20040471 Ver 2_CAMA Permit Application_20130429

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director Secretary
u 1313 C , X11 111
TO: Ms. Cyndi Karoly
Env. Biological Supervisor
Division of Water Quality Wetlands Unit
FROM: Doug Huggett
Major Permits Processing Coordinator
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 26 April 2013
SUBJECT: CAMA Application Review
APPLICANT: Town of Plymouth
Respond to Doug Huggett
Morehead City Office
APR 2 J 2013
PROJECT LOCATION: Town of Plymouth access behind Police Department, 132 East Water Street in
Plymouth, adjacent the Roanoke River, Washington & Bertie Counties, North Carolina
PROPOSED PROJECT: Applicant proposes to construct a 6-slip deep water docking facility on the
Roanoke River on a new upland dock, and the replacement of a bulkhead, gazebo and platform with
access, boat ramp, approach, and two launch piers with a new groin at the Town of Plymouth property
behind the Police Station for a total of 23 public slips along the Town's waterfront properties.
Please indicate below your position or viewpoint on the proposed project and return this form by 16 May
2013. Please contact Kim Hedrick at 252- 948 -3936, if you have any questions regarding the proposed
project. When appropriate, in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Signed Date
943 Washington Square Mall, Washington, NC 27889
Phone: 252 - 946.64811 FAX: 252 - 948-0478 Internet: www.nocoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer

C) A - C) L)
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Town of Plymouth, Major Modification to CAMA Major Permit No. 113 -11
2. LOCATION OF PROJECT SITE: Town of Plymouth access behind Police Department, 132 E. Water Street in
Plymouth, adjacent the Roanoke River, Washington & Bertie Counties, North Carolina.
Photo Index — 2006: 137 -6713: B13 2000: 137 -1593: W19 1995: 137 - 1441: X20
State Plane Coordinates - X: 2,667,800 Y: 778,600 GPS Rover File # F022813A
Plymouth East (upper left corner)
INVESTIGATION TYPE: CAMA & DREDGE & FILL
4. INVESTIGATIVE PROCEDURE: Date of Site Visits — 28 February 2013 and 3 April 2013
Was Applicant Present — Yes (2/28/13) and No (4/3/13)
5. PROCESSING PROCEDURE: Application Received — 25 April 2013
Office — Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Washington and Bertie Counties
Land Classification From LUP — Conservation (Bertie County waters of the Roanoke River) & Developed
(uplands of Town of Plymouth)
(B) AEC(s) Involved: EW, PTA, & ES
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — Town of Plymouth WWTP
Planned — Bathroom facility to Town's WWTP
(F) Type of Structures: Existing — Parking, boat ramp with two access piers, bulkhead, platform with
gazebo, and upland access
Planned — Replace bulkhead, boat ramp, access & two launch piers, new groin,
replace platform, wooden access & gazebo, & new upland dock with 7
tie pilings to create 6 slips.
(G) Estimated Annual Rate of Erosion: 0' (adjacent stabilized shoreline); accelerated under gazebo.
Source - Applicant
7. HABITAT DESCRIPTION:
(A) Vegetated Wetlands
[AREA]
(B) Non - Vegetated Wetlands (Roanoke R.) 240 ft2 ramp replacement 320 ft2 (shaded - 2 ramp
562 ft2 bulkhead (new fill ) launch pier re lacements
(C) Other (Uplands) 10,890 ft2
(D) Total Area Disturbed: 0.28 acres (12,012 ft2)
(E) Primary Nursery Area: NO
(F) Water Classification: C -Sw (Roanoke River) Open: NO
8. PROJECT SUN D4ARY: The applicant proposes a 6 -slip deep water docking facility on the Roanoke River on a
new upland dock, and the replacement of a bulkhead, gazebo and platform with access, boat ramp, approach, and
two launch piers with a new groin at the Town of Plymouth property behind the Police Station for a total of 23
public slips along the Town's waterfront properties

