20171025 Ver 2_CAMA Application_20171220

Coastal Management
ENVIRONMENTAL QUALITY
December 8, 2017
MEMORANDUM
TO:
p (f�c- � ROY COOPER
Governor
LS 1J D
�� 2017 MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
Karen Higgins, Compliance and Permitting Unit Supervisor
DWR - Water Quality Program
FROM: Doug Huggett, Major Permits Coordinator
c/o Gregg Bodnar, Assistant Major Permits Coordinator
Division of Coastal Management
SUBJECT: CAMA/DREDGE & FILL Major Modification Permit Application Review
Applicant: NMJ Properties, LLC — Pelican Marina
Project Location: Camden Causeway within Elizabeth City Extra -territorial jurisdiction
Proposed Project: Relocate a fuel dock, boat ramp, fuel tanks, finger piers and add finger piers,
install tie pilings and expand a platform with an existing marina.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 12/29/17 to 400 Commerce Avenue, Morehead City, NC 28557 (fax: [phone].
If you have any questions regarding the proposed project, please contact Lynn Mathis at (252)
264-3901. When appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
<'-'Nothing Compares
State of North Carolina I Environmental Quality I Coastal Management
401 S. Griffin St., Ste 300 1 Elizabeth City, NC 27909
252-264-3901252-331-2951[fax]

Pelican Marina
431 US Highway 158 West, Elizabeth City, NC
CAMA Major Modification- Project Narrative
Existing Conditions
The Pelican Marina is a 0.65 Acre (28,475 square feet) parcel of land located along US
Highway 158 West on the Camden Causeway along the Pasquotank River. The property is
predominantly covered with gravel and concrete with some areas of maintained grasses. The
site falls within the Elizabeth City city limits on the Camden Causeway. The property owners
Niels and Melissa Jensen received a CAMA Major permit (#40-17) on March 31, 2017 for
enhancement and repair of the Marina. Modifications to the existing permit are proposed and
detailed below and on the attached plans.
Proposed Work
Currently proposed work requiring a modification to CAMA Major permit #40-17 includes the
relocation of the permitted fueling facility from the end of the existing western most pier to a
proposed floating pier adjacent to the existing structure and boat ramp. The proposed floating
dock will be 53 -feet -long by 10.2 -feet -wide with a 23 -feet -long by 6.3 -feet -wide platform,
accessed by a 15 -feet -long by four -feet -wide metal gangway.
Septic pump out facilities and fuel will be available on the proposed floating dock. The new fuel
dock location requires the permitted Above Ground Storage Tanks (ASTs), to be moved from
the west side of the property to the new proposed fuel dock locations, as shown in blue on the
attached plan. Full specifications of the proposed floating dock and ASTs can be found in
Attachment A.
Relocation of the permitted AST location requires that the permitted boat ramp location move
west as shown on the attached Site Plan. The boat ramp shift will also affect the surrounding
wood walk way and bulkhead alignment. The permitted 778 square feet decking around the
existing structure will be modified to fit with the new boat ramp and fuel dock alignment, adding
an extra 205 square feet (983 total square feet) and squaring the shape of the permitted deck.
The existing western most pier, where the fueling facility was originally permitted, will be
reconfigured with six (6) 50 -feet -long by 20 -feet -wide slips with three 10 -feet -long by four -feet -
long floating finger piers and associated tie pilings. One "side to" slip is being added to the
platform of the proposed floating fuel dock to keep the existing slip count at 62.
The owner also proposes to add four (4) eight -feet -long by three -feet -wide fixed finger piers and
11 feet long by 2.5 feet long extension to the west side deck of the marina building to serve the
exiting four slips. All proposed modifications are shown on the updated CAMA Plan. In addition,
and as requested a color contrast plan showing existing, permitted, and proposed
improvements has been provided for convenience.
Purpose and Need
The Elizabeth City Fire Marshall did not approve of the formerly permitted fuel AST locations,
nor the fuel dispenser locations. Therefore, Pelican Marina is proposing to relocate the tanks,
dispensers, and sewage pump out to the locations shown on the attached plans. The relocation
of the ASTs and dispensers has an effect on the rest of the permitted marina layout and [these]
proposed changes require this CAMA Major Modification request.
Received
NOV 2 7 2:7
DMEC

