20061931 Ver 4_CAMA Application_20151207

Environmental
Quality
November 30, 2015
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
20'5126'
Karen Higgins
Division of Water Resources
Courtney Spears
Major Permits Processing Coordinator
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
CAMA/DREDGE & FILL Permit Application Review
Old Bear, LLC
DEC 0 7 2015
Craven County, adjacent a man-made basin off of the Neuse River, at the
end of Galloway Street (SR 1609), near Bridgeton.
Proposed Project: Proposes to construct a marina within an existing upland basin, a dry stack
storage facility, a haul out pad, a driveway, a parking lot, and a pond for
commercial use adjacent to Duck Creek.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by December 20, 2015. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. 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 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
Nothing Compares—,_,_
State of North Carolina I Environmental Quality
400 Commerce Avenue/Morehead City. N.C. 28557
252-808-2808 1252-247-3330 [fax]
An Equal Opportunity 1 Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Old Bear LLC
LOCATION OF PROJECT SITE: The project is located adjacent to a man-made basin
off of the Neuse River at the end of Galloway Street (SR 1609), near Bridgeton, Craven
County.
Longitude: 77° 0'22.05"W Latitude: 35° 6'9.43"N
INVESTIGATION TYPE: CAMA
INVESTIGATIVE PROCEDURE: Date(s) of Site Visit — 5/5/15
Was Applicant or Agent Present —Yes
Photos Taken — No
PROCESSING PROCEDURE: Application Received — cc: 11/4/15
Office — MHC
SITE DESCRIPTION:
(A) Local Land Use Plan — Craven County (10/29/2009)
Land Classification from LUP — Rural with Services
(B) AEC(s) Involved: EW, PTA, ES, PTS
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing — None
Planned - City of New Bern
(F) Type of Development: Existing — None
Planned - 105 -slip marina, 200 -slip dry stack building with
ship's store, haul out pad, 68 -space parking lot, driveway,
and storm water pond
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
HARI'TAT IIF.QCRIPT1nN• DRFDC-RD FILLED INCORP/SHADED
(A) Open Water 32,372 ft2 shaded
405,000 ft2 incorp (basin)
(B) High Ground _____7F13,125 ft2,IF 110,875 ft2
(E) Total Area Disturbed: 529,000 ftl
(F) Primary Nursery Area: No
(G) Water Classification: SC; Sw, NSW Open: No
(H) Cultural Resources: None -
Proiect Summary: The applicant wishes to construct a marina within an existing upland
basin, a dry stack storage facility, a haul out pad, a driveway, a parking lot, and a pond for
commercial use adjacent to Duck Creek, Craven County.

Field Investigation Report:
Old Bear, LLC
Page 2
Narrative Description:
This proposal was previously authorized under CAMA Major Permit #83-05. It was issued on
August 11, 2005 and it expired on December 31, 2014. Due to poor economic conditions, the
permitted activity was never undertaken. The property has changed ownership and the current
property owners are requesting to renew CAMA Major Permit #83-05.
The property is located along a man-made basin adjacent to Duck Creek at the end of Galloway Street
in Bridgeton, Craven County. This 78.9 -acre parcel is mostly undeveloped with the exception of an
existing upland basin that connects to Duck Creek. The adjacent property to the west is NC Hwy 17N
and the adjacent property to the north is a commercial marina.
The elevation of the high ground -of the parcel is about 7.5' above the normal water level (nwl).
Vegetation on the lot mainly consists of shrubs and grasses. There are no Coastal Wetlands in the
vicinity of the project area. There are Coastal Wetlands on the property outside of the project area.
This parcel has approximately 4,739' of continuous shoreline along Duck Creek and the Neuse River.
Immediate offshore water depths adjacent to the upland basin range from —4' to —12' normal water
level (NWL). The subaqueous substrate is firm without shell.
There is not a cultural resource in the nearby vicinity of the project area. This upland basin is
approximately 450' across. These Inland waters are not classified as a Primary Nursery Area and there
is no submerged aquatic vegetation in the immediate vicinity of the project area. This area is closed
.to shellfish harvest and is classified as SC; Sw, Nutrient Sensitive Waters. There is not a defined
Federal Channel in the nearby vicinity of this project area. This project area is subject to the Neuse
River Riparian Buffer Rules.
Proposed Development:
The applicant wishes to construct a 105 -slip marina within an existing man-made basin, a 200 -slip dry
stack storage facility, a haul out pad, a parking lot, and a storm water pond adjacent to Duck Creek,
near Bridgeton. The proposed development will take place at the end of Galloway Street, Craven
County.
The upland development would consist of a paved access road, paved parking areas for 68
vehicles, and a marina store with restrooms, showers, and laundry facilities. The upland
development would also include one building with a 200 -unit dry stack storage unit to
accommodate boats from 15' to 30' in length.
The boats would be launched and retrieved with a forklift, therefore, a paved forklift operation
area is proposed with the approximate dimensions of 50' wide and 97' in length and would
project 10' beyond the NWL into the basin. Two 4' x 55' floating docks will project out into the
basin from the forklift operation area for staging purposes. Fuel storage tanks and wash racks are
proposed between the dry stack units and the boat basin.
Modi ed by Brad Connell November 16, 2015 Forehead City