Town of Plymouth 6-Slip Shore Side Dockage (Major Modification, CAMA Major No. 113 -11)
Washington County (Landward of NWL) and Bertie County (Waterward of NWL)
Project setting
Mr. Derrick Smith with the Wooten Company, on behalf of the Town of Plymouth, has
submitted the attached application for a Major Modification to CAMA Major Permit No. 113 -11. This
permit was issued on 21 September 2011 for a 9 -slip deep water docking facility in the Roanoke River
adjacent the Town's Lighthouse property. The Town is proposing an additional 6 -slip deep water
docking facility with amenities adjacent the Town's property behind the Police Station. The project site
is located behind 132 E. Water Street adjacent the Roanoke River, downtown Plymouth in Washington
and Bertie Counties, North Carolina. The shoreline on the southern side of the Roanoke River in this
area is the dividing line between Washington and Bertie Counties. The River is within the boundaries of
Bertie County, is ±460' wide, and channel depths range from 15' to 25' below normal water level (NWL)
at this location. The Town's property at this location is ±1 acre in size with ±300 linear feet of
shoreline, primarily stabilized with a deteriorating wooden bulkhead, and is ±3.5' in elevation. The
vegetation of the uplands is native lawn grasses and a few hardwood tree species. The property has
historically been used as a public park with asphalt parking, benches, and a walkway to a gazebo on a
platform over the River; however, the park is currently closed due to safety issues with the deteriorating
bulkhead. There is an existing boat ramp access with two launch piers on the eastern end of the
property. The western end of the property is not stabilized, and riprap has been placed in a scour area
under the gazebo platform to reduce accelerated erosion. The Plymouth waterfront is considered Urban
Waterfront within the Coastal Area Management Act (CAMA). The park is surrounded on both sides by
commercial businesses with parking, a paved road that runs parallel and near to the River along these
downtown properties, and the property to the west has a boat ramp. Both properties upstream and
downstream have bulkhead stabilized shorelines.
The 9 -Slip deep water docking facility located at the west end of Water Street adjacent the
replica Lighthouse property was recently constructed as authorized under CAMA Major Permit No. 113-
11. A marine sewage pumpout is located on the eastern end of this newly constructed docking facility.
The Town owns 13 separate land parcels along Plymouth's waterfront that are partially separated
between privately owned parcels. The Town has received multiple permits for development from the
Division of Coastal Management among these parcels since 1988. The Town owns 7 of the existing 16
pier structures, not including the docking facility adjacent the train depot that provides mooring for 8
small vessels, along its approximate 2,000 linear feet of waterfront. The Town currently has a total of
17 slips.
The Environmental Management Commission classifies the waters of the Roanoke River in this
area as C -Sw waters. The Roanoke River at this location is closed to shellfishing and is classified as
joint Anadromous Fish Spawning Areas (AFSA) with the Marine Fisheries Commission and the
Wildlife Resources Commission. Mr. Dennis Hawthorn, with Coastal Area Permit Assistance,
completed a Submerged Aquatic Vegetation (SAV) study on behalf of the Town of Plymouth that was
conducted from September 16 -30, 2008. The area surveyed included the southern shore of the Roanoke
River at the proposed docking facility and extended along the entire Town of Plymouth waterfront.
There were no SAV found within the survey area during the 2008 study, and there were some emergent
plant species, American Lotus and /or Yellow Water Lily, observed nearshore.