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: NMJ Properties, LLC/ Pelican Marina
2. LOCATION OF PROJECT SITE: 43 Camden Causeway, Elizabeth City, North Carolina
Photo Index: 2006: 237-7742 L 8& 9 and M 8& 9
State Plane Coordinates: X: 2821203.076ftUSE Y: 939808.172ftUSN
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit: December 4, 2017
Was Applicant Present: No
5. PROCESSING PROCEDURE: Application Received Complete: November 27, 2016
Office: Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan: Elizabeth City and Camden County
LUP Land Classification: Commercial Mixed Use
(B) AEC(s) Involved: PTA, EW, & ES
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing: Sewer
Planned: Sewer
(F) Type of Structures:
Existing: Marina store, docking facility for 62 vessels, wooden and stone/concrete bulkhead, fenced
dumpster, two timber piers with 25 finger piers, 2 authorized storage buildings over the water, a
boat ramp with courtesy pier, landward walkway in front of the ships store, two platforms, and
associated tie pilings and infrastructure.
Planned: Relocate approved fuel dock, delete a floating dock with 5 slips and relocate 5 boat slips to the
end of the main pier, extend a dock 9', add 8 finger piers, add 7 tie pilings, relocate landward fuel
tanks, shift boat ramp —7', expand a platform 7' adjacent to the boat ramp and square, and
relocate 1 boat slip to the end of the main pier.
(G) Estimated Annual Rate of Erosion: N/A
HABITAT DESCRIPTION: FILLED DISTURBED SHADING
(A) Open Water: EW & PTW
759.5sf
(B) High Ground:
(C) Other: Shallow Water Bottom
175sf
(D) Total Area Disturbed: 934.5 Square Feet/ .0214 Acres
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
PROJECT SUMMARY: The applicant would like to reconfigure and relocate a fuel dock, add 4 finger piers, relocate 3
finger piers, relocate a boat ramp, install 7 tie pilings 50' waterward of the main pier, expand a platform, and relocate
fuel tanks within an existing marina on the Camden Causeway within Elizabeth City's Extra -territorial jurisdiction.

NMJ Properties, LLC/ Pelican Marina
Field Investigation Report
Page 2
Project Setting
Niels and Melissa Jensen purchased the Pelican Marina located at 43 Camden Causeway (U.S. Highway 158) in
Camden County under the name of NMJ Properties, LLC, in 2016. The property falls within the Extra Territorial
Jurisdiction (ETJ) of the City of Elizabeth City, and is situated -1,300' east of the Pasquotank/ Camden County line,
adjacent to the Pasquotank River. Camden County and Elizabeth City zone the property as Mixed Use - Commercial.
The property is classified as Urban Waterfront, with municipal services provided by the City of Elizabeth City. Adjacent
uses include a restaurant and a small strip of vacant land owned by the City of Elizabeth City. Pelican Marina is bounded
to the north by US 158 and to the south by the Pasquotank River, and consists of a small narrow strip of land along
Highway 158 totaling 28,475 square feet. The project site is completely within the 75' Area of Environmental Concern.
Approximately 80% of the property is covered by a gravel parking lot, and has - 542 linear feet of shoreline.
The property is the site of a marina that has been approved for 62 slips and includes the following amenities: 1) a 40' x
80' marina store located over the water, 2) a small dock along the west side of the store, 3) a storage building on a
platform over the water converted to a kitchen, 4) a second storage building located at the end of a 197'x 8' pier located
behind the marina store that is used to store a portable pump -out, 5) a boat ramp and small courtesy dock on the east
side of the marina store, 6) a 215'x 8' pier is on the east side of the boat ramp, 7) erosion control structures consisting of
wooden and stone/concrete bulkheads, 8) a gravel parking lot, 9) a fenced dumpster, 10) a kayak rack, 11) a 4' wide
floating dock, and an above ground 1,000 -gallon capacity fuel tank (immediately adjacent to the bulkhead).
The closest pier to the Pelican Marina property is over 295' west of the marina at a residential condominium complex.
Classification of the adjacent waterbody is SC starting at the Norfolk Southern Railroad Bridge above the causeway to a
line between Cobb Point and Hospital Point below the causeway. Waters within the project area are "Joint" and as such
are Estuarine Waters. Water depths along the bulkhead are between -2.8' and -4.5'. Water depths at the end of the
main pier (-200' waterward of NWL) are between -9.2' and -9.6'. There is no submerged aquatic vegetation adjacent to
the subject property, and there are no wetlands associated with the property with the exception of -14sf of Arrow Arum
along the timber bulkhead on the east side of the property where there is a small breach. Other vegetation on the
property is limited to a few ornamental shrubs and a variety of domestic grasses and weeds. There are no known
geologic formations or archaeological sites associated with the applicant's property.
The property is question is low lying with an average elevation of only 1' above NWL, and is subject to regular flooding.
All water entering the property drains directly into the Pasquotank River. The marina store is only a few inches higher that
the adjacent grade, and as such is subject to regular flooding.
On March 31, 2017, NMJ Properties was issued CAMA Major Permit No. 47-17, to replace the bulkhead, add a
boardwalk, add a fuel dock at the end of the main pier extending from the marina store, install a pump -out station at the
end of the main pier, enlarge an existing boat ramp, expand an existing platform adjacent to the boat ramp and repair an
existing storage building on the platform, add floating docks in front of the platform and storage building with three finger
piers, repair and expand the dock around the ships store, add a floating dock to the east side of the property with 3 finger
piers, and a total of 27 new tie pilings.
Development Proposal
The fuel dock approved by CAMA Major Permit No. 44-17, was determined by the City of Elizabeth City, to be
inconsistent with the Fire Code, necessitating the reconfiguration of the approved development. The inconsistency was
not discovered until after the issuance of the CAMA Major Permit. The need to reconfigure the fuel dock has necessitated
greater changes than original realized and gives the applicant an opportunity to refine the proposed development of the
existing marina facility as follows:
1) Marina Store Dock: The applicant would like to extend the approved dock on the west side of the marina store
11' x 2.5' and add three 8' x 3' finger piers. Notes on the plan also indicate that 4 pilings are to be repaired or
replaced. If replaced 1 will have to receive approval from the adjacent property owner as it is not located within
0

