walls, parking lot,
and a vehicular bridge
(G) Estimated Annual Rate of Erosion: N/A
Source – N/A
7. HABITAT DESCRIPTION: DREDGED FILLEQ OTHER
(A) Coastal Wetlands
17,412 ft shaded
B Section 404 Wetlands
21,776 ft
18,854 ft shaded
(C) Open Water
383,750 ft
251,625 W incorp
75,681ft2 shaded
(D) High Ground
420,790 ft
(E) Total Area Disturbed: 862,582 ft2
(F) Primary Nursery Area: Core Creek —No; Eastman Creek —Yes
(G) Water Classification: SA; HQW Open: Yes (Conditionally Approved)
(H) Cultural Resources: None

Field Investigation Report:
Page 2 of 6
8. PROJECT SUMMARY: The applicant wishes to construct a 68 -slip marina (47
permanent and 21 temporary), an automated rail and lift system to accommodate an
upland 330 -dry slip storage facility, a sewer pump out station and fuel pumps at a
staging platform, neiv dredging of an access channel, access boardwalks, club house
& pool, ship store, parking lot, and retaining wall.
9. Narrative Description:
This is a request to modify an existing major permit. CAMA Major Permit #5 -08 was
issued on January 17, 2008 to authorize the construction of a 10 -slip docking facility,
excavation, dry stack building, automated rail and boat haul out system, clubhouse, pool,
and parking lot.
The property is a 27.5 -acre parcel in Jarrett Bay Marine Industrial Park, Carteret County. The
Carteret County Land Use Plan has classified,this area as Rural with Services, with CAMA
AEC's classified as Conservation. The applicant wishes to develop the property with a
commercial 68 -slip marina, dredging, and a 330 -slip dry stack storage facility with a
clubhouse and parking area for clients.
The parcel is located at 1301 Sensation Weigh, Lot 9, near Beaufort off of Highway 101. It is
located on the northern confluence of Eastman Creek and Core Creek, south of the Highway
101 high rise bridge. The proposed project will be on the Core Creek side of the property.
There is a total of 2,881' of shoreline on this property, along Core Creek and Eastman Creek.
Core Creek is approximately 690' across at this location. Eastman Creek is approximately
400' across at the mouth.
This site is undeveloped with uplands consisting of juvenile pine forest bordered by Section
404 wetlands and coastal wetlands along the shoreline. The Coastal Wetlands AEC is
comprised of Spartina alterniflora, Juncus roemerianus, Distichlis spicata, and Spartina
patens. Upland elevations range from 3' to 6', with an average elevation of 4.5'.
Core Creek and Eastman Creek waters are classified as SA, High Quality Waters. None of the
project area is within PNA; it does not have submerged aquatic vegetation, and is
conditionally closed to the harvest of shellfish. Eastman Creek is classified as a PNA. Clam
relaying is allowed in Core Creek and indicates the presence of a shellfish resource. Bottom
elevations within the project area range from -1 to —11 feet nlw. The bottom substrate is fine
silt and lends easily to resuspension. Proposed structures will be at least 100 feet outside of
the 80' USACE setback from the Core Creek ICW. These waters have an approximate +/ -3'
lunar tidal amplitude.
10. Proposed Development:
The applicant is requesting to expand from the permitted 10-slip docking facility to a 68-
Brad Connell April 14, 2015 Morehead City

Field Investigation Report:
Page 3 of 6
slip commercial marina (47 permanent and 21 temporary boat slips), as well as reconfigure
the layout of the permitted upland development. Included in the project, is a proposed
expansion of the permitted dredging footprint within the boat launch/retrieval basin area
and marina docks, near shore and extending offshore to access deeper water landward of
the AIWW.
The currently permitted upland development layout is proposed to be reconfigured with a
93,536 ft2 dry stack storage building, a 5,000 ft2 clubhouse, a 3,500 ftZ pool with a 20,000
ft, concrete apron, a 957- space parking lot, and a 2,400 ftZ ship store. The proposed 330 -
slip dry stack storage building would be constructed along the east side of the high ground
with some new Section 404 Wetland impacts. The proposed dry stack storage building
would be 135' high above grade. The three proposed 10,000 - gallon fuel underground
storage tanks (USTs) would be located near the northern property line, 65' landward of the
normal high water (nhw) mark.
The previously permitted access drive and parking area connecting to Sensation Weigh
will be enlarged to accommodate an additional 126,000 square feet of parking area and a
proposed 26' wide vehicular bridge access, east of this parking area, which will traverse
Section 404 Wetlands to connect from Sensation Weigh directly to the dry stack storage
building. The permitted club house, pool, parking lot, and ship store layout is proposed to
be moved to from the north side of the high ground to the west side of the high ground.
The proposed marina expansion and boat launch/retrieval area reconfiguration is to remain
adjacent to the Core Creek shoreline, the waterward most extent of the proposed structures
would be at least 90' from the AIWW channel setback. The proposed four -pier automated
boat transfer rail system would be approximately 45' from the northern property boundary.
Each one is proposed to be 6' wide and 353' long, traversing at least 3' high over the
Coastal Wetlands and connect to Core Creek. Connecting to the northern most rail pier
would be a floating docking facility with 21' staging boat slips. This proposed dock would
extend 400' waterward of the nhw, and greater than 250' from the nearest adjacent docking
facility.
This proposed floating docking facility would support seven boat slips, a 28' by 38'
platform and an "L" platform with fuel pump and sewage pump out services. The "L"
platform is proposed to be 10' wide and 410' long, parallel to the shoreline. It would be
400' from the nhw to the offshore platform extent and would support 21 side -to temporary
boat slips. It will be used for boat staging and pump services. It would have a 410' long
vinyl wave attenuator attached underneath it that will suspended beneath the dock 5' down
into the water column in order to minimize wave action. There are four finger piers and
three tie pilings proposed to support these seven boat slips. Each finger pier would be 3.5'
wide and 40' long. These seven boat slips would each be 14' wide.
The main marina platform wharf that is proposed would be a fixed dock adjacent and
parallel to the shoreline of Core Creek, averaging approximately 20' from the marsh. It
would contain four floating 10 -slip docking facilities at least 200' apart, for a total of 40
Brad Connell April 14, 2015 Morehead City

