20120896 Ver 1_CAMA Application_20120927

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NCDENR
North Carolina Department Ct Environment and 1Nalkirai iResou(ces
Division of Coastal 1,Ianagement
Beverly Eaves Perdue Braxton C, Davis
Governor Cirector
September 25, 2012
MEMORANDUM:
11113
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
20120898
Karen Higgins
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
Dee Freeman
Secretary/
CAMA/DREDGE & FILL Permit Application Review
Craven County
Craven County, at 1199 Cowpen Landing Rd., (SR 1441) adjacent the Neuse
River near Vanceboro.
Proposes to construct boat ramps with vinyl groins, a floating staging dock, a
fishing pier, a parking lot, and a vinyl bulkhead for public use.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
October 14, 2012. If you have any questions regarding the proposed project, please contact
Brad Connell, Permit officer at (252) 808 -2808. When appropriate, in -depth comments with supporting
data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
400 Commerce Ave., Morehead City, NC 28557 ww NorthCarolina
Phone: 252 - 808 -28081 FAX 252 - 247 -3330 Internet. w.nccoastalmanagement net r
An Equal Opportunity 1 Affirmative Action Employer Niatinnally

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DIVISION OF COASTAL MANAGEMENT
L
FIELD INVESTIGATION REPORT
APPLICANT'S NAME. Craven County
2, LOCATI Obi OT' PRO E CT S1T ' The prof tict is located ar 1 199 C ojxpen Landing
Road (Sl? 1441) adjacent to the Neese Rif ,�r near Vanc boro, C -1-avers County
Photo index -2006: not {available; 2000: not availabie.
State Plane Coordinates - X: 776432.205 Y: 166671.367
Latitude: 35 14 18.98 Longitude: -07710 00.50
3. INVESTIGATION TYPE: CAMA/D &F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit — 3/15/12
Was Applicant/Agent Present —Yes
Photos Taken — No
5. PROCESSING PROCEDURE: Application Received — cc: 9/11/12
Office - MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan —1996 Craven County (7/23/99)
Land Classification from LUP — Residential
(B) AEC(s) Involved: PTS, PTA
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — none
Planned -none
(E) Type of Development: Existing — asphalt approach and turn- around, boat ramp,
and two fixed staging docks
Planned - Two boat ramps with vinyl groins, a floating
staging dock, a floating fishing pier, a vinyl bulkhead, and
an asphalt parking lot
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION: DREDGED FILLED INCORP /CHAnFn
(A) High Ground
27,095 ft2
(B) Shallow Bottom
1,650 ft2
(C) Section 404 Wetlands
915 ft2
(D) Open Water
1,200 ft2 1=4
ft2 shaded
(1J) Total Area Disturbed: 31,964 ft`
(F) Primary Nursery Area: No
(G) Water Classification: C; Sw, NSW Open: No
(H) Cultural Resources: none
8. Proiect Summary: The applicant wishes to construct boat ramps with vinyl groins, a floating
staging dock, a fishing pier, a parking lot, and a vinyl bulkhead for public use.

Field Investigation Report:
Cowpen banding
Pate 2
9. Narrative Description:
This is a public boat launch area located off of River Road near Vanceboro, Craven County. The
project address is 1199 Cowpen Landing Road (SR 1441). The property is 1.454 acres and is adjacent
to the Neuse River. The adjacent properties are undeveloped.
The lot has approximately 390' of shoreline along the Neuse River. The site is currently being used
as a local public boat launch area at the end of Cowpen Landing Road. There is an asphalt cul -de -sac
that is utilized as a trailer turn - around, and a gravel parking area to the east. This makes up 27,125
square feet of total impervious surface area on the property. There is a dilapidated concrete boat ramp
with two deteriorating staging docks along the sides of the ramp for accessing the Neuse River. There
is also a failing wooden bulkhead on the east side of the existing boat ramp.
The average elevation of the high ground of the parcel is +4.5' above the normal water level (nwl).
Vegetation on this particular tract is mainly comprised of trees and Section 404 Wetland areas along
the property boundaries. There is not a defined Federal Channel in this area of the Neuse River;
however there is an existing "No Wake Zone" encompassing a 50 yard radius around the boat ramp
area. Offshore water depths adjacent to the tract range from about —1' to —14' nwl.
This waterbody is approximately 395' across at this location. This location is a part of the Neuse
River basin. It is subject to wind driven tides and low energy wave action due to its sinuosity and
such a narrow fetch. These Public Trust Waters of the Neuse River are not classified as a Primary
Nursery Area and there is no submerged aquatic vegetation present. These waters are classified as
Inland Fishing Waters. This area is closed to shellfish harvest and is classified as C; Sw, Nutrient
Sensitive Waters. There are no Coastal Wetlands in the proposed project area. This substrate is firm
without shell.
10. Proposed Development:
The applicant wishes to upgrade and expand this boat launch access for continued public use. The
applicant wishes to construct two new boat ramps separated by a staging dock and the ramps will have
vinyl groins running down the sides to enforce the structural integrity of the ramps. The applicant
also wishes to re -build and expand the damaged bulkhead, and construct a public fishing pier. The
applicant is proposing to asphalt over the gravel parking area and define the parking spaces that it can
accommodate.
The proposed asphalt parking lot will accommodate 24 vehicles along the eastern side of the project
area. This construction activity will take place mainly on high ground. However, four of the parking
spaces are proposed to impact Section 404 Wetlands just east of the center of the project area.
A vinyl bulkhead is proposed landward of the normal water level (nwl). This 168' long bulkhead will
begin near the southeastern property corner and run parallel to the shoreline in a northwesterly
direction.
Brad Connell September 24, 2012 Morehead City