NMJ Properties, LLC/ Pelican Marina
Field Investigation Report
Page 3
the applicant's riparian corridor, and the remaining 3 will require a waiver from the adjacent property owner.
Additional Impacts:-123.5sf of open water shading
2) Boat Ramp: Located on the property is an existing 13' x 25' concrete boat ramp. The relocation of the proposed
fuel dock and tanks will necessitate the shifting of the ramp 7' west of the current approved location. No work
had begun of the approve "expanded" boat ramp.
Additional Impacts: -175sf of shallow bottom disturbance
3) Platform and Storage Building: The shifting of the boat ramp would leave a 7' wide gap between the staging
pier and the existing platform. The applicant proposes to extend the platform and connect the two structures and
square off the platform. No work approved by the original permit has been undertaken to date.
Additional impacts: 205sf of open water shading
4) Floating Dock & Finger Piers: An approved (256sf) floating dock with (3) 10' x 4' finger piers (120so, to be
located waterward of the platform and storage building, adjacent to the concrete groin, will be shifted between
10' and 12' to the east and enlarged (287sf) to accommodate the fuel docking facility and accessed by a
gangway from the existing platform. The 5 associated boat slips and 3 finger piers will be relocated to the end of
the main pier where the fuel dock was originally approved. Neither of the approved floating docks or finger piers
have been constructed to date.
Additional Impacts: 431sf of open water shading
5) Main Pier (Immediately adjacent to the marina store): The approved floating fuel dock that was to be located
behind the marina store will remain as approved and be used as a docking facility for 6 relocated boat slips and
three relocated finger piers within the marina. The relocation of the slips will include the installation of 7 tie
pilings 50' waterward of the existing pier alignment. The total distance that the pier will extend into the
Pasquotank River, including the tie pilings, will be -250'. The Pasquotank River is -1,621' wide at the Pelican
Marina with a Federally Maintain Channel.
Additional Impact: 7 Tie Pilings
11. High Ground Disturbance: Relocation of the fuel tanks will result in no increased high ground impacts.
12. Replacement of Existing Tie Pilings: The CAMA Permit Site Plan states that 4 pilings on the west side of the
marina store will be repaired or replaced. Replacement of 3 pilings will require a waiver from the adjacent
property owner and the 4m piling on the waterward side of the slips is not within the riparian boundaries of the
applicant's property and cannot be replaced without authorization from the adjacent property owner.
Anticipated Impacts
1) Project will result in the shading of an additional 419.5sf of open water finger piers and platforms.
2) Proposed development will result in the disturbance of 175sf of shallow water bottom.
3) Installation of pilings for the proposed piers and tie pilings will result in a temporary increase in turbidity within
surrounding waters.
4) Treated wood leaches over time in surrounding waters and sediment. The amount of leaching is dependent on
the type of organic material present in the water bottom substrate, oxygen levels and water movement; however,
it is estimated that 90% of the leaching will occur within the first 90 days.
5) The proposed improvements will allow for safer access to existing boat slips.
Submitted by: Lynn Mathis
Date: December 7, 2017