Field Investigation Report:
Page 4 of 6
slips. This main platform would be 14' wide and 1,373' long. This main fixed platform
would have a 6' wide floating platform running parallel to it on the west side for the full
1,373 feet. This main fixed platform would also support some accessory use platforms as
well. It would have a 16' by 30' fishing platform, a 19' by 20' kayak launch, a 16' by 30'
fish cleaning platform, and three 7' by 24' golf cart parking platforms and turn-outs.
This main marina wharf would connect back to the high ground, traversing Coastal
Wetlands, via six elevated pier cart paths. These piers would be grouped into three pairs.
The first pair on the north end would be 293' long, the second middle pair would be 199'
long, and the final pair towards the south end would be 561' long. Each of the six piers
would be 6' wide, with a 5' wide gap separating the pair. Each pair would have tuna -out
sections connecting the two, about midway down the length of the piers.
The 10 -slip floating dock on the south end, adjacent to the confluence of Eastman Creek
and Core Creek, would have a 10' wide and 199' long main pier with an 8' wide and 45'
"L" platform at the waterward terminus. This dock will have five finger piers and five tie
pilings to support these ten slips. Each slip would be 16' wide with each finger pier being
4' wide and 35' long. This docking facility would be approximately 1,000' waterward of
the nhw mark. Eastman Creek is approximately 420' wide at this location, near the mouth.
This section of the marina would extend 110' into the mouth of Eastman Creek.
The next proposed 10 -slip floating dock would be located 200' north of the
aforementioned wharf. It would have a pier walkway that is 10' wide and 148' long, with
a "T" platform at the end that is 8' wide and 80' long. There would be four finger piers
and six tie pilings associated with these 16' wide slips. Each proposed finger pier would
be 4' wide and 35' long.
The next proposed 10 -slip floating dock would be located 200' north of the
aforementioned wharf. It would have an identical configuration. However, the pier
walkway dimensions would differ as it would be 10' wide and 170' long.
The fourth proposed 10 -slip floating dock structure would be located 200' north of the
aforementioned wharf and 205' south of the fuel and sewage pump out platform. This
proposed 10 -slip dock would have an identical configuration to the previous two.
However, the pier walkway dimensions would differ as it would be 10' wide and 147'
long.
The applicant also proposes to conduct new dredging of an area from inside the boat
launch/retrieval area out 250' to the edge of the 80' dredging, AIW W channel setback in
order to access deeper water for a boat channel. The proposed dredging area has current
depth soundings ranging from --3' nlw sloping down to —10' nlw offshore. The applicant
wishes to excavate down to —10.0' nlw depth to the boat rail stations near shore using a
backhoe on a floating barge. This would result in 7,648 cubic yards of material being
removed from an area 250' long by an average of about 118' wide. The spoil is to be
disposed of at a high ground, non jurisdictional site, pending DCM approval.
Brad Connell April 14, 2015 Morehead City