s
Field Investigation Report:
Cowpen Landing
Page 3
The proposed fishing pier will begin near the center of the vinyl bulkhead, terminating at a "T"
platform in the Neuse River. The dock will be 8' wide and 48' long. The platform will be 8' wide
and 40' long. The "T" platform will be utilized for passive recreational fishing access to the Meuse
River. There will not be any boat docking allowed as hand rails will encompass this floating
structure. The water depth at this platform is -11' nwl.
The new boat ramps that are proposed will be in the same general location of the existing boat ramp.
The boat ramps will run parallel to each other, separated by an 8' by 80' floating staging dock. Each
ramp will be 15' wide and 120' long. At the landward end of the ramps, there will be a 20' by 40'
concrete approach apron. The boat ramps will extend approximately 80' waterward of the shoreline,
terminating at the A 1.0' depth contour.
On the outside edges of the ramps, there are two vinyl groins proposed. The groins will run parallel
with the ramps and perpendicular to the shoreline. Each groin is 75' long and will have a 2" vertical
gap along every 2 feet in order to minimize any disruption to water flow. The western most groin will
extend 45' waterward of the nwl, and the eastern most groin will extend 25' waterward of the nwl.
The groins will follow the top of the ramp's elevation, making them 4.8' above the nwl at their
waterward end.
11. Anticipated Impacts:
The vinyl bulkhead will be sited landward of the nwl within the Public Trust Shoreline AEC.
Approximately 27,095 square feet of high ground and 915 square feet of Section 404 Wetlands will
be graded and filled as a result of this proposal to reconstruct the parking lot. The proposed boat
ramps will fill 2,850 square feet of firm bottom substrate in the Neuse River. It is unclear as to the
purpose or need of having the ramps extend so deep and so far waterward at this particular location.
Due to the higher flow velocity in this portion of the Neuse River, the proposed groins and their 2"
gaps designed below the nwl are not expected to significantly degrade the flushing in the system, or
create any stagnant water. The floating staging dock along with the fishing pier will shade 1,104
square feet of Public Trust Waters. There should not be any impact to navigation along this section of
shoreline. The existing "No Wake Zone" around the boat ramp will be re- established by placing two
new "No Wake" buoys.
It is anticipated that there will be temporary, but elevated turbidity levels during the course of
construction. Storm water will flow through a vegetative buffer at a more gradual slope, thus
improving the existing storm water conditions on site. The impervious surface within the AEC will
increase slightly due to the increased width of the ramps. The existing earthen parking area will be
replaced with a defined asphalt parking lot.
The waters of the Neuse River are classified as C; Sw, Nutrient Sensitive Waters at this location and
are not designated as a Primary Nursery Area. These waters are closed to the harvest of shellfish and
there are no beds of submerged aquatic vegetation present. This proposal is subject to the NCDWQ
Neuse River Basin Riparian Buffer Rules.
Brad Connell September 24, 2012 Morehead City