DCM MP -1 Received
APPLICATION for NO`V 2:7 2-71
Major Development Perrffifj-EC
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Nmj Properties Llc
Pelican Marina
Applicant 1: First Name
MI
Last Name
Last Name
Niels
Troy
Jensen
Murphy
Applicant 2: First Name
MI
Last Name
Last Name
Melissa
Mailing Address
Jenson
PO Box
If additional applicants, please attach an additional page(s) with names listed.
State
Mailing Address
PO Box
City
State
403 E. Fearing Street
ZIP
Elizabeth City
NC
ZIP
Country
Phone No.
27949
FAX No.
3300 ext.
27909
USA
434 - 594 -
7545 ext.
Street Address (if different from above)
Street Address (if different from above)
City
State
State
43 Camden Causeway
Elizabeth City
NC
r9-
Email
NC
27966 -
Email
[e-mail]
[e-mail]
2. Agent/Contractor Information
Business Name
Quible & Associates, P.C.
Agent/ Contractor 1: First Name
MI
Last Name
Troy
Murphy
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
870
Kitty Hawk
NC
ZIP
Phone No. 1
Phone No. 2
27949
252 - 261 -
3300 ext.
— ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
8466 Caratoke Highway Suite 400
Powells Point
NC
27966 -
Email
[e-mail]
<Form continues on back>
252-80,S-2808 . 3-688-4RCOAST i,,,/v/.r;ocoastaimaiiagevnerit.net

Form DCM MP -1 (Page 2 of 5) APPLICATION for
Received Major Development Permit
NGV 2'? ?-1
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Pasquotank
431 US Highway 158 West
d. Approximate elevation of tract above NHW (normal high water) or
Subdivision Name
City
State
Zip
e. Vegetation on tract
Elizabeth City
NC
27921 -
Phone No.
Lot No. (s) (if many, attach additional page with list)
252 - 335 - 5108 ext.
, , , ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Pasquotank River
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
Pasquotank 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.
Causeway Mixed Use
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
Approx. 506 ft
28,475 SF
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)
❑NHW or ®NWL
e. Vegetation on tract
Uplands are primarily gravel and concrete with some areas of maintained grasses. There are no wetlands identified on site.
f. Man-made features and uses now on tract
A one story pile supported marina store. A one story pile supported storage building over water. Two timber piers with finger
piers extending into the Pasquotank river with 62 existing boat slips. 35 of the exisitng slips are privatley owned. A concrete,
timber, and riprap bulkhead lines the shoreline of the property.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Commericial uses and undeveloped properties.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Causeway Mixed Use
(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 NNo ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes NNo [INA
National Register listed or eligible property?
<Form continues on next page>

Form DCM MP -1 (Page 3 of 5) Received APPLICATION for
r �r Major Development Permit
m. (i) Are there wetlands on the site? D �C []Yes NNo
n Are there coastal wetlands on the site? " �� �� ❑Yes NNo
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes NNo
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Wastewater services are provided by the City of Elizabeth City
o. Describe existing drinking water supply source.
Drinking water is provided by the City of Elizabeth City
p. Describe existing storm water management or treatment systems.
n/a
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ❑Public/Govemment
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Pelican Marina will operate as a full service marina facility offering fuel, septic pumpout, ship store, and docking .for all boat
types.
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.
Vibrating hammer and barge; equipment to be stored onsite
d. List all development activities you propose.
Improvements requiring a Major Modification to CAMA Major #40-17 include relocation of the permitted fueling facility from
the end of the existing western most pier to a proposed floating pier adjacent to the existing structure and boat ramp.The
permitted AST location will be affected by this move and will be relocated to the new fueling dock location. These
adjustments will require a realigment of the permitted boatramp, bulkhead, woodwalk, and open decking around the existing
structure and reconfiguration of the existing slips. Four finger piers along the west side of the marina building are also
proposed. See attached Narrative for a detailed description of the proposed modifications.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? approx. 17,500 NSq.Ft or ❑
Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes NNo [INA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
N/A
i. Will wastewater or stormwater be discharged into a wetland? []Yes NNo [INA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No NNA
j. Is there any mitigation proposed? []Yes ❑No NNA
If yes, attach a mitigation proposal.
252-813 8 -28, 0 B68-4F?CC) AS T 'F,mc ZtaImnJ1ac eM.0nt.n01