Project Description
The applicant proposes to construct at total of 265' of bulkhead, the majority of which will be
located 2' waterward of the existing deteriorating bulkhead, and ±25' of which will be located at NWL
along natural shoreline on the western end of the property. The bulkhead will extend a maximum of 14'
waterward of the NWL across an average 17' wide area that has scoured under the existing gazebo
platform. There is a proposed 265' long by 6' wide wooden dock located immediately landward of the
new bulkhead with associated tie pilings (7) located ±20' waterward of the dock to create 6 new 20' long
by 35' wide deep -water wet slips. The proposed configuration will provide 6 new side -to mooring slips
along the dock, and will bring the Town's dockage to a total number of 23 slips. Water depths of the
Roanoke River in the location of the boat slips will be 8' to 11' below NWL at the tie pilings. The
westernmost tie piling will be located within 2' of the riparian property line to the west and 60' from the
nearest pier structure to the west. The applicant proposes to replace the 20' long by 12' wide concrete
boat ramp and associated ±50' long access on existing grade to maintain the existing depth of 8' below
NWL. The replacement of two 32' long by 5' wide launch piers and a new 20' long by 1' wide groin at a
height of 1' above NWL to stabilize the downstream (east) end of the ramp are also being proposed. The
downstream (eastern) launch pier is on the riparian line to the east and is located 350' from the nearest
docking facility to the east. The existing platform and gazebo currently over the River is proposed to be
replaced with a 19' long by 26' wide wooden platform with a 144 ftz octagon- shaped gazebo, which will
be located entirely over land due to the new alignment of the bulkhead. The wooden access to the
platform and gazebo is proposed to be replaced and extended (30' long by 6' wide) to the parking area,
resulting in the removal of one existing, paved parking space. The applicant is also proposing a new 29'
long by 11.5' wide bathroom facility with two toilets and associated 3 parking spaces, entirely located
outside the 75' Area of Environmental Concern (AEC). There are no proposed fuel services.
Anticipated Impacts
The proposed shore side docking facility will provide 6 public deep water (8' to 11' below NWL)
wet slips. The proposed bulkhead will result in new filling of 562 ft' ( ±345 yds3) of Roanoke River.
The proposed boat ramp replacement will result in the filling of 240 ft' ( ±27 yds3) of Roanoke River that
is currently filled by the existing ramp. The proposed boat ramp launch piers will be replaced in the
same footprint by new piers, and shade ±320 ft2 of Roanoke River bottom. There will be 1,940 ftz of
permanent pervious impacts from the new dock and gazebo access, and 1,104 ftz permanent impervious
impacts from the gazebo (144 ftz) and boat ramp approach replacements. Approximately 7,846 ft of
high ground will be temporarily disturbed during installation of the bulkhead tieback area, repair of a
stormwater culvert through the new bulkhead, and general grading of the grassy park area between the
dock and parking area. Therefore, total upland disturbance, including temporary and permanent impacts,
is 10,890 ft'. This project will result in 28% of impervious surface within the 75' AEC and 70%
impervious surfaces for the entire tract; however, there is no increase in existing impervious area due to
removal of a 160 ftz impervious parking space, and the replacement of a gazebo currently located over
the River with a 144 ftz gazebo on uplands. The docking facility will usurp ±4,200 ft' of Public Trust
Area and Estuarine Water AECs as measured from the dock at NWL to the line of tie pilings.
Kimberly Hedrick — 25 April 2013

LAMA MAJOR NARRATIVE
TOWN OF PLYMOUTH
6 SLIP SHORE SIDE DOCKAGE
APPLICANT: Town of Plymouth
124 East Water Street
Plymouth, North Carolina 27962
PROJECT: Replacement of approximately 265 -feet of failed bulkhead with new vinyl
bulkhead, existing boat ramp, one (1) groin, two (2) access piers,
replacement/expansion of existing gazebo, and installation of new 6 -foot wide
wooden dock with six (6) designated boat slips for side dockage. The Town of
Plymouth was granted a CAMA General permit (No. 60996 -B) for the
replacement of the bulkhead, access piers, groin and boat ramp. The permit was
issued on January 4, 2013 and expires May 4, 2013. To date there has not been
any work completed in relation to this permit. The project as proposed will be
completed as a major modification to permit number 113 -11.
SITE: The Town of Plymouth was established in 1787 and is located in Washington
County. Early in the 1800s Plymouth was one of six (6) main ports in North
Carolina and ranked ninth in population among towns. In 1790, the United States
Congress established Plymouth as a port of delivery, complete with a customs
house.
Originally, a wooden bulkhead and boat ramp was constructed adjacent to the
Roanoke River. These were constructed to provide stabilization of the shoreline
and water access for the public. The bulkhead has had several structural failures
in the past resulting in condemnation of the park for public use. The gazebo
which is part of the park has remained open to the public however there is an area
of accelerated erosion occurring that has made its use a concern to the Town. In
addition there is debris and fill eroding into the Roanoke River as well as potential
structural damage to the adjacent parking lot should this erosion continue.
The Town proposes to construct a more durable vinyl bulkhead, 6 -foot wide wood
dock landward of the bulkhead, a new boat ramp, and replace the existing gazebo.
The existing bulkhead will basically be left in place, as to limit the potential for
erosion. The new bulkhead will be constructed 1 -1/2 feet on average in front of
the existing bulkhead, not disturbing the existing wall. This will limit soils
eroding into the river during construction. The area of accelerated erosion under
the gazebo platform is proposed to be filled in and the bulkhead extended across