i
Z
r North Caroling. Wildlife Resources Commission
Narrative for the proposed renovation at the NCWRC Cowpen Landing Access Area
The Cowpen Landing Boating Access Area is a site at the terminus of Cowpen
Landing Road west of Vanceboro, purchased by Craven County for use as a public water
access site. The original use of the site was a launch facility with park amenities such as
picnic tables and a grill. As the site has been in a state of disrepair for many years, the
NCWRC would now like to bring the site up to current standards, which would involve
replacing or removing all pieces of infrastructure at the site with the exception of the
current asphalt cul -de -sac. Current land surrounding the project area is developed with
residential dwellings to the north, an undeveloped lot to the west, and forestry area to the
east of the property that is currently undeveloped. As of now, the site is a lot with a
failing bulkhead and docks which do not meet any ADA standards, and a cracked and
deteriorating ramp, and poorly delineated parking.
The North Carolina Wildlife Resources Commission (WRC) will provide design
and construction services for the renovation of the public access facility. The proposed
boating access area will include two single slab single lane concrete boat ramps with
concrete apron, two vinyl sheet pile retaining wall/breakwaters, one floating dock to be
used for boarding, one bulkhead along the front of the property to prevent further erosion
and deterioration, and a public fishing pier. Also included will be an upland paved
parking area, with spaces designated for the fishing pier. There will be 15 regular
"vehicle with trailer" parking spaces, 1 ADA "vehicle with trailer" parking space, and 8
single car parking spaces, including 2 ADA spaces, for the fishing pier. The project is
proposed to be a redevelopment project under current stormwater rules, so no BMP
structures are proposed. The impervious area will be consolidated and made smaller
which should be an overall benefit to the site. Any stormwater will have to sheet flow
across the site, and the parking lot will be graded so that the upper half of the impervious
area is directed to sheet flow through a natural infiltration area before flowing through a
vegetated filter buffer towards the river.
Boat ramps:- -Two single lane 17' x 120' reinforced concrete boat ramps will be
constructed. 15' will be open for use with the other 2' being placed for the floating dock
to rest on. Due to the existing ramp and bulkhead, there will be minimal excavation for
the ramp. The majority of the construction will be fill to bring the ramp to proper grade.
Maximum top of ramp depth will be reached at the proposed end of ramp and it will not
exceed approximately 10.9' below NLW. The end of the ramp will be at - 10.9', but
DIVISION OF ENGINEERING SERVICES
Mailing Address: 1720 Mail Service Center • Raleigh, NC 27699 -1720
Office Location: 1751 Varsity Dr. • Raleigh, NC 27606 -Telephone: [phone] • Fax: (919) 707-
0162

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0 North Carolina Wildlife Resources Commission
subgrade preparation consisting of P of Class B riprap and 6" of 57 stone are used to
provide an adequate foundation and prevent erosion and future movement of the ramp.
Substrate beyond maximum foundation depth will not be disturbed. All dredged material
will be placed in a temporary dewatering area on site, surrounded by silt fence, until it is
sufficiently dry to allow for transport to the high ground spoil site or spread on site. Any
fill brought in will come from on site spoil materials generated by the grading of the
parking lot, and rock and asphalt sourced from local quarries and contractors. The
placement of erosion control stone beneath the boat ramp will provide hard substrate not
presently available in the project area. These areas may be colonized to some extent by
various aquatic organisms tolerant of the characteristics of the altered habitat. Small fish
species may also utilize the stone rip -rap as cover from predators.
Breakwaters and Bulkheads: -- Wood pile and vinyl walls will be constructed
adjacent to the concrete ramps, and along the shoreline to minimize erosion and provide
for an ADA accessible entrance to the proposed fishing pier. On the east side, there will
be approximately 75' of breakwater, and 168' of bulkhead. On the west side, there will
be approximately 75' of breakwater. On the breakwater, there will be 2" slots will be cut
every 2' from where the existing bottom meets the wall to NWL to allow for fish and
other animal passage.
Pier: - -One 60' x 8' floating wooden pier will be constructed between the
breakwaters, in between the two ramps. The pier will be used to assist with the launching
and retrieving of boats. A minimum of one handicapped railing will be attached to aid
both boaters with disabilities and the general public. There will also be a 40' long T dock
with a 40' T to be used for public fishing. This dock will have railing around its entire
length and will have drop downs in the rails to allow for ADA access.
Channel Markers and No -Wake Zone: -- The existing no wake zone will remain,
and a new buoy will be placed. This marker will be maintained a minimum of twice a
year and as necessary by NCWRC employees.
The objective of the proposed project is to provide a facility that will enhance
public access to the waters of the area. There will be an overall reduction of impervious
area over the site. The design was based on adequate launch and retrieval methods that
would cause a minimum of congestion and wait times. The proposed activities are
intended to bring an existing facility in disrepair back to within acceptable design
standards that conform to current ADA guidelines and that all of the public can enjoy.
Benefits from the access area include increased public recreational opportunity on
the Neuse River. A redeveloped facility will help alleviate overcrowding at surrounding
DIVISION OF ENGINEERING SERVICES
Mailing Address: 1720 Mail Service Center - Raleigh, NC 27699 -1720
Office Location: 1751 Varsity Dr. - Raleigh, NC 27606 -Telephone: [phone] - Fax: (919) 707-
0162