Field Investigation Report:
Page 5of6
The applicant proposes to conduct new dredging of an additional area from the main
marina fixed dock out an average of 250' at least 120' from the edge of the 80' USACE
AIWW channel setback in order to access deeper water for the four 10 -slip docks. The
proposed dredging area has current depth soundings ranging from -2' nlw sloping down to
-4' nlw offshore. The applicant wishes to excavate down to -4' nlw depth to the boat rail
stations near shore using a backhoe on a floating barge. This would result in 14,002 cubic
yards of material being removed. The spoil is to be disposed of at a high ground, non -
jurisdictional site, pending DCM approval. The proposed excavation is to accommodate
large vessels access to the proposed near shore marina docking and haul -out facilities.
11. Anticipated lm acts:
The proposed 10 -slip docking facility section on the southern end of the marina may pose a
hazard to navigation. Although it would be sited on Core Creek, it appears to encroach
into the mouth of Eastman Creek. The most constrictive point on the property along
Eastman Creek is approximately 115' across and the width at the mouth of Eastman Creek
is approximately 460' across. This proposed marina would encroach 115' into the mouth
of Eastman Creek, and potentially into the slough, or natural channel, which is traditionally
used for navigating into and out of Eastman Creek.
This proposal would possibly have a significant impact oil a shellfish resource in the
project area. The Division of Marine Fisheries conditionally allows relaying of shellfish
from this area of Core Creek to private leaseholders. The proposed formalized boat slips
would be at least 200' apart. However, those sections of floating dock within those 200'
separations, coupled with the 21 boat slips proposed along the 410' long staging dock,
could have an impact on these Conditionally Approved shellfish waters.
As proposed, the docks, platforms, and rail system will shade approximately 18,000 ft2 of
Section 404 and coastal wetlands and 75,681 ft2 of open water /shallow bottom habitat, which
incorporates 251,625 ft2 along 2,881' of shoreline. The dry stack storage facility will be a
high profile structure, at an elevation of 135' above grade.
The intended uses include commercial wet slip dockage and dry stack storage of marine
vessels. The depth contour beneath the wet slips and the excavation of the area should
prevent scarring. The proposed structure should not be a hazard to navigation by staying at
least 100' landward of the USACE's 80' Channel Setback Line. This proposed facility would
concentrate marine vessel traffic in Core Creek, at this specific site.
The proposed dredging will result in the removal of 21,650 cubic yards of material, impacting
3 83,750 ft2 of shell bottom habitat. The proposed dredging may cause a temporary increase in
turbidity. Due to the tidal velocity in this area, there is a high probability of future excavation
requests for this marina. As a result of this proposal, approximately 422,000 ft2 of high
ground and Section 404 Wetlands will be impacted. Approximately 23% of the entire tract
Brad Connell April 14, 2015 Morehead City

Field Investigation Report:
Page 6of6
would be covered by impervious surface, with approximately 14% of the 75' Estuarine
Shoreline AEC covered by impervious surface.
No SAV were observed in the area. These waters of Core Creek are not listed as Primary
Nursery Area (PNA) and are classified as SA, High Quality Waters. The waters of the
adjacent Eastman Creek are classified as PNA.
Brad Connell April 14, 2015 Morehead City

Narrative
Major CAMA Application
The Coastal Yacht Hangar, LLC
Owner:
The Coastal Yacht Hangar, LLC
362 Tyler Dr.
Clearbrook, VA 22624
(540)327 -6713
Engineer:
Stroud Engineer, P.A.
Charles M. Cullipher, PE
151 -A Hwy 24
Morehead City , NC 28557
(252) 247 -7479
Stroud Engineering, P.A. is requesting a Major Modification to a CAMA Major Permit. Permit #:
5 -08, issued on January 17th, 2008 is a previous permit for the development of this parcel in a similar
concept of a marina and boat storage layout. The original permit allowed for one (1) 6' wide pedestrian
pier and four (4) 6' wide rail piers for boat transport crossing coastal wetlands. Waterward of the
coastal wetlands there was a launch and retrieval wharf with three (3) stalls where boats could connect
to the transport rail cars, a staging dock to the north of this wharf with two (2) platforms, approximately
240' and 150' long, for fuel, sewage pumpout and boat staging. To the south of the wharf was a 330'
long and 18' wide main dock that ran parallel to shore for pedestrian access to a single 6' wide T -head
platform with 3' wide finger piers and ten (10) wet slips. Both the wharf and T -head platform extended
200' from the main 18' dock into the water. On the upland portion of the site the original permit
allowed an 82,000 SF dry stack boat storage building that could house 268 boats, a clubhouse with a
3,000 SF footprint, a pool with patio and sidewalks adjacent to the clubhouse and 124,244 SF of drives
and parking for access and 259 parking spaces. Please see the attached site plan of the previously
permitted site plan.
The modification of CAMA Major Permit #: 5 -08 seeks to expand on the previously permitted
development. The concept of a dry boat storage facility, launch and retrieval wharf, wet slips,
clubhouse, pool and affiliated parking remains the same. This modification proposes three (3) double 6'
wide pedestrian piers with 5 feet spacing between each crossing the coastal wetlands. They are labeled
Pier 1, Pier 2 and Pier 3 on the Site Plan. The developer plans to use golf carts to transport people and
their gear /supplies to the wet slips. The double 6' wide pedestrian piers allows golf carts to travel in
both directions on separate piers, preventing backtracking for users and safety issues for pedestrians.
The four (6') wide rail piers for boat transport remain the same except they are in a straight line as
opposed to curved. Waterward of the coastal wetlands there is a launch and retrieval wharf with a 10'
wide, 409.75' long floating platform that is also a wave attenuator, seven (7) wet slips for boat staging
and a fixed waiting area platform. The main dock running parallel to shore has a fixed 14' wide dock and
a floating 6' wide dock. On the fixed portion of the main dock are three (3) 24'x7' golf cart stations that
allow for golf carts to be parked at convenient locations to the wet slips without encumbering the
pedestrian activity on the dock. There is also a 36'x16' fish cleaning station in the middle of the main