Field Investigation Report:
Old Bear, LLC
Page 3
Four access walkways 6' wide and totaling 380' in length will lead to two 6' wide fixed docks
around 1790' of the boat basin perimeter. Dock "A" would consist of five 4' x 60' finger piers
projecting from the fixed dock on the Northeast side of the basin and would create 10 boat slips
with a boat lift in each slip. An 8' x 345' floating dock is proposed to lie parallel to the 6' wide
fixed dock on the East side of the basin, with the floating and fixed docks connected via a 4' wide
gangway. Attached to the floating dock on the East side of the basin would be `B" and "C"
docks. `B" and "C" docks would each be composed of two 4' x 40 finger piers and four 4' x 30'
finger piers that would create 14 boat slips at each dock.
On the West side of the basin, an 8' x 705' floating dock with a 15' x 15' platform would be
connected to the 6' wide fixed dock via two 4' wide gangways. "D" dock would be composed of
three 4' x 50' finger piers that would create 6 boat slips. "E" dock would consist of two 8' x 50'
finger piers and four 4' x 50' finger piers that would create 12 boat slips.
The fueling and sewage pump out stations would be located at the end of `B" dock. "F" dock
would consist of eight 4' x 40' finger piers and would create 16 boat slips. "G" dock would
involve three 4' x 40' finger piers and would create 7 boat slips. "H" dock would be made up of
fourteen 4' x 60' finger piers and would create 26 boat slips with a boat lift in each slip. The
applicant also proposes to install a "NO WAKE" sign at the entrance to the marina basin.
Anticipated Impacts:
The proposed fixed and floating docks will create a total of 105 new boat slips and will incorporate
118,117 square feet of Estuarine Waters and Public Trust Area within the upland basin. The docks
will also shade 32,372 square feet of those waters. Traditional marine construction methodology will
be utilized during construction. Temporary increases in turbidity can be expected during the in water
construction of the docks, channel markers, and the "NO WAKE" sign. The project will require the
grading and filling of 114,550 square feet of high ground for the construction of the marina office, dry
stack area, driveway, storm water pond, and parking areas.
There is not a cultural resource in the nearby vicinity of the project area. This project area is
subject to the Neuse River Riparian Buffer Rules. These waters of Duck Creek are not classified
as a Primary Nursery Area and submerged aquatic vegetation is not present in the immediate
vicinity of the project area. This area is closed to shellfish harvest and is classified as SC; Sw,
Nutrient Sensitive Waters. There is not a defined Federal Channel near the project area.
Modi ed by Brad Connell November 16, 2015 Morehead City

Rivershore Marina CAMA Major Permitting Narrative
Old Bear, LLC October 2015- Same Scope as Expired
Permit 83-05
Background
The subject property and proposed marina received a CAMA Major (83-05) in the name of the
owner at the time (Rivershore, LLC) on June 1, 2005. This permit was renewed on February 3,
2009 which was set to expire on December 31, 2010. The permit was then automatically
extended based on two State Permit Extension Acts. On September 17, 2013, the permit was
transferred to Wells Fargo who became the default owner of the property, with an expiration
date of December 31, 2015. For some period of time between ownership by Rivershore, LLC
and Wells Fargo, there was at least one other property owner (Big Cypress Land and
Development Company, LLC). In 2015, a new owner, Old Bear, LLC, purchased the property
from Wells Fargo and hired Quible & Associates, P.C. to re -obtain permit entitlements. The
permit proposed herein is the exact same scope as permit 83-05.
The High Density State Stormwater Permit for the marina project (SW7050508) is still valid
(expires on May 19, 2019) and Quible has applied for a permit name transfer from Wells Fargo
to Old Bear, LLC which is anticipated to take place in the near future.
It is understood that a State Erosion and Sedimentation Control Plan (SESCP) shall be required
for the project. Permit 83-05, and the associated transfer and renewal included a Note that
SESCP will be required with a Plan to be filed "at least thirty (30) days prior to the beginning of
any land disturbing activity'. With submission of this application package, we propose the same
or similar condition.
The Section 404 delineation was originally delineated and approved by US Army Corps
(USACE) of Engineers in 2001. This same line was re -approved by USACE in 2005 around the
same time of CAMA Major 83-05 issuance. In August 2015, this line was reviewed once again
and an updated jurisdictional determination (JD) request was submitted to USACE in
September 2015 (copy the delineation plan is enclosed).
Setting
The total subject property is 78.9 acres tract adjacent to the northern shore of Duck Creek, the
US 17/55 bridge and the Neuse River and is part of the City of New Bern. The property is on
the east side of the Neuse River, across from New Bern proper, and is adjacent to the Town of
Bridgeton. The site is accessed from Bridgeton by turning right from Highway 55 to SR 1609
(Galloway Street) and following the road to its southern terminus. The property is the vacant
land between Galloway Street and Duck Creek. This area contains undeveloped property,
residentially developed property and there is a nearby marina (Duck Creek Marina) further
upstream on Duck Creek.
The City of New Bern has zoned this property C-3 Commercial which includes marina
development as a use by right. Wastewater collection for the site is available from the City of
New Bern's municipal system and potable water is available from First Craven Water
Department.
The project area includes is 16.4 acres and includes 7.93 acres of uplands, 0.39 acres of
wetlands and 8.10 acres of submerged land which constitutes a man-made boat basin. This the
area that was included as the project area for CAMA Major 83-05 and also for the High Density
Stormwater Management Permit.
The NC Division of Water Resources (NCDWR) classifies Duck Creek as SC Waters and are
closed to the harvesting of shellfish. Soundings in the man-made boat basi i®
OCT 0 g 2015
DCM- MHD CITY