11
9 North Carolina Wildlife Resources Commission
boat launches, and it is anticipated that the boat ramp will receive a higher degree of
utilization after renovation. Use of the access area will benefit the local economy as
fishermen and recreational boaters patronize commercial businesses in the vicinity of the
project area.
Finally, there is very limited public access in the area, and the WRC has partnered
with Craven County in managing the property with the main intent of preserving public
access to the water. The location of this site coupled with the intent serves an important
public access need, and the design was based on minimizing impacts and creating a fairly
sustainable, low maintenance facility that can provide years of service for minimal cost to
the public, while helping to balance the ever shrinking accessibility to the water to the
ever increasing number of boaters and outdoor water enthusiasts.
Tom Covington, PE
Facilities Construction and Capital Projects Engineer
919- 707 -0154
tom.covington @ncwildlife.org
DIVISION OF ENGINEERING SERVICES
Mailing Address: 1720 Mail Service Center • Raleigh, NC 27699 -1720
Office Location: 1751 Varsity Dr. • Raleigh, NC 27606 -Telephone: [phone] • Fax: (919) 707-
0162

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IMF 4f
,I
Niger IN016
(last revised 12/27106)
Rfi i
North Carolina DIVISION OF COASTAL, MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Craven County
Cowpen Landing
Applicant 1 First Name
MI
Last Name
Last Name
Eddie
T
Games
Agent/ Contractor 2 First Name
Applicant 2. First Name
MI
Last Name
Mailing Address
If additional applicants, please attach an additional page(s) with names listed
City
State
Mailing Address
PO Box
City
Raleigh
State
406 Craven St
New Bern
-7
NC
Phone No 2
276991720
919- - 707 - 0154 ext
ZIP
Country
Phone No
FAX No
28560
USA
252 - 636 - 6606 ext
Street Address (if different from above)
252 -636 - 6685
Street Address (if different from above)
City
State
1751 Varsity Drive
ZIP
Email
NC
27606-
Email
egames @cravencountync gov
2. AgenbContractor Information
Business Name
North Carolina Wildlife Resources Commission
Agent/ Contractor 1 First Name
MI
Last Name
Thomas
T
Covington
Agent/ Contractor 2 First Name
MI
Last Name
Mailing Address
PO Box
City
State
1720 Mail Service Center
Raleigh
NC
ZIP
Phone No. 1
-7
Phone No 2
276991720
919- - 707 - 0154 ext
919 - 218 - 2064 ext.
FAX No
Contractor #
919 707 0162
Street Address (if different from above)
City
State
ZIP
1751 Varsity Drive
Raleigh
NC
27606-
Email
<Form continues on back>
252-808-2808 .. 1- 888- 4RCOAST :: www.necoastaimanagement.net

FormnsDCM MP -1 (Pay 2 0`4)
APPL.ICATIC'N .0,
Major Development Permit
3. Project Location
rCounty (can be multp:e)
Street Address State Rd #
Craven
1,199 Cowpen Landing Road 1441
Subdmision Name
City I State I Zip
N/A
Vanceboro NC 28586-
Phone No
Lot No (s) (if many, attach additional page with list)
N/A - - ext
N /A, I I ,
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
Neuse
Neuse 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
Pamlico Sound
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
N/A
4.
Site Description
a
Total length of shoreline on the tract (ft)
b Size of entire tract (sq ft )
390 ft
63,336 SF (1.45 Acres)
c
Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
N /A, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
4.5 ❑NHW or ®NWL
e
Vegetation on tract
pines and other trees along property boundary, scrub vegetation, grass
f
Man -made features and uses now on tract
Current man -made features include a dilapidated boat ramp with wooden docks and a fading wooden bulkhead along the
shoreline. There is also an asphalt cul -de -sac being used as a maneuvering area, with a gravel parking area to the east,
surrounded by a chain link fence at the property line
g
Identify and describe the existing land uses adiacent to the proposed project site.
Property to the east is timber land owned by Weyerhaueser. Property to the north and west is privatelyowned and currently
undeveloped.
h
How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
unknown, assume residential or industrial based on
(Attach zoning compliance certificate, if applicable)
surrounding property owners
❑Yes ❑No ®NA
j
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
252- 808 -2808 .. 1- 888- 4RCOAST :- www.nccoastalmanagement.net

