20080276 Ver 1_CAMA Application_20080211

' ~.,~ 08-0276
~~_
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
February 7, 2008 t) ~ ~ ~ ~ V !S
MEMORANDUM D
FEB 1 1 2008
TO: Cyndi Karoly t~ ~~~~
Environmental Biological Supervisor M~ETIANOSANDSTgip~htATERBRAN(~i
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Perquimans County, Commerce Park Shoreline Stabilization
Project Location: 310 Granby St., Hertford
Proposed Project: Shoreline erosion control composed of rock breakwater structures
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 02/28/08 to 400 Commerce Avenue, Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact Kelly Russell at [phone]. When
appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer- 50% Recycled 11.0% Post Consumer Paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Perquimans County
2. LOCATION OF PROJECT SITE: 310 Granby St. Hertford, NC
Photo Index - 2006: 236-6801 2000: 236-1782 1998: 158-1629
State Plane Coordinates - X: 2754572 Y: 891500.21
3. INVESTIGATION TYPE: CAMA, D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 12/31/2007
Was Applicant Present - no
5. PROCESSING PROCEDURE: Application Received Complete - January 22, 2008
Office -Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Perquimans County
Land Classification From LUP -Conservation, transitional
(B) AEC(s) Involved: ES, EW, PTA
(C) Water Dependent: yes
(D) Intended Use: public
(E) Wastewater Treatment: Existing -central sewer system
Planned -none
(F) Type of Structures: Existing -community center
Planned -rock breakwater for shoreline stabilization
(G) Estimated Annual Rate of Erosion: 2-3 ft/year
Source -applicant
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Estuarine Shoreline
upland area 42000 sq ft
grading
(B) EW, PTA
shallow bottom 17850 sq ft
breakwater

(D) Total Area Disturbed: 59,850 sq. ft. (1.37) acres
(E) Primary Nursery Area: no
(F) Water Classification: SC Open: no
8. PROJECT SUMMARY: The applicant proposes to construct a shoreline erosion
control system composed of rock breakwater structures along 900 ft of shoreline
and to grade, slope, and stabilize with vegetation existing riverbank erosion
escarpment.

Field Investigation Report
Page 2
Project Setting
The site of the proposed development is a 255.069 acre tract located at 310 Granby St. in the
Perquimans County Commerce Park. The Commerce Park is located on the northern side of
Harvey Point Rd SR 1336, just south of the Town of Hertford. The Commerce Park is adjacent
to the Perquimans River. Elevation of the tract is approximately 11.7 ft above normal water
level and there is an existing erosion escarpment along approximately 400 linear feet of the
shoreline area. Vegetation on the site consisted of indigenous grasses and upland oak, loblolly
pine, sycamore, red maples with bald cypress just offshore in the Perquimans River. The soils
are sandy loam.
Existing structures on this site consist of a multi-use community center with ball fields and a
paved parking area. The site has 5,070 ft of natural shoreline and no submerged aquatic
vegetation was observed.
The waters of the Perquimans River along the area of the applicant's property are closed to
shellfish harvesting and are classified as SC waters by the Division of Environmental
Management. There are no known archeological sites of geologic formations associated
with the applicant's property.
Development Proposal
Perquimans County proposes to stabilize and protect 900 ft of shoreline on county-owned
property adjacent to the Perquimans River. The county proposes to grade 400 ft of
shoreline to a 2:1 slope and stabilize the graded area by installing Biomat from the top of
the bluff to the natural sand beach. The county also proposes to plant a mixture of native
hardwoods, bald cypress in the project area. The applicant proposes to construct 50 ft long
and 15-17 ft wide stone breakwaters parallel to the shoreline and ranging from 15-25 ft
waterward of NWL. Each breakwater will be separated by a 10 ft opening. Across the
openings a 20 ft baffle would be placed on the offshore side. The breakwaters would be
approximately 2 ft above normal water level depending on the water depth which varies
between 1 to 3 ft. There are to be 15 breakwater sections.
Anticipated Impacts
The proposed development will result in the placement of 17850 square feet of rock (stone)
in the Public Trust Areas and Estuarine Waters AEC's. Approximately 1320 cubic yards of
rock (stone) fill will be placed below the normal water level.
The land grading/sloping will result in approximately 42000 square feet of Estuarine
Shoreline being disturbed.
Submitted by: Kelly Russell
Date: 2/5/08