Rivershore Marina CAMA Major Permitting Narrative
Old Bear, LLC October 2015- Same Scope as Expired
Permit 83-05
waters of Duck Creek were collected by Quible in June 2015 and are projected on Water Depth
Inset on the CAMA Major Plan. Also in June 2015, Quible met with Mr. Brad Connell from NC
Division of Coastal Management (NCDCM) to review site conditions pertaining to CAMA rules
and regulations and to discuss upcoming CAMA Permitting. The coastal wetlands line projected
on the CAMA Major Plan was established and field reviewed in June. Additionally, the edge of
the boat basin was reviewed for the presence of coastal fringe wetlands, and it was determined
that there were no mappable coastal wetlands around the basin, but some sporadic patches of
coastal grasses did exist. The water depths ranged from about -6 ft (NWL) around the edge of
the basin to -10 to -13 ft (NWL) just off the edge, throughout the basin. No marina development
work proposed herein requires maintenance dredging.
Project Description
The applicant proposes what was permitted under CAMA Major 83-05, including a full service
marina with a paved access road and parking, boat launch travel lift area, a marina store with
bathroom and showers, a 200 unit dry stack building, fueling service, stormwater collection and
treatment system as already permitted (including a wet pond) and a 105 slip marina in the man-
made basin with a mixture of floating and fixed docks and piers.
The boat launch includes a 50 ft wide concrete pad for a travel lift. The pad extends 130 ft from
the dry stack to the launch location and includes two (2) 4 ft wide x 55 ft long staging piers
(floating).
As shown on the plan, there are outer perimeter piers (fixed) along the outside of the basin and
floating piers on the inside. Fixed Perimeter Pier #1 is 6 ft x 688 ft and Fixed Perimeter Pier #2
is 6 ft x 1,186 ft. These are pile supported piers over water as shown and the plan as proposed
(and prior permitted) does not include bulkheading or hardened shoreline stabilization. The
fixed perimeter piers are accessed by four (4) access walkways (Access Walkway #1: 6 ft x 150
ft, Access Walkway #2: 6 ft x 108 ft, Access Walkway #3: 6 ft x 104 ft, Access Walkway #4: 6 ft
x 60 ft). Main Floating Dock #1 is 8 ft x 342 ft and Main Floating Dock #2 is 8 ft x 731 ft. Access
to the main floating dock from the fixed perimeter dock is by three (3) 4 ft x 13 ft gangways.
The wet slip marina areas (making up 105 slips) are referred to as Areas A through H, just as
they were on CAMA Major 83-05. Area A consists of ten (10) slips (15 ft x 60 ft) with lifts and
five (5) 4 ft x 60 ft fixed finger piers. Area B includes a 4 ft x 109 ft floating pier, ten (10) slips @
15 ft x 40 ft and six (6) finger piers (4 @ 4 ft x 30 ft and 2 @ 4 ft x 40 ft). Area C includes
includes a 4 ft x 109 ft floating pier, ten (10) slips @ 15 ft x 40 ft and six (6) finger piers (four (4)
@ 4 ft x 30 ft and two (2) @ 4 ft x 40 ft). Area D consists of six (6) slips total, including four (4)
@ 15 ft x 50 ft and two (2) @ 13 ft x 50 ft. This includes three (3) finger piers @ 4 ft x 50 ft.
Area E includes a 4 ft x 113 ft floating pier and twelve (12) slips at 15 ft x 50 ft with four (4)
finger piers at 4 ft x 50 ft and the outer two (2) finger piers are 8 ft x 50 ft. The outer finger piers
make up a T -head and are designated as the fueling and sewage pump -out stations. Area F
includes a floating 4 ft x 126 ft pier with sixteen (16) 15 ft x 40 ft slips and eight (8) finger piers (4
ft x 40 ft). Area G includes seven (7) slips @ 15 ft x 40 ft and three (3) floating finger piers @ 4
ft x 40 ft. Area H includes twenty six (26) slips @ 15 ft x 60 ft (each with a lift) and fourteen (14)
fixed finger piers @ 4 ft x 60 ft.
� , l 00
OCTI C
0 6 2015 2

August 3, 2015
RE: Old Bear, LLC Property
Formerly referred to as "Rivershore"
City of New Bern, North Carolina
As owner of the above referenced property, I authorize Quible & Associates, P.C. (Quible) and
US Army Corps of Engineers to access my property for the purpose of obtaining any necessary
jurisdictional determinations. Additionally, Quible is authorized to represent Old Bear, LLC as
agent for submission of State and federal Permits for the subject property, including CAMA
Major Permitting,,,,---
Authorized Signature
Marne: Date:
REc€
OCT 0 6