the opening. The existing platform extends over the water in this area and the
Town is willing to limit the platform to the edge of the proposed bulkhead. There
are relic signs demonstrating the old bulkhead had extended across this area at
one time. The gazebo and platform will be enlarged slightly to ensure handicap
accessibility and easy of mobility to the walkway behind the bulkhead.
Construction time is estimated to be 90 days.
While originally constructed to provide an area to load and off load boats; in
recent years the Town has seen several state agencies tie off on the bulkhead
while conducting work in the Roanoke River Basin. For this reason and the need
for transient boat slips the Town is proposing six (6) boat slips approximately 35-
feet in length along the new bulkhead. Each slip will be equipped with a power
pedestal however no water or sewer services will be provided. The Town
currently has seventeen (17) slips between Flowers Park and the Lighthouse.
With the average water depth along the bulkhead being 9 feet deep this will give
the Town fifteen (15) deep water slips, considering the (9) deep water slips were
recently constructed under CAMA major permit 113 -11 issued September 21,
2011. Once complete this will give the Town a grand total of 23 slips for all of
the Town of Plymouth properties along the water front.

DCM MP -1

18N OM
APPLICATION for
Major Development Permit
(last revised 12127106)
F
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicand Landowner Information
Business Name
Town Of Plymouth
Project Name (if applicable)
6 Slip Shore Side Dockage
Applicant 1• First Name
Town of Plymouth
MI
Last Name
Agent/ Contractor 2• First Name
Applicant 2 First Name
Mike
MI
Last Name
Wright
If additional applicants, please attach an additional page(s) with names listed.
City
Greenville
Mailing Address
124 East Water Street
PO Box
City
Plymouth
Phone No 1
252 - 757 - 1096 ext.
State
NC
ZIP
27962
Country
USA
Phone No
252 - 793 - 9101 ext.
FAX No.
252 - 793 - 6712
Street Address (if different from above)
City
State
ZIP
ZIP
Email
2. AgentlContractor Information
Business Name
The Wooten Company
Agent/ Contractor 1: First Name
Derrick
MI
C
Last Name
Smith
Agent/ Contractor 2• First Name
MI
Last Name
Mailing Address
301 West 14th Street
PO Box
City
Greenville
State
NC
ZIP
27834 3221
Phone No 1
252 - 757 - 1096 ext.
Phone No. 2
ext.
FAX No.
252 757 3221
Contractor p
n/a
Street Address (if different from above)
City
State
ZIP
Email
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Form DCM MP -1 ( Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multi pie)
Street Address
State Rd. #
Washington
Town access behind Police Dept, 132 E. Water St
off US Highway 64
Subdivision Name
City
State
Zip
n/a
Plymouth
NC
27962-
1
Phone No.
Lot No.(s) (if many, attach additional page with list)
252 - 793 - 9101 ext.
7918, 9175, 7916,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Roanoke
Roanoke 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
Roanoke River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within
Town of Plymouth
4. Site Description
a. Total length of shoreline on the tract (ft )
b. Size of entire tract (sq.ft )
310 feet
41,382 sq.ft
c. Size of individual lot(s)
d Approximate elevation of tract above NHW in orma/ high water) or
156,82 sq.ft, 10890 sq.ft, 14810 sq.ft,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
3.5 ❑NHW or ®NWL
e. Vegetation on tract
Area along shorline is currently a park with grass areas mixed with a few shade trees.
f. Man -made features and uses now on tract
Tract currently has a collapsed bulkhead, boat ramp with associated groin and 2 launching piers, gazebo atop a platform,
asphalt parking area and municipal buildings.
g. Identify and describe the existing land uses adjacent to the proposed project site
Adjacent uses consist of municipal /commercial buildings with individual piers and boat slips along the waterfront. There is
also public parking located adjacent to the Town Park. Immediately upstream is a private boat ramp and natural shoreline
with a public road near shore. Immediately downstream is bulkheaded shoreline and existing business.
h How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
C1 - Central Business District
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
1. 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?
I Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
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Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m (i) Are there wetlands on the site? ❑Yes ®No
(u) Are there coastal wetlands on the site? ❑Yes ®No
(in) 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.
Wastewater collection and treatment will be by the Town's existing collection system and WWTP.
o. Describe existing drinking water supply source
Water will be supplied by the Town of Plymouth.
p. Describe existing storm water management or treatment systems.
surface run -off
5. Activities and Impacts
a. Will the project be for commercial, public, or private use2 ❑Commercial ®Public /Government
❑ Pnvate /Community
b. Give a brief description of purpose, use, and daily operations of the project when complete
The main purpose of the project is to reconstruct the existing bulkhead on the Town Park property. As part of the
rehabilitation of the bulkhead the Town is proposing an accessible dock, bathrooms, and the re- construction of the existing
boat ramp, associated groin with launch piers and gazebo.
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 bulkhead will be installed from a barge by use of an excavator with a vibrating head, as well as the use of small tractors
or bobcats for grading. The equipment will be stored in the adjacent asphalt parking lot.
d List all development activities you propose
265 feet of bulkehead replacement, boat ramp replacement, 1 groin, 2 ramp access piers, replacement/expansion of platform
and gazebo, 6 foot wide dock landward of the bulkhead with associated tie pilings to create 6 slips, lighting, power pedestals,
and replace concrete access to boat ramp.
e. Are the proposed activities maintenance of an existing project, new work, or both9 both
f What is the approximate total disturbed land area resulting from the proposed project? 0.25 ❑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.
There is one existing culvert that discharges to the Roanoke River which will be extended through the new bulkhead. There
are no new discharges proposed for this project. All contributing stormwater is due to surface water run -off.
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
I Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal
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Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional k7formation
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 mad 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 William R. Forbes, Jr. Phone No. (252) 394 -6666
Address PO Box 10, Creswell, North Carolina 27928
Name Bonnie Chesson Phone No. (252) 217 -2597
Address 1255 Albemarle Beach Rd, Roper, North Carolina 27970
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 General Permit No 60996 -B Issued to Town of Plymouth January 4, 2013
CAMA Major Permit No 113 -11 Issued at Lighthouse Property September 21, 2011
h. Signed consultant or agent authorization form, d applicable.
i. Wetland delineation, if necessary.
I 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.0 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.
1 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 cent *fy that the information provided in this application is truthful to the best of my knowledge.
Date �/ ���3 Print Name Derrick Smith
Signature ^ Ixj�_
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 MP -4 Structures Information
6 - 4 V. ur 0, T. w 1, .. •A' ',.f orr c, c E-, a T. u 4-- en F xa � P,- "n.
a -