Perquimans River Shoreline Stabilization Project ~-'~ASl,~nryq~~f~~~a
CAMA Major Permit Application ~Iizgb~try ~~~~
August 20th, 2007; Revised October 24, 2007; Revised November 30th, 2007; Revised January, 2008
Project Description
Perquimans County received a grant from the Clean Water management Trust Fund (CWMTF) to restore and
protect riparian shoreline on a County-owned property adjacent to the Perquimans River that the County is
developing for recreational, educational, and commercial uses. The Perquimans River is in the Pasquotank River
basin. The combined effects of historic agricultural use of the property and extreme storm events have damaged the
river shoreline, which is estimated to be eroding at a rate of 2-3 feet per year.
The purpose of this shoreline stabilization project is to protect approximately 900 ft of Perquimans River shoreline
from erosion resulting from wave action and rainfall runoff. The north section of the shoreline, some 500 ft.,
consists of a low area backed by thick vegetation. The remaining area to be protected, some 400 ft., consists of soil
bluffs ranging from 12 to 6 ft. above the sand beach and backed by a grassed area and the Community Center
Building. The project area is located within the Perquimans County Commerce Park, about two miles from
downtown Hertford.
Water Quality Benefits:
1. The Perquimans River is classified as SC and 303(d). Its Use Support Rating is Support Threatened, caused by
non-point sources, specifically agricultural runoff. This Project will stop progressive recession of the river
shoreline, reduce sediment contribution to the river from bank erosion, and reduce concentrations of suspended
sediment in downstream river water.
2. This Project will improve, preserve, and facilitate long-term management of aquatic habitat of the Perquimans
River.
CAMA Major Permit
Project activities proposed under the Major Permit include:
1. Re-slope and stabilize about 400 ft of existing shoreline in front of the Community Center building. The
entire top length of the existing and eroded soil bluff will be graded back to 2:1, starting at the top of the
mid-slope benches. The width of the area to be graded back is about 16 ft (Cross Section, Sheet 4).
2. Along about 400 ft of shoreline, install Biomat from top of the bluff bank to the natural sand beach to
control erosion.
3. Plant native hardwoods and shrubs at high densities on about 400 ft of top, mid-slope and bottom
benches.
4. Place stone breakwaters 15 ft to 25 ft offshore and approximately pazallel to the shoreline. Each
breakwater will be 50 ft long with a 10 ft space between each. Across each opening, a 20 ft long baffle
will be placed on the offshore side of the opening. The purpose of the baffle is to limit wave energy
from passing through the 10 ft breakwater spacing. There are to be 15 breakwater sections; bottom
widths will vary with the water depths, and range from 15 to 17 ft.; side slopes 2:1; and a top elevation
of 3 ft MSL.
5. Plant native bald cypress on about 500 ft of natural beach to the north of the soil bluff that will be
stabilized.
Using an excavator with bucket, the entire top length of the existing and eroded soil bluff will be graded and
sloped at 2:1 starting at the top of the mid-slope benches. The graded slopes and the existing mid-slope benches
will be stabilized and planted using native plants and bio-engineering materials and techniques. Working from
the top bank, a crane with a bucket will be used to install a rock sill in 1-3 feet of water following the natural
contour of the shoreline. In areas that the bucket cannot reach, rock will be moved by small boat or a front-end
loader.

APPLICATION for o~~ ~ ~Q~~-
Mayor Deoelopment Permit ~~;~ ~~~ ~~~~_,
past ~e~$ea ,2/2~/os~
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Perquimans County Commerce Park Shoreline Stabilization
Applicant 1: First Name Mt Last Name
Bobby C. Darden
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
128 N. Church Street 45 Hertford NC
ZIP , Country Phone No. FAX No.
27944 USA 252 - 426 -8484 ext. 252 - 482 - 4034
Street Address (if different from above) City State ZIP
Email
[e-mail]
2. `Agent/Contractor Information
Business Name
Albemarle RC&D Council
AgenU Contractor 1: First Name
Mark MI
H Last Name
Powell
AgenU Contractor 2: First Name MI Last Name
Mailing Address
730 N. Granville St, Suite B PO Box City
Edenton State
NC
ZIP
27932 Phone No. 1
252 - 482 - 743
7 ext. 4 Phone No. 2
- - ext.
FAX No. Contractor #
Street Address (if different from above) City State ZIP
Email
[e-mail]
<Form continues on back>