dock, a 36'x16' fishing platform at the end of the main dock and a 20'x18.5' floating kayak launch at the
end of the main dock. All of these additions are proposed in a manner to promote functionality and
user safety. Attached to this main dock are Docks A through D. Docks A, B and C are 10' wide T -head
platforms with ten (10) 40' long wet slips with 4' wide finger docks. Dock D is a 10' wide platform with
ten (10) 40' long wet slips and 4' wide finger docks. Per Shellfish Sanitation requirements each dock has
a minimum of 200' of separation. There are 40 total wet slips for Docks A through D. The launch and
retrieval wharf and Dock A have fueling and sewage pumpout stations. Dredging is proposed to in the
area marked on the site plan. It is expected that Shellfish Sanitation will conduct a study to determine if
shellfish need to be relocated due to the dredging. The developer is aware of this condition and is
prepared to provide relocation if necessary.
On the landward side, this modification proposes a 92,272 SF dry stack boat storage facility that
can house 330 boats, a clubhouse with a 5,000 SF footprint, a pool with patio and sidewalks, a boat
store for boat provisions, a boat washing facility with water reclamation system underground, 178,770
SF of pervious pavers for drives and parking providing 353 parking spaces and outdoor drystack boat
storage racks that can hold 623 boats. Also in an effort to promote user safety and reduce impacts to
the wetlands an approximately 26' wide, 639' long wooden bridge is proposed across 404 wetlands to
provide water access for the public. The high ground access area is proposed as forklift, emergency
vehicle and employee only drives. The proposed bridge prevents members of the public from
interacting within the fork lift boat moving environment while reducing the fill necessary for a roadway
to access the water side of the property.
The tract's area is 28.85 acres with a significant portion being wetlands. It is located in Jarrett
Bay Marine Park on Sensation Weigh in Beaufort, NC. To the east of the proposed site is an existing
boat repair facility, Moore Smith Marine. To the north is an existing boat repair facility, True World, Inc.
To the south is Eastman Creek and to the west is Core Creek. There are no current developed portions
of the tract although it has been cleared of trees.
There are wetlands on this site and 0.49 acres are being impacted with fill. The majority of the
impact is on the east side of the dry storage facility. Wetlands impacts have been minimized to the
extent practical, primarily by the proposed wooden bridge connecting the entrance to the storage
facility. Awetlands impact map is included in the attached package.
.) t=

9. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
The Coastal Yacht Hangar, Llc
Coastal Yacht Hangar
Stroud Engineering, Pa
Applicant 1: First Name
MI
Last Name
Agent/ Contractor 1: First Name
Richard
McGough
Applicant 2: First Name
Ml
Last Name
Cullipher
Gary
Agentl Contractor 2: First Name
Johnson 252- 622 -5926
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
Cullipher
State
362 Tyler Dr.
Clearbrook
PO Box
VA
ZIP
Country
Phone No.
FAX No.
22624
USA
540 - 327 -
6713 ext.
540 - 677 - 9551
Street Address (if different from above}
City
Estill
28557
ZIP
Email
7479 ext.
rick @coastalyachthangar.com 2garyjohson @gmail.com
FAX No.
Contractor #
2. Agent(Contractor Information
Business Name
Stroud Engineering, Pa
Agent/ Contractor 1: First Name
MI
Last Name
Charles
M
Cullipher
Agentl Contractor 2: First Name
MI
Last Name
Ronald
D
Cullipher
Mailing Address
PO Box
City
State
151A NC HWY 24
Morehead City
NC
ZIP
Phone No. 1
Phone No. 2
28557
252 - 247 -
7479 ext.
ext.
FAX No.
Contractor #
252 247 4098
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
c;_(f -iVF.D
<Form continues on back> ,t4R ; 7rj1,;
252- 808 -2808 .. 1. 888- 4RCOAST .: www.nccoastalmanagement.net

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Carteret
1301 Sensation Weigh
1242
Subdivision Name
City
State
Zip
Jarrett Bay Marine Park
Beaufort
NC
28516-
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext
I I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Core 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
Newport River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
❑Yes 21No
work falls within.
Carteret County
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq ft.)
2,881
1,197,900
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
3.0' ®NHW or ❑NWL
e. Vegetation on tract
Marsh grass, shrubs, grass, weeds, small trees (hardwoods and pine)
f. Man -made features and uses now on tract
There are none
g. Identify and describe the existing land uses ad�ace_nt to the proposed project site.
To the north is True World, Inc. boat manufacturer and boat repair. To the east is Moores Marine, Inc. wood boat and yacht
repair /restoration
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
IW - Industrial & Wholesale
(Attach zoning compliance certificate, if applicable)
®Yes ❑No DNA
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?
<Form continues on next page>
252 -808 -2808 ;: 1- 888 -4RC ®/AST :. www.nccoastalmanagement.net