DCM MP -2

Form ®CM MP -2
c
i
(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 NHW or NWL in b Type of material to be excavated.
cubic yards.
c (i) Does the area to be excavated include coastal wetlands /marsh d High- ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SIB),
or other wetlands (VVL)'? 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:
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a Location of disposal area b. Dimensions of disposal area.
c (i) Do you claim title to disposal area?
❑Yes ❑No []NA
(u) If no, attach a letter granting permission from the owner
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ❑None
(u) Describe the purpose of disposal in these areas
d (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(u) If yes, where9
f (Q Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(u) If yes, how much water area is affected?
I': »e - �i'a'n.- s:g•+'+��°u ,,. `�- �`F�'n�.Y^�;'�'���.�R� ?.gyp ... °fd9R4inr,fin �?:q��iGl�k�'6uii �a,isv� � ¢a o�a[rii Ca `,`
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL )
stabilization
Length
-
20
-
-
Width
-
-
-
12
Avg. Existing
-
-8
NA
NA
_
Depth
Final Project
-8
NA
NA
Depth
1. EXCAVATION ® This section not applicable
a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated.
cubic yards.
c (i) Does the area to be excavated include coastal wetlands /marsh d High- ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SIB),
or other wetlands (VVL)'? 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:
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a Location of disposal area b. Dimensions of disposal area.
c (i) Do you claim title to disposal area?
❑Yes ❑No []NA
(u) If no, attach a letter granting permission from the owner
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ❑None
(u) Describe the purpose of disposal in these areas
d (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(u) If yes, where9
f (Q Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(u) If yes, how much water area is affected?
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3. SHORELINE S?ABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a. i ypo v, anu,anna wauwcauun.
®Bulkhead ❑ Riprap ❑Breakwater /Sill []Other:
c Average distance waterward of NHW or NWL- 2 feet
e Type of stabilization material:
Vinyl bulkhead replacement
g Number of square feet of fill to be placed below water level.
Bulkhead backfill 561 Riprap
Breakwater /Sill Other
I Source of fill material.
Approved borrow site
U. Lengin zoo
Width- 2
d. Maximum distance waterward of NHW or NWL: 2 feet on
replacement portion bulkhead and 14 feet under gazebo erosion
area
I. (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.
Erosion has been on -going for several years however has
accelerated over the past 12 months
h. Type of fill material.
Clean sandy fill and #57 stone will be used behind the bulkhead
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a (i) Will fill material be brought to the site? ❑Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (r-W)
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b
controlled?
The proposed bulkhead will extend infront of the area under the
gazebo to be filled. The bulkhead will prevent any erosion into
the Roanoke River.
c. (i) Will navigational aids be required as a result of the project? d.
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
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 fill in these areas*
What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
backhoe and excavator with a vibrating head
(i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
L'ET t6ttti :: D• ff8tt �;ff SAiAS if :a Enrrna ?!.rain s� rip,�A �AirGC� /T�bb?Iiaif.I�dF�' Teveisedz 0 /J G5�I;