For, . DCM NIP -9 (Pane 3 of 41
APP9_ICAT909 for
Mayor Development Permit .
m (i) Are there wetlands on the site? ®Yes []No
(u) Are there coastal wetlands on the site? ❑Yes ®No
(iii) If yes to either (i) or (n) above, has a delineation been conducted? ❑Yes ❑No
(Attach documentation, if avatlable)
n Describe existing wastewater treatment facilities
N/A
o Describe existing drinking water supply source
N/A
p Describe existing storm water management or treatment systems
currently none, everything is sheet flow either to the river or to areas of natural infiltration
5. Activities and Impacts
a Will the project be for commercial, public, or private use? ❑Commercial ®Public/Government
❑Private /Community
b Give a brief description of purpose, use, and daily operations of the project when complete
Site is to be used as an unstaffed public boatramp and fishing area, available for use 24/7/365, operated and maintained by
the North Carolina Wildlife Resources Commission.
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
Site will be closed during construction. A track hoe will be used for excavation and demolition, a bulldozer will be used to
push the concrete ramp slab into position. A track hoe with a vibratory hammer will be used to set the vinyl sheet piling. A
motor grader will be used to grade the site. Dump trucks will be used to haul cut and fill material. Rollers, graders, and other
equipment will also be used. All equipment will be stored on high ground while in use, and on site when not in use. Material
to be placed below NHW will be placed by excavator and will be retained within the breakwater on the sides, and be covered
by a concrete launch ramp on the top and front.
d List all development activities you propose
installation of two vinyl sheet pile breakwaters /bulkhead, two concrete boat launch ramps, one floating wooden boarding
dock, a paved maneuvering area, paved access road and parking lot, to include ADA parking spaces Also installation of a
vinyl bulkhead along the eastern shoreline from the ramps to prevent further erosion, and a floating fishing pier for the public.
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? 40,562 ®Sq Ft or []Acres
g Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA
that the public has established use of?
h Describe location and type of existing and proposed discharges to waters of the state
Existing discharges consist of stormwater entering the river via overland sheet flow. Proposed discharges consist of
stormwater entering the river) via a concrete launch ramp (only the launch ramp surface area contributing) and through a
vegetated swale.
i Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes, ❑No ®NA
j Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
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2
Form DCM MP -1 (Page 4 of 4)
<Form continual on ba�;k>
APPLICATION for
Major Development Permit
6. Additional information
In addition to this completed application form, (SAP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete Items (a) — (f) are ^ /,- ,ays applicable to any major Jevelopment applicahor Please consult the application
instruction booklet on how to properly prepare 'he required items below
a A project narrative
b An accurate, dated work plat (including plan view and cross - sectional dr ,vings) dralron to scale Please give zhe present status of the
proposed project Is any portion already complete? If previously authori_ed 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 Weyerhauser Phone No (252) 633 -7100
Address 1785 Weyerhauser Road, Vanceboro, NC 28586
Name Trula Tunstall and Connie Whalen Phone No unknown
Address PO Box 97, Edward, NC 27821
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
unknown
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.0 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 (Cl Se Pr Print Name ® � ,AS � d►wIA'fON
Signature
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
252- 808 -2808 .. 1- 388- 4RCOAST .. a arww.necoastaImanagement.net

Form ®CM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information.
Describe below the purpose of proposed excavation and /or fill activities. All values should be given in feet.
I. 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. sandy silt
99 CY of cut, to install ramp and base
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 (SB), 43CY to install rest of ramp and apron
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas.
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a Location of disposal area b Dimensions of disposal area
on site
c (Q Do you claim title to disposal area?
®Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner
(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 915 SF ❑None
(u) Describe the purpose of disposal in these areas.
fill to install parking lot for boating access area
overall disturbed site, but mainly behind bulkhead
d (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(i) If yes, where?
on site
f (i) Does the disposal include any area in the water?
[]Yes ®No ❑NA
(u) If yes, how much water area is affected?
252 - 808 -2868 :: 1- 888- 411COAST :: www.nccoastalmanagement.net revised: 12/26/06
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization)
Length
85
Width
38
Avg. Existing
Depth
-13
NA
NA
Final Project
Depth
-10.9
NA
NA
I. 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. sandy silt
99 CY of cut, to install ramp and base
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 (SB), 43CY to install rest of ramp and apron
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas.
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a Location of disposal area b Dimensions of disposal area
on site
c (Q Do you claim title to disposal area?
®Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner
(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 915 SF ❑None
(u) Describe the purpose of disposal in these areas.
fill to install parking lot for boating access area
overall disturbed site, but mainly behind bulkhead
d (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(i) If yes, where?
on site
f (i) Does the disposal include any area in the water?
[]Yes ®No ❑NA
(u) If yes, how much water area is affected?
252 - 808 -2868 :: 1- 888- 411COAST :: www.nccoastalmanagement.net revised: 12/26/06