DCVI MP -1
APPLICATION f®r
M I'M
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
ri .rinarvApp canland a
Business Name
Project Name (if applicable)
Old Bear, L.L.C.
Rivershore Marina
RECEIVED
Applicant 1: First Name
Ml
Last Name
Ml
John
J.
Snow, III
OCT 2 6 2015
Applicant 2: First Name
Ml
Last Name
Ml
Last Name
Mailing Address
D(CM- MHD CITY
If additional applicants, please attach an additional page(s) with names listed.
City
Mailing Address
PO Box
City
870
State
NC
661
Murphy
NIC
ZIP
Country
Phone No.
27949
FAX No.
28906
USA
ext.
ext.
Contractor #
Street Address (it different from above)
City
State
City
ZIP
Email
8466 Caratoke Hwy., Bldg. 400
[e-mail]
NC
27966 -
<Form continues on back>
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Business Name
Quible & Associates, P.C.
Agent/ Contractor 1: First Name
Ml
Last Name
Brian
Rubino
Agent/ Contractor 2: First Name
Ml
Last Name
Mailing Address
PO Box
City
State
870
Kitty Hawk
NC
ZIP
Phone No. 1
Phone No. 2
27949
252 - 491 - 8147
ext.
ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
8466 Caratoke Hwy., Bldg. 400
Powells Point
NC
27966 -
Email
[e-mail]
<Form continues on back>
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Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
-
County (can be multiple)
Street Address
State Rd. #
Craven
Galloway Street
1609
Subdivision Name
City
State
Zip
None
New Bern
NC
28562 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
ext.
I I , ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Neuse
Man -Made Basin adjoining Duck 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
Duck Creek and Neuse 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.
City of New Bern
:Site escr t o -
.
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
4,739 ft
Total Tract: 3,437,434; Project Area: 715,601
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)
7.5' ❑NHW or ®NWL
e. Vegetation on tract
Upland: Broomsedge, Bahia grass, Wax myrtle, Groundsel bush, Red cedar
Wetland: Loblolly pine, wax myrtle, Black needle rush, marsh hay RECEIVED
f. Man-made features and uses now on tract OCT 2 6 2015
Boat basin
DCM® MHD CITY
g. Identify and describe the existing land uses adjacent to the proposed project site.
US 17/55 right-of-way (bridge approach), residential, undeveloped, marina
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
C-3 Commercial
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ®Yes ❑No ❑NA
If yes, by whom? Brockington- according to review of
former CAMA Major submission
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes NNo ❑NA
National Register listed or eligible property?
<Form continues on next page>
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Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? ®Yes []No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
No existing wastewater treatment. City of New Bern Sanitary Sewer System connection is avRIECEIVEUD
OCT 2.6 2015
o. Describe existing drinking water supply source.
No existing drinking water. Water supply is available by connection to First Craven Water pl, eA
p. Describe existing storm water management or treatment systems.
No existing storm water management system.
3:;Activities.and `Im acts.'
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.
The purpose is to create a full service marina facility with attendant services and activities including floating docks, dry stack
storage, fuel service, sewage pumpout services and harbor masters office/ ship store.
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.
Bull Dozer, back hoe, piling driving equipment, roller, paving equipment, etc. All equipment to be stored on-site (on land or
on barge in existing boat basin)
d. List all development activities you propose.
Boat slips, docks (floating and fixed), boat launch, boat dry stack, office, driveways and parking
See narrative for detail-
e. Are the proposed activities maintenance of an existing project, new work, or both? New, will utilize existing basin. This
permit request is for the same scope of
work that was permitted under CAMA
Major 83-05 (expired 12/31/2014).
f. What is the approximate total disturbed land area resulting from the proposed project? 4.70 ❑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.
Minor surface runoff; there is a high density High Density Sate Stormwater Permit
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes ❑No ®NA
j. Is there any mitigation proposed? ❑Yes ❑No ®NA
If yes, attach a mitigation proposal.
25 2-8 08-2808 -. 1-888-4RCOAST . vvvuvv.nccoastalmanagement.net

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OCT 26 Poffj- D'evelopmenf Permit
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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 NCDOT Phone No. [phone]
Address P.O. Box 1587, Greenville, NC, 27835
Na
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA Major 83-05, issued 8/11/2015, expired 12/31/2014
High Density SWMP, SW7050508, issued 5/19/05, expires
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.
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.
|oortify that |umauthorized Vogrant, and doinfact grant permission Vnrepresentatives ofstate and federal review agencies <o
enter on the aforementioned lands /n connection with evaluating information related to this ponnh application and follow-up
monitoring ofthe project.
| further certify that the information provided inthis application iotruthful Vothe best ofmyknowledge.
57 ��
Date i�w�[��e'"
'Signature
Please indicate application attachments pertaining 8oyour proposed project.
[]DCIVI[VIP-2Excavation and Fill Information []OCIVIW1P-5Bridges and Culverts
NDCIVI INP'3Upland Development
EDCIVI MP -4 Structures Information
252-808-280e : 1'888'4RoOAST :: vvm,m'.nc cnasta/nmumasorment.net