rr orann uce, m P,-2 P' no, FRO, 3 'Z8 �)
April 8, 2013
Date
6 Slip Shore Side Dockage
Project Name
Town of Plymouth
Applicant ame
Applicant Signature

DCM MP -3

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. 3 existing parcels
Upland development will consist of a 265' long by 6' wide
wood dock landward of the bulkhead and wood access to
gazebo from parki ng lot with associated 19' x 26' platform
with 144 SF roofed gazebo, and a new concrete approach
to the existing boat ramp. Bathroom facilities are located
outside the 75' AEC.
c. Density (give the number of residential units and the units per
acre)
no residential units are proposed
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.
g. Give the percentage of the tract within the coastal shoreline AEC to
ba covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
28%
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.
70% of the tract will be impervious however there is no
increase in impervious area.
1. Describe proposed method of sewage disposal.
N/A
d Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
0.25 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Impervious surface will consist of concrete /asphalt for the
replacement of the existing parking and boat ramp
approach and metal roof over the gazebo
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-
Have the facilities described in Item (i) received state or local
approval?
❑Yes ❑No SNA
If yes, attach appropriate documentation.
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 ®NA
There is an existing drainage culvert that discharges to the If yes, attach appropriate documentation.
Roanoke River that will be extended through the new
bulkhead. All discharges are due to surface run -off no
252 -80(1 -28082 r. 1- 888- 4RCOAST :r �vvu .ee cry sfa8raoarea errcQ�at_�a�t 'revised; 121281o6

V-p S; ; ! f �r� i ;;c{ 'i E},:ntw: tC i !•lbf tut3'ti, i^ ;<� nt u,Ai� ems-'
new discharges are proposed.
m. Describe proposed drinking water supply source (e g., well,
community, public system, etc.)
N/A
o When was the lot(s) platted and recorded?
approximately 1917
April 8, 2013
Date
6 Slip Shore Side Dockage
Project Name
Town of Plymouth
M licant ame �
Applicant Signature
n. (i) Will water be impounded? ❑Yes []No [DNA
(n) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No [DNA