(7 SHORELINE STABILIZATION El This section not applicable
(If development is a wood groin, use MA -4 — Structures)
a Type of shoreline stabihza.:c,n
I]Butkhead ❑ Riprap fJOfhe,
c Average distance ,vater,vard of NHVl/ or NVVL bulkhead is 20'
landward of NVJL
e Type of stabilization material
Vinyl sheet pile wall
g Number of square feet of fill to be placed below water level
Bulkhead backfill 0 Riprap 0
Breakwater/Sill Other
I Source of fill material
on site excavation and a borrow site to be determined, that
provides suitable fill
o Length 168'
Width bulkhead -2'
d Maximum distance ,darerward of NHW or NYIL MIA
f (i) Has there been shoreline erosion during preceding '12
months?
®Yes []No 0 N
(n) If yes, state amount of erosion and source of erosion amount
information.
amount unknown, source is wave and river flow
h Type of fill material
fill will be combination of excavated material from on site and
other suitable fill brought in from off site, conforming to Section
1018 of the NCDOT standard specfications.
4. OTHER FILL ACTIVITIES [:1 This section not applicable
(Excluding Shoreline Stabilization)
a (i) Will fill material be brought to the site? ®Yes ❑No ❑NA b. (Q Will fill material be placed in coastal wetlands /marsh (CW),
If yes,
(h) Amount of material to be placed in the water 340 CY
(iii) Dimensions of fill area 120'x 38'
(iv) Purpose of fill
soil fill found on site, 57 Stone and Class B Riprap for
underneath boat ramp, and concrete for ramp itself
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
(h) 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)?
vinyl sheet pile wall will be built before sitework, all erosion will tracked excavator, back hoe, bulldozer, on highway dumptrucks
catch behind the wall
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
Existing no wake buoy will be replaced with new ones
d (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No ❑NA
(n) If yes, explain steps that will be taken to avoid or minimize
environmental impacts
p 11— Project Name
Date
w 1944 �l towif'K T. au tNaro r.1 IV
Applicant Name
252 - 808 -2808 :: 1- 888 -4RC ®AST :: www.nccoastalmanaaement.net revised: 12/26/06

Applicant Signature
252-808-2808::1-888-4RCOAST:: www.nccoastaimanagement.net revised: 12/26/06

Arm DCM MP-3
U ? P y , DEVELOPMENT
(Construction r disturbing activities)
Alach this form to Joint Application for CAMA Major Permit, Form DCM MP -1 Be sure to complete all other sections of the Joint
- \pplication 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 1
1 - parking lot with maneuvering area
c. Density (give the number of residential units and the units per
acre).
0
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
(u) 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, budding, rooftops, or to be used for vehicular driveways
or parking.
2.3%
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.
42.7%
Describe proposed method of sewage disposal.
N/A - none proposed
I Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
surface runoff from launch ramp, and surface runoff from
parking area after flowing over grassed buffer area to
include a swale
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc
40,562 SF
f List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces
concrete and asphalt
h Projects that require a CAMA Mayor 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: Stormwater redevelopment
exemption to be applied for concurrently with Major Permit
application.
k Have the facilities described in Item (i) received state or local
approval?
❑Yes ❑No ®NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation
252- 808 -28082 :: 1- 888- 4RCOAST :: wwwr.nccoastaimanagement.net revised: 92/26/06

m Describe proposed drinking water supply source (e g , well,
community public system, etc)
N/A - none proposed
o When was the lot(s) platted and recorded?
7/15/1992
21 Ave, M
Date
awft#.% LAmowc. Q AA
Project Name
Illc1 AL %T•�- Cep rNt,�o�
Applicant Name
-11 4 /1--.
Applicant Signature
n (i) Will water be impounded? ❑Yes ®No ❑NA
(u) If yes, how many acres?
p If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®+NA
•
252 -808 -2808 :: 1- 888- 4RCOAST :: www.nccoastaimananement.net revised: 12/26/06