FoXm DCM MP-1 (Page 2 of 5)
Major Development Permit
APPLICATION for
3 Projecf Location
County (can be multiple) Street Address State Rd. #
Perquimans 310 Granby Street
Subdivision Name City State Zip
Commerce Park Hertford NC 27944 -
Phone No. Lot No.(s) (if many, attach additional page with list)
252 - - ext.
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Pasquotank Perquimans 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 Perquimans 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.
Perquimans County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
Appox. 5,070 11,107,800 (see survey attached with application)
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
NA, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 11.7 ft ^NHW or ®NWL
e. Vegetation on tract
Upland oak, loblolly pine, bald cypress, sycamore, red maple, scattered black willow and gums
f. Man-made features and uses now on tract
Community center building, baseball field, soccer field, paved parking area
g. Identify and describe the existing land uses adjacent to the proposed project site.
Farmland, and upland and bottomland forest along the shoreline adjacent to Perquimans County property.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
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. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ^Yes ®No ^NA
If yes, by whom? Not on file, per Lawrence Abbott
Assistant State Archaeologist, and
he would not recommend one for
this site.
I. Is the proposed project located in a National Registered Historic District or does it involve a ^Yes ®No ^NA
National Register listed or eligible property?

Form DCM MP-1 (Page 3 of 5)
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.
County sewer runs to the adjacent Community Center
o. Describe existing drinking water supply source.
County water runs to the adjacent Community Center
p. Describe existing storm water management or treatment systems.
None. However, Perquimans County has a grant from the Clean Water Management Trust Fund to construct a stormwater
wetland adjacent to the Community Center. The wetland will not be within the 75 ft AEC.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ^Commercial ®PubliGGovemment
^Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The shoreline restoration project will occur on the shoreline of the Perquimans County Community Center. The community
center building is located about 50 ft from the exisiting shoreline. The community center is a public multi-use facility with
basketball, baseball and soccer leagues.
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.
A tracked excavator will be used to gently slope the top section of the shoreline to create a bench for planting hardwood
trees and small shrubs. Exisiting natural benches at mid-slope and next to the water will be enhanced--with minimal
disturbance--before planting. Afront-end loader or crane with a bucket will be used to install a rock breakwater and baffle in
1-3 feet of water following the natural contour of the shoreline. The top of the rock breakwater will just be visible at NWL. The
equipment will be stored on Perquimans County property close to the project site.
d. List all development activities you propose.
1. Re-slope and stabilize about 400 ft of exisiting shoreline in front of the Community Center
2. Install Biomat from top of bank to the natural sand beach to control erosion (along about 400 ft of shoreline)
3. Plant native hardwoods and shrubs at high densities on about 400 ft of top, mid-slope and bottom benches
4. Along about 900 ft of shoreline, install about 1050 ft of rock breakwater (15, 50 ft sections of breakwater and 15, 20 ft.
sections of baffle) in 1-3 ft of water
5. Plant native bald cypress on about 500 ft of eroded shoreline in the northern section of the project
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? 42,000 ®Sq.Ft or ^Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ^No ^NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
None
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 mtigation proposed? ^Yes ®No ^NA
If yes, attach a mitigation proposal.

Form DCM MP-1 (Page 4 of 5)
<Form continues on back>
APPLICATION for
Major Development Permit
6 Additional'lnformation
In addition to this corn feted a lication form, MV-1 ° the followin item's below, if applicable, must be submitted in order for. the application
P PP ( ) 9
package to be complete. Items (a) - (fj are always applicable to any majordeaeloprnent 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 Anthony B., Margie A., and Samantha R. Wooddisse Phone No.
Address 168 Highway 158 West, Camden, NC 27921
Name Nita N. Brown Revocable Trust, c/o Thomas A. Miller, Trustee Phone No.
Address 3 Hemingway Lane, Pittsburgh, PA 15215-1575
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.
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 Certdication and Permission #o 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 th t the information provided in this application is truthful to the best of my knowledge. ~. -.... ,
',~'~ ,,,~~fi
Date ~3o Q Print Name b - ~2+' f~~ ~~i~l?
Signature ~ C C/~--~-~ ~=, ~ r ,ar.
Please indicate application attachments pertaining to your proposed project.
XDCM MP-2 Excavation and Fill Information ^DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
t:`~~ ~ASTAi. MAiV~1GEM-j
lwlizr~brwfY, ~it~~