DCM MP -4

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 ❑This section not applicable
a. (i) Is the docking facility /marina b (i) Will the facility be open to the general public?
❑Commercial ®Public /Government ❑Pnvate /Community ®Yes ❑No
c. (i) Dock(s) and/or pier(s)
(u) Number 22(boat launch piers)
(iii) Length 32'
(iv) Width 5'
(v) Floating ❑Yes ®No
e (i) Are Platforms included' ❑Yes ®No
If yes,
(n) Number
(iii) Length
(iv) Width
(v) Floating []Yes []No
Note: Roofed areas are calculated from drnpline d1mensions
g (i) Number of slips proposed
6 slips
(ii) Number of slips existing
(0) at this site, (9) at the lighthouse property, and (8) at
Flowers Park (train depot)
i. Check the proposed type of siting
❑ Land cut and access channel
[]Open water; dredging for basin and/or channel
®Open water; no dredging required
❑Other; please describe
k. Typical boat length 30 feet
m (Q Will the facility have tie pilings?
®Yes []No
(u) If yes number of tie pilings?
7
d (i) Are Finger Piers included? ❑Yes ®No
If yes:
(u) Number
(iii) Length
(iv) Width
(v) Floating []Yes []No
f. (i) Are Boatlifts included? []Yes ®No
If yes -
(u) Number
(iii) Length
(w) 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: 6
❑ Dry storage, number of boats:
® Boat ramp(s), number of boat ramps: 1
❑ Other, please describe-
I. Describe the typical boats to be served (e.g , open runabout,
charter boats, sad boats, mixed types).
mixed types
1 0) Will the facility be open to the general public?
®Yes ❑No
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9- -(� rna) Vd.(,i 41 iIV - 1" `��sF�b`Mu'r : -, IFui;;�` n' -) .l1
Z DOCKING FAC/UTYIMARINA OPERATIONS 0This section not applicable
a Check each of the following sanitary facilities that will be included in the proposed project
❑ Office Toilets
® Toilets for patrons; Number. 2, Location outside the AEC line
❑ Showers
❑ Boatholding tank pumpout; Give type and location•
b. Describe treatment type and disposal location for all sanitary wastewater.
Town of Plymouth will provide wastewater collection and treatment.
c Describe the disposal of solid waste, fish offal and trash.
Trash receptacles will be located near the boat ramp and gazebo. The Town of Plymouth will maintain the trash receptacles.
Fish cleaning will not be permitted within the park.
d How will overboard discharge of sewage from boats be controlled?
No overboard discharge will be permitted.
e (i) Give the location and number of "No Sewage Discharge" signs proposed.
0
(ii) Give the location and number of "Pumpout Available" signs proposed
0
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
n/a
g. Where will residue from vessel maintenance be disposed of?
n/a
h. Give the number of channel markers and "No Wake" signs proposed. 0
i Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality.
n/a
I. What will be the marina policy on overnight and live- aboard dockage?
Dockage will be transient only and limited to 3 days. The Town of Plymouth has a marina with a pump -out facility located
approximately 300 yards upstream that was recently installed on a 9 slip marina permit under CAMA Major No. 113 -11.
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?
n/a (see description j)
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m. Is the marina/docking facility proposed within a primary or secondary nursery area?
[]Yes ®No
n. Is the manna/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ®No
o Is the manna/docking facility proposed within or adjacent to coastal wetlands /marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any box @s are checked, provide the number of square feet affected
❑CW pSAV ❑Ss
❑WL ®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)
a (i) Is the boathouse structure(s)
❑Commercial ❑Public /Government ❑Private /Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dnphne dimensions.
®This section not applicable
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) ❑This section not applicable
a• (i) Number 1
(ii) Length 20'
(iii) Width 1'
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length
c Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
6. MOORING PILINGS and BUOYS ® This section not applicable
a is the structure(sy
[]Commercial ❑Public/Government ❑Pnvate /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.)
:?��' "� �'� ;�,"��Y ", ;. '6 •.`G�is..�F�;�Q1f ;:� �" ." ;�; f,t�l "r��- �:�a�;Kaky�:s�m =,� fe?6a„�ei16.�au' - 4..•

I, FCC ram DIr (;A P r!'l —'s p a)F�r R 'Gf" 41'.
a. Proximity of structure (s) to adjacent riparian property Ines
2' from upstream and 0' from downstream
Note: For buoy or mooring piling, use arc of swing including length
of vessel
c Width of water body
470 feet
(i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑ NA
(n) If yes, explain what type and how they will be implemented
b. Proximity of structure(s) to adjacent docking facilities.
60' Upstream 350' Downstream
d Water depth at waterward end of structure at NLW or NWL
+/- 12 feet
8. OTHER ❑This section not applicable
a. Give complete description
Project will consist of the replacement of an existing bulkhead with the addition of a 6' wide wood dock landward of the
bulkhead. The existing gazebo and platform will be slightly increased and replaced in generally the same location. There is
currently an eroded area under the gazebo that is proposed to be filled in. It is noted by the relic structures that the bulkhead
use to extend infront of the gazebo however due to the excessive erosion had collapsed and created this basin. This area
has historically been used by Marine Fisheries, NCDENR, and barges as a place to tie off. Due to this past activitiy there are
6 boat slips proposed along the new bulkhead as an area for side dockage. These slips will be provided with power pedestals
but no water or pump out facility. The dock will be constructed of wood decking ensuring that it will be- pervious. The project
will also consist of the replacement of an existing boat ramp and vehicle access lane.
April 8, 2013
Date
6 Slip Shore Side Dockage
Project Name
Town of Plymouth
icant N e
Applicant Signature
i?'?%9.°.�tR�d •!':r�}�j�+ .,. 1in$:!":^�QP�'�[ai;;i n ;. 1�_ T^ J' vt� .6?d:d:r.� <:,$_,^_uuu'Uf_%RO�c ?�0D3E'G34,Q3?n a �a