Form ®CM MP -4
�Construct9on within Public °gust Ara2s)
,attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1 Be sure to complete all other sections of the Joint
.'application that relate to this proposed project Please include all supplemental information
9. DOCKING FACILITY /]MARINA CHARACTERISTICS
a (v) Is the docking facility /marina.
❑Commercial ®Public/Government ❑Private /Community
c (q Dock(s) and /or pier(s)
(u) Number 2
(iii) Length 80' for boarding, 48' for fishing
(iv) Width 8'
(v) Floating ®Yes []No
e. (i) Are Platforms included? ®Yes ❑No
If yes
(ii) Number 1
(iii) Length 40
(iv) Width 8
(v) Floating ®Yes []No
Note Roofed areas are calculated from dripline dimensions.
g (i) Number of slips proposed
0
(ii) Number of slips existing
0
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: 20'
m. (i) Will the facility have tie pilings?
[]Yes ®No
(ii) If yes number of tie pilings?
0
❑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
(n) Number
(iii) Length '
(w) Width
(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-
0 Dry storage, number of boats-
0 Boat ramp(s); number of boat ramps- 2
® Other, please describe
public fishing
1. Describe the typical boats to be served (e g , open runabout,
charter boats, sail boats, mixed types)
mixed type, small craft
I. (1) Will the facility be open to the general public?
®Yes ❑No
252 -808- 2808 :: 1- 888- 4RCOAST :: www.nccoastaimanagement.net revised: 12/27106

I
i
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
❑ 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 (Q 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
1. Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality
8 What will be the marina policy on overnight and live- aboard dockage?
k. Describe design measures that promote boat basin flushing?
I 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
252 -808 -2808 :: 1- 888- 4RC0AST :: www.nccoastaimanagement.net revised: 12127/06

n V. Is the marina /docking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes ❑No
J Is the manna /docking facility proposed within or adjacent to coastal wetlands/mars;) (CW), submerged aquatic vega�ation (SAV), shell 'bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the numoer of square feet affected
❑C'hl ❑SAV ❑SB
❑'11L ❑None
Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? []Yes []No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease
3. BOATHOUSE (including covered lifts) ®This section not applicable
a (i) Is the boathouse structure(s).
❑Commercial ❑ PubliGGovernment ❑Private /Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dnphne dimensions.
4. GROIN (e g, wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) 10 This section not applicable
a• (i) Number
(u) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ❑This section not applicable
a Length 75' on both sides of the ramp b Average distance from NHW, NWL, or wetlands
35'
c. Maximum distance beyond NHW, NWL or wetlands
44'
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s).
❑Commercial ®PubliGGovernment ❑Private /Community
c Distance to be placed beyond shoreline 185'
Note This should be measured from marsh edge, if present.
e. Arc of the swing 0'
7. GENERAL
b Number 1
d. Description of buoy (color, inscription, size, anchor, etc )
No Wake Bouy, white, with orange and black letters, 9"
diameter by 60" long, tied with chain to a concrete block
anchor, not to be used for mooring.
252-808-2808:; 1- 888- 4RCOAST :: www.nccoastaimanagement.net revised: 12/27/06

It
a Proximity of structure(s) to adjacent riparian property lines
150' to west, 40' to east
Note For buoy or mooring piling, use arc of swing including length
of vessel
c Width of water body
420'
e (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(u) If yes, explain what type and how they will be implemented
If
b Proximity of structure(s) to adjacent docking facilities
10,700 ft to the west to a private boat ramp, 11,500 ft to
the east to the Spring Garden NCWRC Boating Access
Area
d Water depth at waterrdard end of structure at NLW or NWL
-130
8. OTHER This section not applicable
a. Give complete description:
Proposed additional structures on site include one floating boarding dock, two concrete ramps, breakwaters around the ramps,
and a bulkhead to minimize shoreline erosion and provide for access to a floating fishing pier
' SL 12
Date
Coy Pko LallolNe, GAR
Project Name
DIMAS T �ov�rra YO.J
Applicant Name
Applicant Signature
252- 808 -2808 :: 1- 888- 4RCOAST :: www.nccoastaimanagement.net revised: 12/27/06

i�
V`
n
® North Carolina Wildlife Resources Commission 9
August 23, 2012
Division of Coastal Management
400 Commerce Ave.
Morehead City, NC 28557
Re: Cowpen Landing Boating Access Area
Craven County
To Whom It May Concern:
Please find this letter as the statement of compliance (MP -1, item 6k) for the renovation of the Cowpen Landing
Access Area. The purpose of NCGS 113A 1 -10 is to ensure beneficial use of the State's natural resources without
damage to the environment. The Cowpen Landing BAA project is in compliance with this General Statue. The
project is the renovation of a boating access area that falls under the minimum criteria for the preparation of any
SEPA documents.
If you have any questions or comments, please do not hesitate to call me at (919) 707 -0154.
Sincerely,
C,ra W
Tom Covington, PE
Facilities Construction and Capital Projects Engineer
North Carolina Wildlife Resources Commission
DIVISION OF ENGINEERING SERVICES
Mailing Address: 1720 Mail Service Center • Raleigh, NC 27699 -1720
Office Location: 1751 Varsity Dr. • Raleigh, NC 27606 -Telephone: [phone] • Fax: [phone]