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

Form DCM MP-2
EXCAVATION and FILL
~~ ~EN~

(Except for bridges and culverts) ~.~~~),
~.~ i~l~,
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all otfi~~~t~~r~n `r~if h'e Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
1,050 (15, 50
ft. sections of
Length breakwater
and 15, 20 ft.
sections of
baffle)
Width 15-17
Avg. Existing
NA
NA
Depth
Final Project
Depth NA NA
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
(CV1f7, submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (V1IL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ^None
(ii) Describe the purpose of the excavation in these areas:
d. High-ground excavation in cubic yards.
2: - DISPOSAL OF EXCAVATEQ 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
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlandslmarsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ^None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
^Yes ^No ^NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water'?
^Yes ^No ^NA
(ii) If yes, how much water area is affected?

~f°~°e ~~a~ ~t~n~ (k~ts~~~~t®~ ~a~s~ f~P6f~ iP~~e; ~~ ~~ 2--~
a. i ype or snoreune staomzation: b. Length: 1050 (15. 50 ft sections of breakwater and 15 20 ft
^Bulkhead ^Riprap ®BreakwatedSill ^Other: sections of baffle)
Width: 15-17
c. Average distance watervvard of NHW or NWL: 20 for breakwater d. Maximum distance waterward of NHW or NWL: 25 for breakwater
and 43 for baffle and 48 for baffle

e. Type of stabilization material: f. (~ Has there been shoreline erosion during preceding 12
Class 2 Stone months?
®Y
^N
^NA
es
o
(ii) If yes, state amount of erosion and source of erosion amount
information.
1-2 ft, wave action
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill Riprap Class 2 Stone
Bre
r/Sill A
k
t
16
8000th
a
wa
e
DproX
.
er
i. Source of fill material.
Class 2 Stone
4: OTHER: FILL ACTIVITIiES ®This section notspplicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ^Yes ^No ^NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW).
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (V11L)? If any boxes are checked, provide the
number of square feet affected.
~CW ^SAV ^SB
^WL ^None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Stone will be stored next to the Perquimans County Community Front-end loader or crane with a bucket will be used to transfer
Center. No erosion is anticipated with the storing of the stone stone material from top of bank to water level.
material.
c. (i) Will navigational aids be required as a result of the project?
^Yes ®No ^NA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ^Yes ®No ^NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
30
Commerce Park Shoreline Stabilization
Date Project Name

~~~~~
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'4'\~4r®
Form DCM MP-3
UPLAND DEVELOPMENT I~E~ ~ ~~~`~~'
~~ ~b ~q~Ettfi~ti
(Construction and/or land disturbing activities) Cjt~ .
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please inGude all supplemental information.
GENERAL UPLAND DE1/ELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. ~
NA
c. Density (give the number of residential units and the units per
acre).
NA
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
About 42,000 sq. ft.
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
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
None
Give the percentage of the entire tract to be covered by impervious
and/or built-upon surtaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
Approx. 30
j. Describe proposed method of sewage disposal.
Septic for existing stucture
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sankary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Surface
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
None
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:
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 stomtwater
design?
^Yes ®No ^NA
If yes, attach appropriate documentation.

m. Describe proposed drinking water supply source (e.g., well, n. (i) Wili water be impounded? ^Yes ^No ~jNA
community, public system, etc.)
County (ii) If yes, how many acres?
o. When was the lot(s) platted and recorded?
November 21, 1994
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
^Yes ^No ®NA
Date
~~~~~~
Project Name
Commerce Center Shoreline Restoration
Applicant Name
Perquimans County
~~~~~
~~~~
f ~~
~'~Sfii~! ~r~~l=~a~~~
lf~C~~~f~ ery;ii~,
Appli t natur