Form ®CM 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.
:G`EVERAL- UPLAND.DEVECOPMENT
7..,_
a. Type and number of buildings, facilities, units or structures
proposed.
One dry stack storage building with associated parking,
marina office, restrooms, fuel and sewage pumpout facility,
boat haul -out pad
c. Density (give the number of residential units and the units per
acre).
I
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 [INA
(ii) If yes, list the date submitted: Prior to land disturbance a
SESCP will be aplied for and received.
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.
5.47% impervious project area within 75' AEC (5,725 sq.ft.)
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.
14% impervious project area total (100,214 sq.ft.)
j. Describe proposed method of sewage disposal
City of New Bern Municipal System
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Surface runoff
b. Number of lots or parcels.
1
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
4.70 ac.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces,
concrete and asphalt
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 high density permit (SW
7050508) for this marina is in place and valid until May 19,
2019. A change of ownership name transfer request has
been submitted to NCDW R.
k. Have the facilities described in Item (i) received state or local
approval?
®Yes ❑No ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design? E� IV
❑Yes ®No [INA
If yes, attach appropriate documentation.
OCT 3 0 2015
252-808-28082 ;; 9-883-4ROs ASS ;; ______ra _B --_a _ __ em _n'-aet rte= vised: 12,26,'0£

.Fonm.. DCM MP -3 (Upland Development, Page 2 of 2)
V
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
First Craven Water Department
o. When was the lot(s) platted and recorded9
June 2005
n. (i) Will water be impounded? ®Yes E]No EINA
(ii) If yes, how many acres? Stormwater wet pond: 0.28 ac
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
[]Yes []No SNA
OCT 26 2015
252-808-2808 :: 1-888-4RCOAST -. wvvvv.nccoasta1mana ement.net revised: 12/26/06

Form ®CM MP -4
(Construction within Public 'Frust 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.
This"section-notaPP` 'licable'
1: °,DOCKING ,'FACILITY%MARINA CHA'RACTER/ST1CS
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
®Commercial ❑Public/Government ❑Private/Community ®Yes ❑No
c. (i) Dock(s) and/or pier(s)
(ii) Number 10
(iii) Length Pier B: 109', Pier C: 109', Pier E: 113% Pier F:
126'. Main Floating Dock 41: 342', Main Floating Dock #2:
731: Perimeter Fixed Dock # 1: 688', Perimeter Fixed Dock
#2: 1186', Staging Piers: 55'
(iv) Width Pier B: 4', Pier C: 4', Pier E: 4', Pier F: 4', Main
Floating Dock #1: 8' Main Floating Dock #2: 8', Perimeter
Fixed Dock # 1: 6', Perimeter Fixed Dock #2: 6', Staging
Piers: 4' -
(v) Floating ®Yes ®No
e. (i) Are Platforms included? ®Yes ❑No
If yes:
(ii) Number 3
(iii) Length 1 @ 15', 2 @ 50'
(iv) Width 1 @ 15', 2 @ 8'
(v) Floating ®Yes []No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
105
(ii) Number of slips existing
0
d. (i) Are Finger Piers included? ®Yes ONO
If yes:
(ii) Number 49
(iii) Length 19 @ 60', 7 @ 50', 15 @ 40', 8 @ 30'
(iv) Width 4-
(v) Floating ®Yes ®No
f. (i) Are Boatlifts included? ®Yes ❑No
If yes:
(ii) Number 36
(iii) Length 40' maximum
(iv) Width 15' maximum
h. Check all the types of services to be provided.
® Full service, including travel lift and/or rail, repair or
maintenance service
® Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 105
® Dry storage; number of boats: 200
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
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 sail boat, pleasure cruisers, open runabout
[]Open water; no dredging required
®Other; please describe:
Existing man-made basin RECEIVED
OCT 3 0 2015
252-808-2808 ;: 1-SB84RCOAS?;;+*.��yv_n��o��tai��n:���ara�a�#.s��t revised: 12/27106

Form DCM MP -4 (Structures, Page 2 of 4)
k• Typical boat length: Varies: 20'-60'
m. (i) Will the facility have tie pilings?
❑Yes ®No
(ii) If yes number of tie pilings?
Note: Piligs on A Dock and H Dock are typical boatlift
pilings only.
I. (i) Will the facility be open to the general public?
®Yes ®No
RECEIVED
OCT 2 6 2015
2, =DOCKING
Fi4CICITY%IVIARNUA.OPERATlONS , p:Fhissectiori'notapp e`
a. Check each of the following sanitary facilities that will be included in the proposed project.
® Office Toilets
® Toilets for patrons; Number: 1 women's 1 men's; Location: Ship Store/ Office Building
® Showers
® Boatholding tank pumpout; Give type and location: N/A; No holding tank, pumpout will tie into site City wastewater system
b. Describe treatment type and disposal location for all sanitary wastewater.
City of New Bern
c. Describe the disposal of solid waste, fish offal and trash.
On -Site Dumpster
d. How will overboard discharge of sewage from boats be controlled?
There will be a mobile pumpout station
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
Two- One at the entrance to the marina on a piling at slip H-26, One at the pumport location at the end of the "E" Dock
(ii) Give the location and number of "Pumpout Available" signs proposed.
Two- One at the entrance to the marina on a piling at slip H-26, One at the pumport location at the end of the "E" Dock
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
No boat repair or service provided
g. Where will residue from vessel maintenance be disposed of?
Containers will be provide for normal trash, but no maintenance bays on-site
h. Give the number of channel markers and "No Wake" signs proposed. 2
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
End of Dock E. The fuel system will be fully permitted and registed with NCDENR and will include a leak detection system.
Associated with NCDEQ registration will be a Spill Prevention Control and Countermeasures Plan.
j. What will be the marina policy on overnight and live -aboard dockage?
No live -aboard. Maximum stay is three consecutive days (72 hrs).
252-808-2808 :: 1-888-4RCOAST :: vv,vvv.nccflastaImarna9ement.net revised: 12/27106

Form DCrV1 MP -4 (Structures, Page 3 of 4)
k. Describe design measures that promote boat basin flushing?
Marina is in an existing basin. No dredging is proposed, but if shaling does occur in thew future, the owner would apply for a
maintenance dredge permit for safe navigation and to maintain proper flushing.
I. If this project is an expansion of an existing marina, what types of services are currently provided?
N/A; This permit request is for the same scope of marina development permitted under CAMA major 83-05 (expired
12/31/2014).
RECEIVE®
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ®No OCT 2 6 2015
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ®No hA H D CITY
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®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.
s'ecd6p, not licable�
3;
`+`BOATHOUSE; ineludin' covered lifter ®. s pP,,
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
Tfiissectio ca
4:,'.GROIN' e: wood ''sheet' ile etc." "If-a'.�o'ck' roin us'e.NIR-2 Ezcavafion "and Fil'l. ® pp,
a. (i) Number
(ii) Length
(iii) Width
This' ecfion•nof a� +'licab e
s
`5'BREAKWA-TER e. �rwo'od �s PR_,
P -
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
Thi `=se Ation�nct a"' �licab e
1 'and:BU
�6:°°'°MOORING"PIiL NGS, PR.
a. Is the structure(s): - b• Number
❑Commercial ❑Public/Government ❑Private/Community
252-808-2808 :: 1-888-4RCOA5"T :: www. nccpastag man4agnent.evet revised./2127106

Form MIRA P-4 (Structures, Page 4 at a)
C- Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
d. Description of buoy (color, inscription, size, anchor, etc.)
Y ` - ' i 4i IT 'A I"
OCT 2 6 2095
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
270' 1,200' (Duck Creek Marina)
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
Duck Creek: 250', Neuse River: 1.3 miles
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
varies: -6' to -12' relative to NWL
- - - section -not aPPl.ica
eThis "
-- -
a. Give complete description:
Boat Launch: 50'x 130' concrete for'travel lift
Walkways to Access Perimeter Piers: #1: 6'x 150', #2: 6'x 108', #3: 6'x 74', #4: 6' x 60'
Gangways for Pler/Dock Access: 3.@ 4'x 13'
252-808-2808 :: 1-888-4RCOASV :: www.nccoastaimana_gernent.net revised: 12!27108

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PERIMETER PER REVIEW OF CONDITIONS BY NCDCM
QUIBLE & ASSOCIATES, PC IN JUNE 2015.
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---------- ACCESS WALKWAY#3
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PROPOSED - - - - PROPOSED
GANGWAY -_- - PLATFORM
15'.15' PROPOSED
40� 4! GANGWAY PROPOSED MARINA
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20° FS MARINA SHIP STORE, PROPOSED PARKING
�97 Fint7o OFFICE & RESTROOMS (34-9'x17' SPACES)
PROPOSED MARINA r'y 80' 0
v
ACCESS WALKWAY#4 1 E4
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(6'x60LF)`-' EQ
Ol 80, 1)
, FUEL DOCK kCK
BA31M PROPOSED 8' 704' ol P
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WATER DEPTH INSET
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FLOATING STAGING -PROPOSED.
FIXED DOCK 40,
PIERS 5 WA
(TYP-) 40,
14 . ........ mrot
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PROPOSED 4' - I I
C3 FLOATING'DOCK 814 Al PHASE 1 PHASE2
(TVP.) PROPOSED
12 p FUEL TANKS
30, PROPOSED
fia�'S C9 C6 �'
C8 MARINA FORKLIFT
PROPOSED MAIN C7 Bs TYR) A6
FLOATING DOCK#1 30' OPERATION AREA
86 A7
(6'x342LF) I I PROPOSED MARINA PROPOSED', A8 f,
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ACCESS WALKWAEY#1 OVERFLOW PARK
ING
-
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PROPOSED P 77q, PC -7 6 7
-3
R
\4' GANGWAY
404 kE7LAjV5
PROPOSED
CHANNEL MARKER PROPOSED PERIME
NO TER
WAKE SIGN
FIXED DOGK#I
(61 x68BLF)
&
A,
75'
,
AEC C)
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f JACaELffiE LA'PROPOSED iE
CPA VEN CO3NTY AERIAL
WORK: PC
Q PB 4167 7 71
W L?I&ITUEP FRQ/,f 2012
1. ACCESS ROADWAY AND PAVED PARKING (68 SPACES)
2. SHIP STORE, OFFICE & RESTROOMS
3. DRY STACK BUILDING
A, 200 UNITS FOR VARIOUS BOATS 15'-30' IN LENGTH
B° ABOVE GROUND FUEL TANKS
C. WASH RACKS
4. BOAT LAUNCH
A. CONCRETE LAUNCH PAD 50' x 130 LF
B. STAGING PIERS 2 0 4' x 55'
5. PIERS / DOCKS / SUPS
A.
AREA
A
co
a.
FINGER PIERS 5 0 4' x 60'
]z
X-'5,50
X
B.
AREA
B (FLOATING SYSTEM)
a.
PIER 4' x 109'
b.
FINGER PIERS 2 0 4' x 4-0'
c.
FINGER PIERS 4 0 4' x 30'
<
A-
SUPS 10 0 15' x 40'
C.
AREA
C (FLOATING SYSTEM)
a,
PIER 4' x 109'
I
FINGER PIERS 2 0 4' x 4-0'
c.
FINGER PIERS 4 0 4' x 30'
x -6co
d.
SUPS 14 0 15' x 40'
D.
AREA
D (FLOATING SYSTEM)
ol
a.
FINGER PIERS 3 0 4' x 50'
',-6-00
SUPS 2 0 13' x 50'
b.
SUPS 4 0 15' x 50'
E,
AREA
E (FLOATING SYSTEM)
a,
PIER 4' x 113'
lb-
FINGER PIERS/PLATFORMS 2 0 8' x 50'
".00'
c,
FINGER PIERS 4 0 4' x 50'
cl°
X,
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e,
5,7
F.
X_'5"o
F (FLOATING SYSTEM)
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a.
PIER 4' x 126'
b.
FINGER PIERS 8 0 4' x 40'
c.
X42a�
G.
AREA
G (FLOATING SYSTEM)
a.
FINGER PIERS 3 0 4' x 40'
b.
SUPS 7 0 15' x 40'
H.
AREA
H
a.
FINGER PIERS 14 0 4' x 60'
b.
SUPS WITH LIFTS 26 0 15' x 60'
I.
ACCESS
WALKWAYS
1�5'r
a.
WALKWAY#1 6' x 150' (129' GRAVEL & 21' WOOD)
b.
WALKWAY#2 6' x 108' (86' GRAVEL & 22' WOOD)
CL
c.
WALKWAY#3 6' x 74' (WOOD)
d.
WAUKWAY#4 6' x 60' (WOOD)
J.
PERIMETER
PIERS AND ACCESS
a.
FIXED PERIMETER PIER#1 6' x 688'
N -5,2C,
b,
FIXED PERIMETER PIER#2 6' x 1,186'
c,
MAIN FLOATING DOCK#1 8' x 342'
d.
MAIN FLOATING DOCK#2 8' x 731'
\l.
GANGWAYS 3 0 4' x 13'
'-4.00
X_'�' 010
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WATER DEPTH INSET
I1� =so'
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FLOATING STAGING -PROPOSED.
FIXED DOCK 40,
PIERS 5 WA
(TYP-) 40,
14 . ........ mrot
4W so,
PROPOSED 4' - I I
C3 FLOATING'DOCK 814 Al PHASE 1 PHASE2
(TVP.) PROPOSED
12 p FUEL TANKS
30, PROPOSED
fia�'S C9 C6 �'
C8 MARINA FORKLIFT
PROPOSED MAIN C7 Bs TYR) A6
FLOATING DOCK#1 30' OPERATION AREA
86 A7
(6'x342LF) I I PROPOSED MARINA PROPOSED', A8 f,
87
ve,
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ACCESS WALKWAEY#1 OVERFLOW PARK
ING
-
lo (6'xl29LF GRAIL} (3-9'7SPADES) , ERR2L TBhNETT0A8'x21LF