Form DCM MPA (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (1) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? ®Yes ❑No
(iii) If yes to either (1) or (ii) above, has a delineation been conducted? ®Yes []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
A sewer system exists in the marine park. It flows by gravity to a lift station that ties a force main for the marine park into the
Town of Beaufort's collection system and is ultimatelytreated by the Town of Beaufort.
o. Describe existing drinking water supply source
Potable water is provided by the Town of Beaufort to Sensation Weight
p. Describe existing storm water management or treatment systems.
There are no existing storm water facilities
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ❑Public/Government
❑Private /Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
This project consists of a wet slip marina, indoor and outdoor dry stack boat stgrage, a clubhouse, ship store, pool, patio,
docks, recreational area and associated parking and infrastructure.
c Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
The "Bucket to Barge" method will be used for dredging. A barge will also be used for dock construction. Excavators, bull
dozers, cranes, etc will be used to grade, install utilities and construct the buildings. All equipment will be stored on -site.
d. List all development activities you propose.
Clearing & grubbing, grading (rough and fine), marine construction of bulkheads and docks, trenching for utilities, building
construction, pervious pavers, concrete, pool, steel erection for dry stack building, wooden bridge construction over wetlands
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? 9.66 ❑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 runoff sheet flows into the adjacent wetlands to the east, south and west of the site. The proposed runoff will collect
water through pervious pavers for infiltarion and /or sheet flow to the adjacent wetlands to the easet, south and west of the
site.
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.
<Form continues on back> R. ('Elvci ,
' 1.2
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- , 5, .
Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6.. Additional Information
In addition to this completed application form, •(MP -1) the following iterns below, if applicable, must be ,submitted in order for the application
package to be.complete: items (a) —,(t) are always•applicable to anyMpjordevelopmcnt application. Please consult the application
instruction booklet on how to properly prepare the required items below:
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross - sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Smith Moores, LLC Phone No, 252 -504 -7060
Address 1410 Avenue E Rive ria Beach, FL 33404
Name True World Marine Phone No. 252 - 723 -9370
Address 1145 Sensation Weigh 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 dates.
CAMA Permit #: 5 -08
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 Lana)
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 th t the information provided in this application is truthful to the best 1of my knowledge.
Date /fir /�' Print Name lJ�d�f,��5 �i� (� )der/-
_
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information NDCM MP -5 Bridges and Culverts :yrC r iv p
®DCM MP -3 Upland Development
®DCM MP -4 Structures Information ='7 `' l 101',%
252 - 808 -2808 :. 1- 888- 4RCOAST :. www.nccoastaimanagement.net

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.
1. EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NI-IW or NWL in b. Type of material to be excavated.
cubic yards. Sand
21,650 CY
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 OSB TM
OWL ❑None
(li) Describe the purpose of the excavation in these areas:
d. High - ground excavation in cubic yards.
To provide functional depths for boat launching retrieval and
Access
navigation.
12, DISPOSAL OF EXCAVATED MATERIAL
❑This section not applicable
a. Location of disposal area.
Other
Off site - To Be Determined
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
e. (i) Does the disposal area include any coastal wetlands/marsh
(NLW or
(OW), submerged aquatic vegetation (SAV), shell bottom (SB),
❑Yes ®No ❑NA
or other wetlands (WL)? if any boxes are checked, provide the
(!i) If yes, how much water area is affected?
Breakwater
shoreline
❑CW ❑SAV ❑SB
NWL )
OWL ®None
(ii) Describe the purpose of disposal in these areas:
stabilization
Length
1,400
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135
Width
100 -400
100
Avg. Existing
-2.75'
-4.0
NA
NA
Depth
Final Project
_4.00
-10.0
NA
NA
Depth
1. EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NI-IW or NWL in b. Type of material to be excavated.
cubic yards. Sand
21,650 CY
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 OSB TM
OWL ❑None
(li) Describe the purpose of the excavation in these areas:
d. High - ground excavation in cubic yards.
To provide functional depths for boat launching retrieval and
navigation.
12, DISPOSAL OF EXCAVATED MATERIAL
❑This section not applicable
a. Location of disposal area.
b. Dimensions of disposal area
Off site - To Be Determined
c. (i) Do you claim title to disposal area?
d (i) Will a disposal area be available for future maintenance?
[--]Yes ❑No ®NA
[]Yes ❑No ®NA
(ll) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh
f. (i) Does the disposal include any area in the water?
(OW), submerged aquatic vegetation (SAV), shell bottom (SB),
❑Yes ®No ❑NA
or other wetlands (WL)? if any boxes are checked, provide the
(!i) If yes, how much water area is affected?
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of disposal in these areas:
:''iAk
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Fo;ra41J•MCM MP-2 (Excavation and F111, Page 2 of 2)
3: :S00RELINE STABILIZATION 9 rh-is section 'not applicable
{!f deVelopmerit is a, wood groin, use MP, -4 — Structures)
a. Type of shoreline stabilization: b. Length:
❑Bulkhead ❑Riprap ❑Breakwater /Sill ❑Other. Width:
c. Average distance waterward of NNW or NWL: 31' d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater /Sill Other
i. Source of fill material.
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.
h. Type of fill material.
4.. - OTHER, FILL ACTIVITIES - ❑This section not applicable
(Exc!udrng Shoreline 'Stabi /ization)
a. (1) Will fill material be brought to the site? ®Yes []No ❑NA b. (i) Will fill material be placed in coastal wetlands /marsh (CW),
It yes,
(ii) Amount of material to be placed in the water Q
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (sd), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL 21775.6❑None
(il) Describe the purpose of the fill in these areas:
404 Wetlands to be filled for dry stack indoor building, access
drives and parking area
5. 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., dragline,
controlled? backhoe, or hydraulic dredge)?
it will be stockpiled and surrounded in silt fence. The method for all dredging will be "bucket to barge"
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.
Date
Coastal Yacht Hangar
Project "Name
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ONO ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Coastal Yacht, Hangar, l-LC,
-- APP ri a
Agent of Coastal Yacht,Hangar
ApplicanjSignat, re, RECEIVED
:alai? z ;j %D1r,
252.808 -2808 :: 1- 888.4RCOASY :: www.nccoastaIrnanaaement.net v revised. 12/26/08

Form DCM MP -3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. 9
1 clubhouse, 1 ship store, 1 indoor dry stack building, 1
office, 1 mechanical room and 4 outdoor dry stacks,
178,770 SF of drive aisles and parking lots constructed with
pervious pavers, a 8'tall screen wall to separate the public
from moving boats, a bulkhead /retaining wall with 2'
concrete cap for aesthetics
c. Density (give the number of residential units and the units per
acre).
0
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: concurrently with CAMA
submittal
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.
13.82%
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.
23.42%
j. Describe proposed method of sewage disposal.
On -site pressure sewer will connect to the Town of Beaufort
system at a cul -de -sac near the entrance to the site.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
9.66 ac
List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Concrete and building roof for impervious surfaces.
Pervious pavers for semi - pervious surfaces.
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- concurrently with CAMA
submittal
Have the facilities described In Item (i) received state or local
approval? pVr t,
❑Yes ®No ❑NA
If yes, attach appropriate documentation. ;(1;; %%r11r1
• li f•ii
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, "wash down" and residential discharges). []Yes ®No DNA
Surface runoff will occur. Wash down waters to be collected If yes, attach appropriate documentation
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FO- rrmISCM MP -3 (Upland Development, Page 2 of 2)
in reclamation system. No other effluent shall happen at
this site.
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc)
Town of Beaufort public water supply
o. When was the lots) platted and recorded?
05 -11 -2005
Date:
:'Coastal Yacht Hangar,
'Pr'oject Name
Coast2l=Yachf Hangar, LLC
Applicant' Name. • _ . "
Agent of Coastal Yacht Hangar, LLC
Applicant Signature
n. (i) Will water be impounded? {]Yes ONO ❑NA
(Ii) If yes, how many acres?
p, If proposed development is a subdivision, will additional utilities be
installed for this upland development?
OYes ®No ❑NA
� ?Ff;F:1VF:D
252- 808 -2808 :: 1- 888- 4RCOAST :: www.nccoastalmananement -net revised: /2126/06
l