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW 2012 -01435 County: Craven U.S.C.S. Quad: Jasper
NOTIFICATION OF JURISDICTIONAL DFTERINIINATION
Prouerty Owner: NC Wildlife Resources Commission AM �t:
Division of Engineering Services
Address: 1720 Mail Service Center Address:
Raleigh, North Carolina 27699
919- 707 -0150
Property description: Cowpen Landing BAA is an existing WRC public boat ramp located on the Neuse River at the end
of Cow Pen Landing Road south of Vanceboro, North Carolina.
Size (acres) approx.1.8 acres Nearest Town Vanceboro
Nearest Waterway Neuse River River Basin Neuse
USGS HUC 03020202 Coordinates 35.238610 N - 77.166665 W
Location description: The proiect area encompasses approximately one acre and includes the road, boat ramp,
docks, shoreline, parking lot and a portion of the forest area north of the parking lot.
Indicate Which of the Following Apply:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). If you wish, you may
request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may
provide new information for further consideration by the Corps to reevaluate the JD.
B. Approved Determination
• There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of
this notification.
• There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
X The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
_ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on _. Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
Page 1 of 2

X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at (252) 808 -2808 to
determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact William Wescott at910- 251 -4629.
C. Basis For Determination The wetland area exhibits all three parameters specified in the Regional Supplement
to the 1987 Wetland Delineation Manual and is part of a larger wetland connected to the Neuse River.
eD
D. Remarks NCWRC used GPS to locate flagged jurisdictional boundary and submitted a map on 9/6/2012 showing
the jurisdictional boundary within the identified project area.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room IOM15
Atlanta, Georgia 30303 -8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 11/5/2012.
* *It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence. ** t
n
Corps Regulatory Official:
Date: 9/6/2012 Expiration Date: 9/6/2017
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit http:// per2 .nwp.usace.army.mil /survey.html to
complete the survey online.
Copy furnished:

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A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section 11 of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section 11 of this form and sending the forin, to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section 11 of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
,-,'.pplicant: NCWRC File Number: SAW 2012-01435
Date: 9/6/2012
',ttached is: See Section below
] INITIAL PROFFERED PERMIT (Standard Permit or Letter of pei—n-issior) A
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
PERM— IT D— EN IA L
C
A PROVE JURISDICTIONAL SDICTI ONA DETERMINATION
k
PRELIMINARY JURISDICTIONAL DETERMINATION
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A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section 11 of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section 11 of this form and sending the forin, to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section 11 of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETE'IUMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),'
by contacting the Corps district for Farther instruction. Also you may provide new information for fiarther consideration by the
Corps to reevaluate the JD.
=SECTIQN_II - REQUES`T! TOR APPEAL or,OBJECTIONS TO kh INITIAL: PROFFERED - PERMIT`=
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarifij where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
_ - _ .,T^j <:S�a #".��:`"S� {i�'�. 1{n .•.F�M7:`"t'i'3�.� SiFJ�. ",5.11•r 'S. f.�YF•r.�.�S•"w{:,;•� z•.Li::rvx
131 { a( Fa`* Ql j .�''{'IQN8 :{Op il?TPOR _ ,t� - {i' " ;N _ �w�i ,:t ,, � xt` :..�,,.: x• :::, ­FM
l'Ff ' Ks+{!!.�„'•' �•`. .` f�k -'Pl ;��;1i ?. «i3a.S r: �;Cm ..s. %d: �`. "uw....r;• ;R {y
If you have questions regarding this decision and /or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: William Wescott
CESAD -PDO
2407 West 5eh Street
U.S. Army Corps of Engineers, South Atlantic Division
Washington, North Carolina 27889
60 Forsyth Street, Room 10M 15
910- 251 -4629
Atlanta, Georgia 30303 -8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportufty to participate in all site investi ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: . 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD -PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303 -8801
Phone: [phone]

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