1
Form DCM MP -1 (Page 4 of 5)
<Form continues on back>
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on 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 City of Elizabeth City Phone No.
Address PO Box 404 Elizabeth City, NC 27907
Name John Chin Phone No.
Address 130 Brightwater Dr. Unit #7 Clearwater Beach, FL 33767
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.
GP #A14199 - Pelican Inc - 1995 Major Permit #51-90 - The Pelican Inc
GP #A35990 - Ervin Stahel - 2004 Major Permit #26-96 - Pelican Marina
Major Permit #13-82 - The Pelican Inc Major Permit #40-04 - Ervin & Donna Stahel
Major Permit #158-87 - Ervin Stahel Major Permit #40-17 - NMJ Properties LLC -2017
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date Print Name
�
r-0 All
""" 1 l
Signature � / - -
%2 y �,�p .� Received
CSS �
Please indicate application attachments pertaining to your proposed project.
❑DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development DCM-EC
®DCM MP -4 Structures Information
0,' -_:r0 -1 -B83 -<';'. AST r��_, _,__��.�.l1.r;rt

Forrh DCM MP -1 (Page 5 of 5)
APPLICATION for
Major Development Permit
Received
NO '12. ! I.,--)
DCM-EC
2 i 2 - 8 0 3 - 2 S, 0 8 -, . 1 - 8 S S - -1, R C 0 Al S T .. Vv , n C C, o I s t a 1 13, @, n q, , z n t . T, e t

r _
Received DCM MP -4
STRUCTURES NOV J J
(Construction within Public Trust Areas) DCM—GC
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
®Commercial ❑Public/Government ❑Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number
2
(iii) Length
See Section 8
(iv) Width
See Section 8
(v) Floating
®Yes []No
e. (i) Are Platforms included? ❑Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes []No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
0
(ii) Number of slips existing
62
i. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
❑Open water; no dredging required
®Other; please describe:
N/A
k. Typical boat length: 25 feet
m. (i) Will the facility have tie pilings?
®Yes ❑No
(ii) If yes number of tie pilings?
14 7 Its DEF ENf) EPA T OF/WATER WARP
b17 - T tt& t,XPrt &L (hEe,
❑This section not applicable
b. (i) Will the facility be open to the general public?
®Yes ❑No
d. (i) Are Finger Piers included? ®Yes []No
If yes:
(ii) Number 7
(iii) Length 1 Oft and 8ft
(iv) Width 4 ft and aft
(v) Floating ®Yes [:]No
f. (i) Are Boatlifts included? ❑Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
® Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 62
❑ Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
sailboats,skiffs, charter boats
I. (i) Will the facility be open to the general public?
®Yes [--]No
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Fot'm DC - (Structures, Page 2 of 4) '/
2. DOCKING 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: ; Location: Exi� siting shower and toilets located in the Marina Store. No new showers or toilets
are proposed.
® Showers
❑ Boatholding tank pumpout; Give type and location: N/A (APFAPVF—r? u,L G1 v, 'aAkL- 'Pot" rT)
1JAAAa�Ih�
b. Describe treatment type and disposal location for all sanitary wastewater.
Wastewater services are provided by the City of Elizabeth City
c. Describe the disposal of solid waste, fish offal and trash.
Onsite trash receptacles
d. How will overboard discharge of sewage from boats be controlled?
A moblie pumpout station is located onsite as well as a stationary pumpout station.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
One, loacted at the end of the exsiting western pier.
(ii) Give the location and number of "Pumpout Available" signs proposed.
One, loacted at the end of the exisitng western pier.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
The AST proposed will be a vault style tank.
g. Where will residue from vessel maintenance be disposed of?
n/a
h• Give the number of channel markers and "No Wake" signs proposed. 0
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
The new fueling station will be located at the end of the existing west pier. A vault AST containing 1,000 gallons of gasoline and
1,000 gallons of diesel fuel will be relocated from the permitted placement on the western end of the property to the center of
the property. See attached CAMA Plan for AST placement.
j. What will be the marina policy on overnight and live -aboard dockage?
Currently most of the slips at the marina are privately owned. Live aboard is permitted
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?
Mobile pumpout station, transient and permanent dockage, Marina Store
_ _.-

R
otm DC P-4 ( trvctiAres, Page 3 of 4) Received
m. Is the marina/docking facility proposed within a primary or secondary nursery area? NUN 2 1
❑Yes ®No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑-
�r ^
Yes ®No t`
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.
N/A
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Govemment ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline 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.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Government ❑Private/Community
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
25? -S08 -231)2:58c ±"-,CDA re--,A-5d� 12 2TO,6 ,

orrin DCM P-4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines
Approx. 16 LF to the west and 54 LF to the east.
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
- 1,600 LF
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No [INA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
Approx. 360 LF to the west and approx. 900 ft to the east
d. Water depth at waterward end of structure at NLW or NWL
- -9.5' (NAVD 88)
8. OTHER ❑This section not applicable
a. Give complete description:
(1) 53 ft x 10.25 ft and 23 ft x 6.25 ft floating fuel dock (2) 11 ft x 2.5 ft (27 SF) Deck extension
Date
�C' 1 I cet,h 1 " kn
Project Name `
tKf
Applicant Nam
ApplicaeWSigno,Te
Received
141 1111V ? ? .i
DCM-EV

MAJOR PERMIT FEE MATRIX
Apalicant: Vii" l t -c - �C I;K- Oa
Selection
Development Type
Fee
DCM %
DWQ %
(14300 16014351000931625 6253)
(24300 1602 435100095 2341)
I. Private, non-commercial
development that does not
$250
100%($250)
0%($0)
involve the filling or
excavation of any wetlands
oro en water areas:
II. Public or commercial
development that does not
$400
100%($400)
0%($0)
involve the filling or
excavation of any wetlands
oro en water areas:
Major Modification to a
$250
100%($250)
0%($0)
CAMA Major permit
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non-
commercial development, if
$250
100%($250)
0%($0)
General Water Quality
Certification No. 4097 (See
attached) can be applied:
III(B). Public or commercial
E]
development, if General
$400
100%($400)
0%($0)
Water Quality Certification
No. 4097 (See attached)
can be applied.
III(C). If General Water
❑
Quality Certification No.
$400
60%($240)
40%($160)
4097 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
Quality Certification No.
$400
60%($240)
40%($160)
4097 (see attached) cannot
be a lied:
IV. For development that
involves the filling and/or
$475
60%($285)
40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:

REVISIONS
BY
8-22-2017
H.G.
NOTE: ALL TIMBER TO BE SOUTHERN
9-7-2017
H.G.
Received
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E,)(15 TINC, 2,417 5F BULIkHEADWALL 5 TRl)(- 7Z/RE
53
WINO
IARINA 5TORE x t7l PER
3TRUCTURE APPK10�� MITTED 778 SF
. ... . . ... OPEN DECK AND SEATING 33
0� lq!
25I 775 -51' PVOO,9 f
EX15R,16 -- DECK TOBE I
03 2 52
0E -' -t_- - - - X -4,6q
REPAIREPIREPLACED
X -610a ":,30
1 1 34
i I rT
PERMITTEDx -_w
BOAT RAMP 20' X 25' If,
x-5 40' cl; 1 x -4.70' 7-
/ 1 29 If
51
-PERMITTED 28 FT BY 4 FEET
A STAGING PIER a 35
245 SF FEET Df
EVAN
-Cp-
28
50
X -5-w
5 24
PERMITTED 237 SF
0 L. -5 f
X -,6,40' x
PIER -j 36 x
-------- AND SLIPS
27
F
0
23 49
X -6.4a
f
FINER PIER 91671 rIZED 26 jo 37
PER 2012 A -5.70'
AERIAL
IR
rZ
22 t PERMITTED 256 SF ............ F 48 X -1601i
x, 7 FLOATING DOCK 0
h -
L -\'tet dL t
-- 38
21
8FINGER RIER D1671TIZED PERMITTED 40 SF FLOATING L
PER 2012 AERW F04M PIER (I'IP-)
- -
X-ljol
- - - - 1
- - - - - L -Q I----
I :?� — — 39
j
20
9
4Vr 1 46 1 1 1
----------- 7 4, 1
F T X-&201
IAO' j
40
19
10
45
5L1P5 PER CONDO PLAT
PLAT CAB 6 SLIDE 2A
ir-
41
x-eag,
44
i r,
-- -- - - - - - - - - - - - - - - - - - - - - - - - -
L
12 -6-ml
17 42
rx
----
43
13 5 7RN X-dqol
cl IURE
L F- 16
x-7'Wl - - - - - - - - -- IL x-0,00' Awl
-----------
15
It It PERMITTED
156 SF DECK ADDITION
l5' RIPARIAN CORRIDOR
62
PA56WTAW RIVER
:IERMITTED (ARFROX /A09 Fr MDF)
x -4.70,
FUEL, ASPENSER PERMITTED 944 SF FLOATING
To PERMITTED FUEL DOCK
PERWITTED PLACE SEPTIC PUMPOUT
FUEL DI EN AND SEPTIC PUMPOUT
-'s
BV ?64:�V HALK4r56& 5rA6#0 PlIER PROPOSED WOOD WALK
GRAVEL
PROPOSED BULnnt.7
1. STAGING PIER PROPOSED W(M WALK
TIE PILING BACKFILL
25! FILTER
PROPOSED PIERCLOTH� K7 NWL
-1E" RIPARIAN CORRIPOF 4R_____._ 4, PROPOSED FLOATING DOCKS II i
10! BACKFILL
y - -------- u -N 4-
k!0-
NWL 0.0' EXISTING CONCRETE/1ROCK,/ SUBSTRATE
BULKHEAD WOOD PILES AND
- - - - - - - VINYL SHEETING -
CROSS SECTION A
SUBSTRATE
EXISTING -10NC BREAKWATER CROSS SECTION B TYPICAL BU
*STRUCTURAL DESIGN BY OTHERS BOAT NTS
CROSS SECTION &L& *STRUCTURAL DESIGN BY OTHERS
DESIGNED BY OTHERS
PIER SECTION
NTS
mff ijlz
11
RIPARIAN LINE -a i
IN
2
4
on
Hb
VICirry vw�
N.T.S.
NOTES.
OWNERS. NIEL AND MELISSA JENSEN
1. DEED RD-tl"CE- DS 346/ PG 702-705
2. CURRENT ZONING DISIMCT: ELIZABETH CITY ETj
3. 0060&tt IS LOCATED IN A F.I.R.M. ZONE
4. TOTAL %4CT AREA. 28,475 SF/ 0.65 ACRES
5. THIS IS WT A BOUNDARY SURVEY. BOUNDARY INFORMATION BASED ON
CAMCOUNTY PLAT CAB 6 SLIDE 2A .
6. PROPDEN ERIV AND MARINA LOCATED VATHIN URBAN WATERFRONT
7. WATER WTHS SHOYM WERE FIELD SURVEYED BY QUIBLE AND ASSOCIATES
ON 9/206
,'TO NAVD88.
!rwo
X-2,00'
REPLACE
Z
LINEAR FEET OF BULKHEAD
PERMITTED NEW 28 FT BY 4 FEET
5HOREL INE (W)
STAGING PIER
RE -GRADE E/MAINTAINPERMITTED
C14 0
'j
58 0 '60 0
0 59 -
57 (
00
EXISTING GRAVEL
FILL 62 CU. S.
EX15 FINC7 60M�,RETEI
0
0
PUBLIC TRUST
ROCK B72KNEAD
WATERS
X -3 -VI
Cd
PERMITTED
EX151 7 7
FILL 91 CU. YD&
PERMITTED 1,000 SIF
WOODENBOARD WALK
rtr
E
IMIDE RAMP
C TRUST
S0
A
56 X-4JOo
0
0 0 0
0)
mff ijlz
11
RIPARIAN LINE -a i
IN
2
4
on
Hb
VICirry vw�
N.T.S.
NOTES.
OWNERS. NIEL AND MELISSA JENSEN
1. DEED RD-tl"CE- DS 346/ PG 702-705
2. CURRENT ZONING DISIMCT: ELIZABETH CITY ETj
3. 0060&tt IS LOCATED IN A F.I.R.M. ZONE
4. TOTAL %4CT AREA. 28,475 SF/ 0.65 ACRES
5. THIS IS WT A BOUNDARY SURVEY. BOUNDARY INFORMATION BASED ON
CAMCOUNTY PLAT CAB 6 SLIDE 2A .
6. PROPDEN ERIV AND MARINA LOCATED VATHIN URBAN WATERFRONT
7. WATER WTHS SHOYM WERE FIELD SURVEYED BY QUIBLE AND ASSOCIATES
ON 9/206
,'TO NAVD88.
!rwo
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6 waw
Z U)
a- (i zw 2WD <Q�ww
C) iu2�F-
L'Z
wmo --Zj
ZO�ZD
Q0 CL �-WMWWW 0
ui 00Viuj
bi 0 z =j T 0- D w
< w
0 W 0 1 FD Z
X 0 — 0 � y zmwwa0m-?-dw
rx >Z
z
Ld
46 li -'d 0 uW, z up 2�0
(L <<00f 001
U='woz owzow-'Fn�-
0 <
<
nmV) <:E0wo-juz 0
nz
cn < w
T: L- < -1 0 00
0 of
D- to 0
—1— —­ —
RECORDATION,
DISCUSSION PL
DOCUMENT IS BAS
ALL INFORMATION
BY ANY REGULATO
QUIRLE & ASSOCIA
COMPLITENESS OF
FOR ANY ERROR C
USE OF THIS INFO
RIPARIAN LIAE
-7NT IS P1
C no rlA
' V"% vr-l AVAMAULt UAIA AIWU IZI NVI A (;LKIWILU UI ET.
4 ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS
*GENCY, ENTITY OR AUTHORITY.
X. DOES NOT GUARANTEE THE ACCURACY OR THE
Wr'* INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE
OVISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE
4A TION.
Received
INAft 9.1 11 1"',
DCM-EC
411!� t
LEGEND
EMPROPOSED WOODWALK FL j
'COMMISSION NO
L
PROPOSED FIXED PIER P16057
DESIGNED BY
PROPOSED FLOATING/FINGER PIER OTHERS
DRAWN BY
PROPOSED TIE PILING TAS /WDtr-/i
CHECKED BY
WDE
EXISTING TIE PILING ISSUE DATE
9 /016zl
SHEET O.
GRAPHIC SCALE
20 0 10 2O 4O
IN FEET
1 inch = 20 ft. OF SLEETSJ
z
Z
E
C14 0
'j
00
u
Z
?LA
z- 2
Cd
z
E
0
0)
0—
a_
:z
>
W ui
CL
,ZL 0
6 waw
Z U)
a- (i zw 2WD <Q�ww
C) iu2�F-
L'Z
wmo --Zj
ZO�ZD
Q0 CL �-WMWWW 0
ui 00Viuj
bi 0 z =j T 0- D w
< w
0 W 0 1 FD Z
X 0 — 0 � y zmwwa0m-?-dw
rx >Z
z
Ld
46 li -'d 0 uW, z up 2�0
(L <<00f 001
U='woz owzow-'Fn�-
0 <
<
nmV) <:E0wo-juz 0
nz
cn < w
T: L- < -1 0 00
0 of
D- to 0
—1— —­ —
RECORDATION,
DISCUSSION PL
DOCUMENT IS BAS
ALL INFORMATION
BY ANY REGULATO
QUIRLE & ASSOCIA
COMPLITENESS OF
FOR ANY ERROR C
USE OF THIS INFO
RIPARIAN LIAE
-7NT IS P1
C no rlA
' V"% vr-l AVAMAULt UAIA AIWU IZI NVI A (;LKIWILU UI ET.
4 ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS
*GENCY, ENTITY OR AUTHORITY.
X. DOES NOT GUARANTEE THE ACCURACY OR THE
Wr'* INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE
OVISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE
4A TION.
Received
INAft 9.1 11 1"',
DCM-EC
411!� t
LEGEND
EMPROPOSED WOODWALK FL j
'COMMISSION NO
L
PROPOSED FIXED PIER P16057
DESIGNED BY
PROPOSED FLOATING/FINGER PIER OTHERS
DRAWN BY
PROPOSED TIE PILING TAS /WDtr-/i
CHECKED BY
WDE
EXISTING TIE PILING ISSUE DATE
9 /016zl
SHEET O.
GRAPHIC SCALE
20 0 10 2O 4O
IN FEET
1 inch = 20 ft. OF SLEETSJ