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.
9, DOCKING FACILITY /MARINA CHARACTERISTICS
a. (i) Is the docking facility /marina:
®Commercial ❑Public/Government ❑Private /Community
[3 This section not applicable
b. (i) Will the facility be open to the general public?
®Yes []No
c. (1) Dock(s) and /or pier(s)
d. (i) Are Finger Piers included? ®Yes []No
(ii) Number 7
If yes:
(iii) Length Piers 1, 2 &'3 are double 6' wide piers with 5
(ii) Number 21
separation. Pier 1= 293LF, Pier 2= 196LF, Pier 3 =561 LF.
(III) Length L &R Wharf 35'x3.5' and 40'x3.5', Piers A
Four separate V wide piers for boat transfer rails. All four
through D 35'x4'
transfer rail piers = 353LF
(iv) Width 3.5' -4.0'
(iv) Width 6
(v) Floating ®Yes []No
(v) Floating ❑Yes ®No
e. (i) Are Platforms included? ®Yes ❑No
f. (i) Are Boatlifts included? ❑Yes ®No
If yes:
If yes:
(ii) Number 7
(11) Number
(iii) Length Main Fixed Dock= 14'wide x 1,373LF, Main
(iii) Length
Floating Dock = 6'x1,373', Launch and Retrieval
(iv) Width
Wharf= 10'x409.75', DodA= 10'x155.16. Dock
B= 10'x177.47', Dock C= 10'x156.18'. Dock D= 1 0'x207.0,
Kayak Launch = 185x20' (3) Golf Cart Stations = 24'x7',
Fishing Pier= 30'x16', Fish Clenaing Station = 30'x_1.6'
(iv) Width Varies - See above
(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
47
® Full service, including travel lift and /or rail, repair or
(ii) Number of slips existing
maintenance service
® Dockage, fuel, and marine supplies
0
® Dockage ('wet slips ") only, number of slips: 47
E Dry storage; number of boats: 953
❑ Boat ramp(s); number of boat ramps:
® Other, please describe:
A ship store for boat provisions.
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, sell boats, mixed types).
®Open water; dredging for basin and /or channel Mixed
[]Open water; no dredging required
❑Other, please describe:
%` ,
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• F®irni DCM MP -4 (Structures, (Page 2 of 4)
k. Typical boat length: 20' -50'
m. (i) Will the facility have tie pilings?
®Yes ❑No
(il) If yes number of tie pilings?
78 -All piles whin floating dock s rLstem that can be tied to.
I. (1) Will the facility be open to the general public?
®Yes []No
2, . DO&ING FACILITY /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: 10; Location: 3 per gender in clubhouse and 2 per gender in the ship store
® Showers
® Boatholding tank pumpout; Give type and location, Sewage pumpout located on Pier A and L&R Wharf
b. Describe treatment type and disposal location for all sanitary wastewater.
An on -site pressure sewer system will pump the wastewater to the Town of Beaufort collection system. There is a Town
manhole located in the cul -de -sac near the site entrance on Sensation Weigh. Tie -in will occur there.
c. Describe the disposal of solid waste, fish offal and trash.
Fish waste to be discarded into waters at fish cleaning station. Other solid waste to be discarded into dumpster and picked up
by private waste contractor.
d How will overboard discharge of sewage from boats be controlled?
There are 2 sewage pumpouts proposed on the docks.
e. (1) Give the location and number of "No Sewage Discharge" signs proposed.
5 signs. 1 at Pier A to D and at the Launch and Retrieval Wharf.
(n) Give the location and number of " Pumpout Available" signs proposed.
5 signs. 1 at Pier A to D and at the Launch and Retrieval Wharf.
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?
Individual contractors will dispose of their waste during maintenance off site.
h• Give the number of channel markers and "No Wake' signs proposed. N/A
I. , Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality.
1 dispenser at Pier A and 1 dispenser at the Launch and Retrieval Wharf. Storage tanks are on high ground.
j. What will be the marina policy on overnight and live- aboard dockage?
Transient boats are allowed for overnight and live- aboard dockage.
I,.A-...wa ,., , :,-,
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• F®rni ®CM MP -4 (Structures, Page 3 of 4)
k. Describe design measures that promote boat basin flushing?
N/A
I., If this project is an expansion of an existing marina, what types of services are currently provided?
No
m. Is the marina /docking 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 (CW), submerged aquatic vegetation (SAV), shell bottom
(S13), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
®CW 0 ❑SAV 0SI3 370.670 SF
®WL 0 ❑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) ®This section not applicable
a. (1) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private /Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from driphne dimensions.
4. GROIN (e.g., wood, sheetpile, etc. if a rock groin, use MP -2, Excavation and Fill,) ®This section not applicable
a• (I) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) [I This section not applicable
a• Length 409.75' b. Average distance from NHW, NWL, or wetlands
169' average from coastal wetlands
c. Maximum distance beyond NHW, NWL or wetlands
197.5,
16. MOORING PILINGS and BUOYS ®This section not applicable 1
a. Is the structure(s): b• Number
❑Commercial ❑Public/Government ❑Private/Community
i
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revised: 12/27/06

Forrt9 DCM MP -4 (Structures, {Page 4 of 4)
c• Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, ff present.
e. Arc of the swing
7. GENERAL
a Proximity of structure(s) to adjacent riparian property lines
15.74' minimum from True World, 21.8' average
Note • For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
Varies - 677,53' to 956.72' across Core Creek
Varies - 228.35' to 380.75' across Eastman Creek
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. Description of buoy (color, Inscription, size, anchor, etc.)
b. Proximity of structure(s) to adjacent docking facilities
291.67' minimum
d. Water depth at waterward end of structure at NLW or NWL
Varies - 2.4' to 5.7' depth at NLW
`8. OTHER ®This section.not applicable l
a. Give complete description:
3/18/15
Date
Coastal Yacht Hangar:
Project Name,
Coastal Yacht Hangar, LLC'
Applicant'Name /l
ta:�� Agent of Coastal Yacht Hangar, LLC
'Applicant Signature
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revised: 12/27106

Form DCM MP -5
BRIDGES and CULVERTS
Q
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. BRIDGES L] This section not applicable
a, is the proposed bridge: b. Water body to be crossed by bridge:
®Commercial ❑Public/Government ❑Private /Community 404 Wetlands. No water bodies shall be crossed,
c. Type of bridge (construction material):
Wood
d. Water depth at the proposed crossing at NLW or NWL.
There is, no water beneath this bridge
e. (i) Will proposed bridge replace an existing bridge? ❑Yes ®No - f. (i) Will proposed bridge replace an existing culvert? ❑Yes ®No
If yes, If yes,
(ii) Length of existing bridge: (4) Length of existing culvert:
(ii) Width of existing bridge: (iii) Width of existing culvert-
(iv) Navigation clearance underneath existing bridge: (iv) Height of the top of the existing culvert above the NHW or
(v) Will all, or a part of, the existing bridge be removed? NWL:
(Explain) (v) Will all, or a part of, the existing culvert be removed?
(Explain)
9• Length of proposed bridge: 643 LF
I. Will the proposed bridge affect existing water flow? []Yes ®No
If yes, explain:
k• Navigation clearance underneath proposed bridge: N/A
m. Will the proposed bridge cross wetlands containing no navigable
waters? ®Yes []No
If yes, explain• The bridge crosses 404 wetlands only. It
does not cross coastal wetlands or a body of water.
h. Width of proposed bridge: 26'
j. Will the proposed bridge affect navigation by reducin or
increasing the existing navigable opening? Yes ®No
If yes, explain:
I Have you contacted the U.S. Coast Guard concerning their
approval? - []Yes ®No
If yes, explain:
n• Height of proposed bridge above wetlands: 3' minimum
2, CULVERTS IM This section not applicable
a• Number of culverts proposed:
b. Water body in which the culvert is to be placed:
< Form continues on back>
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Form '®CM MP -5 (Bridges and Culverts, Page Z of 4)
c. Type of culvert (construction material):
d. (i) Will proposed culvert replace an existing bridge? e. (i) Will proposed culvert replace an existing culvert?
❑Yes ❑No ❑Yes ❑No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge: _
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
If yes,
(u) Length of existing culvert(s):
(iii) Width of existing culvert(s):
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
f. Length of proposed culvert: 9• Width of proposed culvert:
h. Height of the top of the proposed culvert above the NHW or NWL. 1. Depth of culvert to be buried below existing bottom contour.
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes []No
If yes, explain:
k. Will the proposed culvert affect existing water flow?
❑Yes ❑No
If yes, explain:
3.. ExcAvATION and FILL El This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes ®No
If yes,
Cii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards-
c. (1) Will the placement of the proposed bridge or culvert require any
high- ground excavation? ❑Yes ®No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated.
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands /marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas,
There will not be any excavation
253- 808 -2808 :: 1. 888- 4RCOAST :: www.inicconstallmanagerinent.net
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revised: 10/26/06
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Foem '®CM MP -5 (Bridges and Culverts, Page 3 of 4)
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area:
(ii) Dimensions of the spoil disposal area:
(iii) Do you claim title to the disposal area? []Yes ❑No (If no, attach a lettergranting permission from the owner.)
(Iv) Will the disposal area be available for future maintenance? ❑Yes ONO
(v) Does the disposal area include any coastal wetlands /marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (VVL), or shell
bottom (SB)?
❑CW ❑SAV OWL ❑SB ❑None
If any boxes are checked, give dimensions if different from (il) above.
(vi) Does the disposal area include any area below the NHW or NWL? ? []Yes ❑No
if yes, give dimensions if different from (li) above.
e. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ❑Yes ONO
If yes,
(n) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands /marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected
❑CW ❑SAV ❑SB
OWL 7§ 2.36 []None
(ii) Describe the purpose of the excavation in these areas:
Fill will be placed on the south end of the bridge in 404
wetlands in order to complete construction of the end
bent
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high - ground? ®Yes []No
If yes,
(il) Avg, length of area to be filled: 60'
(iii) Avg. width of area to be filled: 34'
te
(iv) Purpose of fill- To raise the connecting road to the F."(- r l\ /f D
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north and south end bents at the desired elevation of 3'
minimum height above wetlands at. ' `�'t 7.0115
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ❑Yes ONO detour structures? Yes ONO
If yes, explain: If yes, explain:
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
< Form continues on back>
252- 808 -2808 :: 1. 888- 4ftCOAST :: www.nccoastaimanagement.net revised: 10126106

^ A
-FoVBfl't'®CM MP -5 (Bridges and Culverts, Page 4 of 4)
C Will the proposed project require any work channels? d
❑Yes ®No
If yes, complete Form DCM -MP -2.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Bull dozer for approach to end bents. Top down
construction using hydraulic pile driver
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ❑Yes ®No
If yes, complete form MP -2, Section 3 for Shoreline
Stabilization only.
1/18115:.'
Date ;
Coastal Yacht Hangar
,FroJect�Name'. ' � .• � ' • �.
''Chatles Cullipher, Authorized Agent
A'pplicgnt'Nam'e .
A'rrplicant Signature
How will excavated or fill material be kept on site and erosion
controlled?
Fill will be hauled in and worked with immediately or
stockpiled with silt fence around the stockpile area.
Excavation is not expected but if it occurs it will
behauled off or stockpiled and surrounded in silt fence.
f. Will wetlands be crossed in transporting equipment to project site?
❑Yes ®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
-1,
REC,'':IVE-D
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ATLANTIC I-NTRACOASTAL WATERWAY
CORE CREEK WETLANDS FILL &
ROJECT,#: ' PM 1676-1
ESICN FILE'#i IG76COASTAL
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