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PROPOSED P 77q, PC -7 6 7
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PROPOSED
CHANNEL MARKER PROPOSED PERIME
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WAKE SIGN
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,
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WORK: PC
Q PB 4167 7 71
W L?I&ITUEP FRQ/,f 2012
1. ACCESS ROADWAY AND PAVED PARKING (68 SPACES)
2. SHIP STORE, OFFICE & RESTROOMS
3. DRY STACK BUILDING
A, 200 UNITS FOR VARIOUS BOATS 15'-30' IN LENGTH
B° ABOVE GROUND FUEL TANKS
C. WASH RACKS
4. BOAT LAUNCH
A. CONCRETE LAUNCH PAD 50' x 130 LF
B. STAGING PIERS 2 0 4' x 55'
5. PIERS / DOCKS / SUPS
A.
AREA
A
co
a.
FINGER PIERS 5 0 4' x 60'
]z
b.
SUPS NTH LIFTS 10 0 15' x 60'
B.
AREA
B (FLOATING SYSTEM)
a.
PIER 4' x 109'
b.
FINGER PIERS 2 0 4' x 4-0'
c.
FINGER PIERS 4 0 4' x 30'
<
d.
SUPS 10 0 15' x 40'
C.
AREA
C (FLOATING SYSTEM)
a,
PIER 4' x 109'
b.
FINGER PIERS 2 0 4' x 4-0'
c.
FINGER PIERS 4 0 4' x 30'
d.
SUPS 14 0 15' x 40'
D.
AREA
D (FLOATING SYSTEM)
ol
a.
FINGER PIERS 3 0 4' x 50'
b,
SUPS 2 0 13' x 50'
b.
SUPS 4 0 15' x 50'
E,
AREA
E (FLOATING SYSTEM)
a,
PIER 4' x 113'
lb-
FINGER PIERS/PLATFORMS 2 0 8' x 50'
c,
FINGER PIERS 4 0 4' x 50'
cl°
SUPS 12 0 15' x 50'
0 Lo
e,
2 FUEUNG/PUMP OUT TIE UPS AT END OF PIER
F.
AREA
F (FLOATING SYSTEM)
2
a.
PIER 4' x 126'
b.
FINGER PIERS 8 0 4' x 40'
c.
SUPS 16 0 15' x 4-0'
G.
AREA
G (FLOATING SYSTEM)
a.
FINGER PIERS 3 0 4' x 40'
b.
SUPS 7 0 15' x 40'
H.
AREA
H
a.
FINGER PIERS 14 0 4' x 60'
b.
SUPS WITH LIFTS 26 0 15' x 60'
I.
ACCESS
WALKWAYS
a.
WALKWAY#1 6' x 150' (129' GRAVEL & 21' WOOD)
b.
WALKWAY#2 6' x 108' (86' GRAVEL & 22' WOOD)
CL
c.
WALKWAY#3 6' x 74' (WOOD)
d.
WAUKWAY#4 6' x 60' (WOOD)
J.
PERIMETER
PIERS AND ACCESS
a.
FIXED PERIMETER PIER#1 6' x 688'
b,
FIXED PERIMETER PIER#2 6' x 1,186'
c,
MAIN FLOATING DOCK#1 8' x 342'
d.
MAIN FLOATING DOCK#2 8' x 731'
e,
GANGWAYS 3 0 4' x 13'
uQy..l
1. CURRENT OWNER: OLD BEAR, LLC
PO BOX 661
MURPHY, NC 28906
2. PARCEL ID: 2-036-8004
3, RECORDED REFERENCE: DB 3364, PC 523
4. TOTAL PARCEL AREA = 3,437,433.63 sq.ft. / 78.91 acres
UPLANDS AREA = 1,992,929 sq.ft 45.75 acres
WETLAND AREA = 1,025,977 sq.ft. 23.55
SUBMERGED LAND AREA = 418,527 sq,ft. / 9.61 acres
5- TOTAL PROJECT AREA = 715,600.65 sq.ft / 16.43 acres
UPLANDS AREA = 345,511.85 sq.ft. / 7.93 acres
WETLAND AREA = 17,177.84 sq.ft. / 0.39 acres
SUBMERGED LAND AREA = 352,910.96 sq.ft / 8.10 acres
6. TOTAL 30' BUFFER AREA WITHIN PROJECT AREA = 58,603 sq.ft. 1.35 acres
IMPERVIOUS COVERAGE WITHIN 30' BUFFER 2,316 sq.ft. (3.95%)
7. TOTAL 75' AEC AREA WITHIN PROJECT AREA = 104,573 sq.ft. / 2.40 acres
IMPERVIOUS COVERAGE WITHIN 75' AEC = 5,725 sq.ft. (5.470
6. IMPERVIOUS COVERAGE (PROJECT AREA %) (PARCEL AREA %)
TOTAL SITE = 101,600 sq.ft. (14.200 (2.960
9, TOTAL LENGTH OF SHORELINE = 4,739 LF
10. TOTAL LAND DISTURBANCE = 204,611.94 sq.ft. / 4.70 acres
11. BOUNDARY AND 404 WETLAND INFORMATION SHOWN BASED UPON PLAT ENTITLED
"SURVEY OF 78.911 ACRE PLAT, PROPERTY OF RIVERSHORE, LLC", BY ATLANTIC
SURVEY & DESIGN, PA, DATED 03/14/2005. WETLAND LINE CONFIRMED BY USCOE A3
PER SAW -1999-10919.
12, THE 4-04 WETLAND ONES SHOWN HEREON WERE APPROVED BY USACE IN JULY 2001,
2005 AND 2015.
13, THE 4-04 WETLAND LINE SHOWN AROUND THE BASIN WAS FLAGGED BY NCDCM IN
OCTOBER 2004 AND WAS USED INSTEAD OF THE 404 WETLAND LINE FLAGGED AND
APPROVED BY USACE ABOUT JULY 2001, AS THE NCDCM FLAGGED UNE WAS MORE
RESTRICTIVE, ALTHOUGH ESSEN11ALLY IN THE SAME AREA,
14. PROPERTY IS LOCATED IN NFIP FLOOD ZONES AS SHOWN AND SUBJECT TO CHANGES.
BASED ON COMMUNITY CID NO370072; PANEL 5499; SUFFIX J.
(MAP NUMBER 3720549900J) EFFECTIVE DATE: 07/02/2004.
15. THIS PLAN SUBJECT TO ANY FACTS, INCLUDING BUILDING SETBACK RESTRICTIONS,
EASEMENTS, COVENANTS, ETC., THAT MAY BE REVEALED BY A FULL AND ACCURATE
TlTUE SEARCH,
. . .. . ...
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