AGENT AUTHORIZATION

N.C. DIVISION OF COASTAL MANAGEMENT
AGENT AUTHORIZATION FORM
Date 3�z//3
Name of Property Owner Applying for Permit:
Mailing Address:
/ Z 17/ E. k4j)1er 5 /j-e e,74
/,/,,b tiL Z 7962
I certify that I have authorized (agent) / I�1 VooXpn Co* p01tT_ to act on my
behalf, for the purpose of applying for and /obtaining all LAMA Permits necessary to
install or construct (activity) /0!/ l % 6 LQ At ,
at (my property located at) Z ����` S eas` Z12 *0`,014
This certification is valid thru (date)
Property Owner Signature Date

ZONING COMPLIANCE

- Mar. 25. 2013 2:43PM
Oo.2948 P. 1
d Y
bate Received:
Received By:
e
Ox-
Town of Pl outh
CAZoning
Compliance Permit Application
Property owner Applicant (or Representati vevor. Contractor, etc-)
N o /yon Name
Name 'OW
Mailing Mailing
/S`/ 0
Address j3 !{/G Z�9eZ Address
Daytime Daytime
252-77 3 -9/� j pone
jKt- 793-17 11.1-/
Fax ZSZ - 793 -,e% 30 Fax
4K9--77-3- G f 3'P
_
Email Email
�cu °�Srrvic�sa ✓ /s /�/, rMok'c�1NC, cant
Address Address
Signature Signature
Who should be contacted for any questions that may arise?
Owner
�
Applicant
Street Address of property p %�1e�cf�i IVI_ 2?`J��
Lot Area
Location of Property (Check one) D inside Town Limits In Town ETJ (within 1 mile of Town Lirnim)
If Accessory Structure (Garage, Workshop, etc.), Check Services Structure will have-
®Electrical FIXitchen Plumbing PBathroom Plumbing ncity Water OCity Sewer
6' �✓� bea.rdwA/K �✓irl% z ZC d`c�i�rg �o� Q /Z /V, . Ile
/ �. /� • / / L. /ter e�c#`�'i�� d�r� !�' ��%ii /N.o�..�% 1, 0 S f
&G--ra /.L D,%t/ C'zr/ /d7 OO�F'i✓
Aiiaeh Additional Page(s) if Neces ry
If Non - Residential Use (Circle):
Sign(s)? Y (
Brief Description (Attach Sketches)
How Many? Freestanding Sign(s)? Y W
# Parking Spaces # Handicapped Parking Spaces I
10/20)0
" *Only Complete Applications will be Accepted"
FILES: PLY t2 PZA
Page 1
ZC Permit App

_ Mar. 27. 1013 2:44?M No. 2948 P.- 2
Town of Plymouth Zoning Compliance Permit AppAcation
B G INFORMATION: Please complete the follo�vulg for new construction (including additions).
Lot Depth Lot % idth _ Building Wight
Setbacks (Distance from Property Line to Building or Addition)
Front Rear Left Right
Is there a Street on more than one side of the Lot? (Check) Y
Which side(s)? (Check all that apply.) Right Left Rear
Please provide the following;
1. A location map (available from Wasltington County GIS Department.
2. A sketch showing the lot layout, including all existing building(s) accesses /driveways, and any proposed
new construction/additious. Please show seibaeks from property lines.
3. For new construction, please provide a sketch showing the interlor layout of the proposed buildings) or
addition(s).
4. If located in Floodplain, provide copy of Floodplain permit from Washington County.
S. If located in ETJ, provide one (1) copy of the Septk Tank Approval for new construction from
,woom,natnn rnnntv14ealth Department.
For Official Use Only
,7 Zoning District
Zoning Use Classification
Required Setbacks:
Lot Depth Lot Width q Building Height y�l�
Front ✓%1 Rear ^1 , � Left /' ✓�j� Right 'N �
Meet Standard 1 Yi N
Flood Hazard Zone oy N Base Flood Elevation
Nonresidential
Number of Parking Spaces Required `�J `1 Meet Standard Y N
APPROVED BY: DATE: �?� b3
See Attached Letter for Additional'Comrnents and Requirements
PLEASE ALLOW 5 7 DAYS FROM SUBNIITTAL DATE FOR APPLICATION REVIEW?
FILE #. PLY PZA 014
1012010 Page 2 ZG Pettait App