Form DCM MP-4 ~~~~~~~~
~C ®ENR
STRVCTVRES ~~~ro ~ ~~:F;;
(Construction within Public Trust Areas) `'~ ~I~C i~a~Gr~MJ=1~1',
c~bt~,h .~~~, _ ...
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.
7. DOCKING FACILITY/MARINA CHARACTER/ST-CS _ ®This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
^Commercial ^PublidGovernment ^Private/Community ^Yes ^No
c. (i) Dock(s) and/or pier(s)
(ii) Number
(iii) Length
(iv) Width
(v) Floating ^Yes ^No
d. (i) Are Finger Piers included? ^Yes ^No
If yes:
(ii) Number
(iii) Length
(iv) Width
(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
(ii) Number of slips existing
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:
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 (`tivet slips") only, number of slips:
^ Dry storage; number of boats:
^ Boat ramp(s); number of boat ramps:
^ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
I. (i) Will the facility be open to the general public?
^Yes ^No
m. (i) Will the facility have tie pilings?
^Yes ^No
(ii) If yes number of tie pilings?

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` 2. DOCK/NG FACIUIY/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:
^ Showers
^ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h• Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live-aboard dockage?
k. Describe design measures that promote boat basin flushing?
!. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
^Yes ^No

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: ~b'`a'"~'~~' ~FJ~~ Sit`w "us-''g ~ a. ~~@~wZ ~,`~~,u ~: ..~g ~~y a9 °~.9 ~.~
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
^Yes ^No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
^CW ^SAV ^SB
^WL ^None
p. Is the proposed marinaidocking facility located within or within close proximity to any shellfish leases? ^Yes ^No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts): ®This section not applicable
a. (i) Is the boathouse structure(s):
^Commercial ^PubliGGovemment ^Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GR(?IN (e.g., wood, sheetpile, eta If a rock gruih, use MP-2, Excavation and FiIL) ®This section not applicable
a• (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ^This section not applicable
a• Length 1050 ft (15. 50 ft. sections of breakwater and 15 20 b. Average distance from NHW, NWL, or wetlands
ft. sections of baffle) 20 ft for breakwater and 43 ft for baffle
c. Maximum distance beyond NHW, NWL orwetlands
25 ft for breakwater and 48 ft for baffle
6. MOOR/NG P1L/NGS' and BUOYS ®This section. not applicable
a. Is the structure(s):
^Commercial ^PubliGGovernment ^Private/Community
c• Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
7. GENERAL

e ~.4~"k~~`~ ~i~~~, _.. m~~ ~~'t'ny5`g.Sq'r~i?°v"u~~ e~SiJ1~ ~'`~ ~~ ~.~
a. Proximity of structure(s) to adjacent riparian property lines
400 ft southeast and 3200 ft northwest
b. Proximity of structure(s) to adjacent docking facilities.
NA
(Vote: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
NA
d. Water depth at waterward end of structure at NLW or NWL
1-2 ft
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.
8. OTHER ®This section not applicable
a. Give complete description:
~ ~~~~
Date
:.;
Project Name `u„~~Sp-T,AL1`+hA4P~~?~~!~~,,
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Commerce Centre Shoreline Stabilization
Applicant Name
Perquimans County
Applca t S' nature

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MAJOR PERMIT FEE MATRIX
Applicant• Perguimans County Commerce Park
Selection Development Type Fee DCM %
(14300 1601 435100093 1625 6253) DWQ
(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
or o en water areas:
II. Public or commercial
development that does not $400 100% ($400) 0% ($0)
involve the filling or
excavation of any wetlands
or o en water areas:
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 a lies:
III(A). Private, non-
commercial development, if $250 100% ($250) 0% ($0)
General Water Quality
Certification No. 3490 (See
attached can be a lied:
III(B). Public or commercial
~ development, if General $400 100% ($400) 0% ($0)
Water Quality Certification
No. 3490 (See attached)
can be a lied:
III(C). If General Water
Quality Certification No. $400 60% ($240) 40% ($160)
3490 (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
a vatic life:
III(D). If General Water
Quality Certification No. $400 60% ($240) 40% ($160)
3490 (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
o en water areas: