20140023 Ver 1_CAMA Application_20131227

201 40023
NCDEE R
North Carolina Department of Environment and Natural
Division of Coastal Management
Pat McCrory Braxton C. Davis
Govemor Director
MEMORANDUM
TO: Ms. Cyndi Karoly
Env. Biological Supervisor
Division of Water Quality Wetlands Unit
EP L `/ lm Do -
DEC 0� 7 2013 1 1
John E.
FROM: Doug Huggett Respond to Doug Huggett
Major Pernuts Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 23 December 2013
SUBJECT: CAMA Application Review
APPLICANT: Thomas Sawyer and Charles Younger
Secretary
PROJECT LOCATION: Project site is located off SR 1712 Gum Neck Road, adjacent a man made canal
off the Pungo River in the community of Leechville near Belhaven in Beaufort County, North Carolina.
PROPOSED PROJECT: Applicant proposes to improve small boat access by undertaking maintenance
excavation, widening of an existing canal, dock construction, replace and construct new bulkhead and
constrict a boat ramp.
Please indicate below your position or viewpoint on the proposed project and return this form by 13
Janurary 2014. Please contact Steve Trowell at 252 - 948 -3854, if you have any questions regarding the
proposed project When appropriate, in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Signed Date
943 Washington Square Mall, Washington, NC 27889
Phone: 252 - 946 -64811 FAX: 252 - 948-0478 Internet: www.nooDastalmanagement.net
An Equal Opportunity 1 ArfirrnaUve Action Employer

20140023
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION
G TION REPORT
uLC 9, 7 2013
1. APPLICANT'S NAME: Tom Sawyer and Charles Younger
D NR - w,�TF_R 60ALIT`I
2. LOCATION OF PROJECT SITE: Project site is located off SR 1712 Gum Neck We "diolat `nta`�` &2r,ct+
a went a man ma e
canal off the Pungo River in the community of Leechville near Belhaven in Beaufort County, North Carolina.
Photo Index - 2006:122 -8432; P -19 2000:122 -1449; I -6 1995:122 -1317; I -7
State Plane Coordinates - X: 2,742,350 Y: 671,900
Belhaven Quad. (upper right comer)
3. INVESTIGATION TYPE: CAMA and Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 14 May and 12 December 2Q13
Was Applicant Present - Yes and No
5. PROCESSING PROCEDURE: Application Received - 20 December 2013
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Beaufort County
Land Classification From LUP - Limited Transition
(B) AEC(s) Involved: CS, PTA, EW
(D) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - None
Planned - N/A
(F)Type of Structures: Existing - Bulkhead.
Planned - Bulkhead replacement, new bulkhead, boat basin, dock,
maintenance excavation.
(G) Estimated Annual Rate of Erosion: Unknown
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non - Vegetated Wetlands
2,940 W (Mainten ance
240 ft2 (Boat
Ramp)
Canal/Basin Bottom
excavation
(C) Other
230 ftz (Canal Widening)
15,000 ftz
564 ftz (Dock
shading)
Uplands
216 ftz (Boat Ramp)
(Spoil disposal)
(D) Total Area Disturbed: 19,190 ftz (0.44 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB NSW
Open: No
8. PROJECT SUMMARY: The applicant proposes to improve small boat access by undertaking maintenance
excavation, widening of an existing canal, dock construction, replace and construct new bulkhead and
construct a boat ramp.

Tom Sawyer
Charles Younger
Man Made Canal off Pungo River
Beaufort County
Project Setting
The f0.4 acre project site is a partially developed parcel located off SR 1712 at 197 Gum
Neck Road in the Community of Leechville adjacent a man made canal and the Pungo River near
Belhaven in Beaufort County, North Carolina. The parcel is a long (382') narrow (t50') tract
bordered to the north by the man made canal and to the south by Jordan lane. The project site is
situated near the confluence of the man made canal and the Pungo River in a residential
community. The opening of the canal to the Pungo River is ±40' wide. The canal narrows as
you travel upstream of the project site and varies in width from 12' to ±25' wide. The project
site canal shoreline is stabilized with a wooden bulkhead for a distance of 32' from the eastern
(Younger) property upstream with the remaining (majority) shoreline as a cut bank. The canal
width in this area of existing bulkhead constricts to 18' for a short distance (5'). There is a 16' x
24' boathouse in an existing basin on the southern canal bank adjacent to the project site on the
east side. There is a ±20' x 45' boat basin directly across (North) the canal from the project site.
The Younger property was recently the subject of Major CAMA/Dredge and Fill Permit No. 25-
13 issued on 21 February 2013 for the partial filling of the aforementioned boat basin. Although
there is the potential for mooring facilities upstream of the project site, currently there is none
other than some temporary "side to" mooring to existing bulkheads.
The property is mostly uplands vegetated with maintained lawn grasses, mainly
centipede. There is an area of Coastal Wetlands adjacent to and upstream of the project site, on
the same parcel, vegetated mainly with giant cordgrass S artina cynosuroides) but also includes
some Phragamities sp. There are some hardwood trees on the upstream of the side of the Coastal
Wetland. The uplands are 2.5' to 3' in elevation above the normal water level (NWL).
The canal has a water depth of 3.5' to 4.0' at the confluence with the Pungo River and
shallows up from 3' to 1.5' in the center as the canal transitions upstream. Due to the lack of
boating use, the canal shallows to 1' near the cut bank. The Pungo River and canal are
designated as SB NSW by the Environmental Management Commission and Coastal Waters by
the Marine Fisheries Commission and this area is closed to shellfishing.
Project Description
The primary applicant (Sawyer) proposes to improve small boat (boats less than 20')
access by undertaking maintenance excavation in the canal, widening the canal by 5' and
constructing a 12'wide x 201ong boat ramp. The widening of the canal will result in a new
canal width of +30'adjacent to the project area. The applicant proposes to excavate a 12' x 18'
cut in this widened area to support the construction of the 12' x 20' boat ramp. The applicant
also proposes to construct a 6' wide dock landward of the existing bulkhead contouring the
shoreline up the widen cut to the landward edge of the boat ramp and up the other side of the
ramp contouring the new cut. A total of 94' of dock will be constructed. The applicant proposes
to replace the existing 32' of bulkhead and construct a new bulkhead around the new cut. The
co- applicant (Charles Younger) to the east is also proposing to excavate in his existing boat basin
(with the 16' x 24' boathouse) to a final depth of minus 5' below the NWL. The spoil material

Tom Sawyer
Charles Younger
Man Made Canal off Pungo River
Beaufort County
Page two
will be placed on uplands adjacent the new bulkhead and if necessary placed across Jordan Lane
on a separate 3.0 acre upland parcel owned by Sawyer.
Anticipated Impacts
The maintenance excavation activities will disturb 2,940 ft2 of canal bottom. The
excavation of the existing Younger boat basin to minus 5' below NWL will impede basin
flushing due to shallower (minus 4') surrounding connecting water depths. The proposed dock
will shade 564 ft2 of uplands. The canal widening will convert 230 ft 2 of uplands to open water.
The resultant spoil from the excavation activities will fill and grade f 15,000 ft2 of uplands. The
project will increase small boat traffic in the area and their associated impacts.
Steve Trowell — Washington Regional Office — 23 December 2013

16 December 2013
Mr. Steve Trowell
Coastal Management Representative
943 Washington square Mall
Washington, North Carolina 27889
Dear Mr. Trowell
Enclosed is a Major CAMA/Dredge and Fill permit application for maintenance
excavation of a man made canal, enlargement of an existing boat basin, construction of a new
bulkhead and boat ramp and construction of a boat dock on my property located off SR 1712,
Gum Neck road, adjacent a man made canal off the Pungo River in the community of Leechville,
near Belhaven in Beaufort County, North Carolina. The purpose of the proposed improvements
is to provide small boat (20' or less) launching and dockage for my personal use. I could have
obtained a CAMA/Dredge and Fill General Permit for the aforementioned activities, but the
application fees would have been triple ($1,200.00) the cost of the Major application fee.
I am also acting as agent for my neighbor, Mr. Charles Younger, to authorize under this
permit, maintenance excavation of an adjoining existing boat basin to a final depth of minus 5'
below the normal water level. If you have any questions, please feel free to call (252) 793 -3946.
Sincerely,
9 CfN0
Tom Sawyer

IUWI
RFUCATIIIIW
■
(last raMaed 1?fi*)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applkant/ Landowner InibrmatlOn
Business Name
Project Name (U aWicable)
Gough
Lon& Canal
Applicant 1: First Name
MI
Last Name
fast Name
Thomas
E.
PO Box
Sawyer
Applicant Z First Name
MI
Last Name
Phone No.1
-
Charles
W.
FAX No.
Younger
If additional applicants, please attach an additional page(s) with names listed.
Street Address (if different from above)
Mailing Address
PO Box
State
ZIP
Email
1661 9dward Ange Rd.
rState
mesville
NC
ZIP
Country
Phone No.
FAX No.
27846
Mart
-
-
emt'
252 793 3946
252 -793 -5706
Street Address (ff diftent Boni above)
City
State
ZIP
Email
woodwriterssigns @yahoo.com
2. AgWWCon&wtor Information
Business Name
Agent/ Contractor 1: First Name
$elf
MI
last Name
Agent/ Contractor Z First Name
MI
fast Name
Marling Address
PO Box
City
State
Zip
Phone No.1
-
- ext.
Phone No. 2
- - ext.
FAX No.
Contractor 0
Street Address (if different from above)
City
State
ZIP
Email
<Fonn continues on back>
/r�

Form DCM MP-1 (Page 2 of 4) APPLICATION for
Major Development Permit
3. Project Location
County (can be•muluple)
Street Address
State Rd. #
Beaufort
197 Gum Neck Rd.
SR 1712
Subdivision Name
Cory
State
Zip
e. Vegetation on tract
Belhaven
NC
2.7810
Phone No.
Lot No.(s) (H many, attach acloftnal page with list)
Residential waterfront
h. How does local government zone the tract?
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Tar /Pamlico
Canal off Pungo 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 ElManmade ❑Unknown
Pungo River
e. Is proposed work within city limits or planning jurisdiction?
L If applicable, list the planning jurisdiction or city limit the proposed
[]Yes
work falls within.
XPINo
n/a
4. Slue Descdptlon
a. Total length of shoreline on the trod QL)
b. Size of entire tract (sq.ft.)
+- 325,
.4 acres
c. Size of individual lots)
d. Approximate elevation of trad above NHW ( nomral high wato or
.k acres
NWL (normal waterleveq
(If many lot sizes, please afltach m Wifional page with a Os!)
❑NHW or ❑NWL +- 31
e. Vegetation on tract
maintained lawn grasses -- centipede
wetland giant cordgrass
f. Man -made features and uses now on bad
Existing bulkhead on,aman -made canal
g. Identify and describe the existing land uses dg�gW to the proposed project site.
Residential waterfront
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
n / a
(Attach zoning compliance certificate, if applicable)
❑Yes ❑No $ DNA
J. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes o
x
IL Has a professional archaeological assessment been done for the trod? If yes, attach a copy. ❑Yes o ❑NA
If yes, by whom?
I. Is the proposed project located In a National Registered Historic District or does it involve a ❑Yes o ❑NA
National Register listed or eligible property?
Own continues on next page>
_ -Y- ,

rm DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. () Are there wetlands on the site? es ❑No
M Are there coastal wetlands on the site? {MYes ❑No
(fiii) If yes to either () or (i) above, has a delineation been conducted? OYes GiNo
(Attach documeNs ion, ifavagable)
n. Describe existing wastewater treatment facilities.
None
o. Describe existing drinking water supply source.
None
p. Describe existing storm water management or treatment systems.
pons none
5. AcdvNes and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Govemment
gPdvate /Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Purpose is to provide small boat access to adjacent Pungo river
stabilize canal bank and provide small boat dockage 20' or less in length
c. Describe the proposed constniction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it Is to be stored.
Excavator, washdown pump and standard carpentry tools
d. List all development activities you propose.
Under take maintenance excayatlon and ;xcavate small boat basin
construct a boat ramp, stabilize canal bank with bulkhead and construct a dock on
landward side of bulkhead
e. Are the proposed activities maintenance of an existing project, new work, or both?
Both
C What is the approximate total disturbed land area resulting from the proposed project? ®Sq.Ft or ❑Ayes
225 sf +-
g. Will the proposed project encroach on any public easement, public aocessway or other area OYes ❑No ❑NA
that the public has established use of? x
h. Describe location and type of existing and proposed discharges to waters of the state.
Surface runoff
1. Will wastewater or stormwater be discharged Into a wetland? OYes [qNo ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? OYes ❑No ❑PIA
J. Is there any mitigation proposed? Dyes QNo ❑NA
If es, attach a x
y mitigation proposal.
<Form continues on back>

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Addidoni Inforn edon
In addiion to this completed appkJcetion bnm, (MP - -1) the topowing News below, it applicable, must be aabn*tgd In otor lbr the appbcadon
package to be complete. Nerns (a) - (f) are always applicable to any rinjor dowfopment appocat in. Phase coromhe application
insducilon booklet on how to properly prepare the required Norm 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, plate, 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. $400.00
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.
Noma Phone No.
Carmen Jennette
Address 131 Gum Neck Rd. Belhaven, NC 27810 252 945 -5502
Name Joseph and Linda Ghirardi 914- 715 -3178
Acdres+ 5 Deer Run Ad. South Salem, I]Y 10590
Name Regina C. Moseley Phone No.
Address 663 V A Merritt LP- Grimesland-, NC 27837
g. A list of previous state or federal permits Issued for work on the project tract. Include permit numbers, pemdttee, and Issuing dates.
None
h. Signed consultant or agent authorization form, N applicable. N a
I. Wetland delineation, if necessary. n / a
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) n / a
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.
cation end Permission to Fitter on Land
1.
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
uecewber 1 , Print Name
2013 Thomas E. Sawyer Charles W. Younger, Co.
Signature
Please indicate application attachments pertaining to your proposed project.
DDCM MP -2 Excavation and Fill Information DDCM MP -5 Bridges and Culverts
DDCM MP-3 Upland Development
®DCM MP4 Structures Information
"I

Form DCM MP -2
EXCAVATION Thomas E. Sawyer, applicant
1 Gough Long Canal Pro ject —Off Pungo R.
1661 Edward Ange Rd.
(Except for bridges and culverts) Jamesvi le ' NGp �4'6 co— applicant
252 793 -3946
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections or 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.
Other
Rock (excluding
Breakwater shoreline
stabilization
NA
NA
I. EXCAVATION
Access
Channel
(NLW or
NWL
Canal
Boat Basin
Boat Ramp
Rock Groin
Length
Muck
1.
a d.
(CW ), submerged aquatic vegetation (SAV), shell bottom (SB),
High- ground excavation in cubic yards.
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
46' x 5' x 4' = 34 c.y. (b oat basin)
901 54'
46' 501
OWL JINone
Width
Boat access — Launch, egress and ingress
to river
2. DISPOSAL OF EXCAVATED MATERIAL
I ..l J..
10, 10r
5' 30'
12'
Avg. Exlsting
Depth
—2' —1'
+2 3
+Z21
NA
Final Project
Depth
-4' -4'
-4' 51
—3'
NA
Other
Rock (excluding
Breakwater shoreline
stabilization
NA
NA
I. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in b.
❑This section not applicable
Type of material to be excavated.
cubic yards. 90' x 10' x 1.25(avg.) = 42 c. y'
54' x 10' x 3.0 (avw )= 60 c v.
Muck
(f) Does the area be e30 vated2 clud eo 5I)wella 7
� ��/� � � fly '
a d.
(CW ), submerged aquatic vegetation (SAV), shell bottom (SB),
High- ground excavation in cubic yards.
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
46' x 5' x 4' = 34 c.y. (b oat basin)
OCw QSe
12' x 12 r x 2' (avg.) = 11 c. y. y. (ramp area)
OWL JINone
(6) Describe the purpose of the excavation in these areas:
Boat access — Launch, egress and ingress
to river
2. DISPOSAL OF EXCAVATED MATERIAL
I ..l J..
❑This section not applicable
a.VVCUV�i V� VIQPUSal atEd.
On site.
(1) Do you claim (file to disposal area?
2MYes ONo ONA
(11) If no, attach a letter granting permission from the owner
(1) 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.
OCW ❑SAV OSB
OWL ICUNone
(u) Descnbe the purpose of disposal in these areas
b Dimensions of disposal area
100' x 150'
d W Will a disposal area be available for future maintenance?
2]Yes ❑No ONA
(if) If yes, where?
On site.
(i) Does the disposal include any area in the water?
[]Yes JJNo ONA
(ii) If yes, how much water area is affected?

3. SHORELINE STA BILIZATION ❑This section not applicable
(If development is a wood groin, use MP -4 — Structures)
a. Type of shoreline stabilization: b. Lenoth: 81'
®Bulkhead ❑Riprap ❑Breakwater %Sill ❑Other:
c. Average distance waterward of NHW or NWL:
1'
e. Type of stabilization material:
Ilooden bulkhead
g. Number of square feet of fill to be placed below water level.
Bulkhead backflll 1 Riprap
Breakwater/Sill Other
I. Source of rill material.
Local permitted sand mine
Width:
d. Maximum distance waterward of NHW or NWL:
1'
f. (1) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No ❑NA
(Ir) If yes, state amount of erosion and source of erosion amount
information.
n/a
h. Type of rill material
sand /clay
4. OTHER FILL ACTIVITIES C3 This section not applicable
(Excluding Shoreline Stabilization)
a. (r) WIII fill matenal be brought to the site? ]EYes ❑No ❑NA b (i) Will rill material be placed in coastal wetlands /marsh ICW)
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
n
() Amount of material to be placed in the water None other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
(iii) Dimensions of rill area Less than 1 foot by 81 ❑CW
❑SAV ❑SB
(Iv) Purpose of fill OWL ®None
$ackfill bulkhead (ii) Describe the purpose of the rill in these areas:
5. GENERAL
a. How will excavated or rill material be kept on site and erosion
controlled7
Backfill to be sloped,
graded and seeded.
c (i) Will navigational aids be required as a result of the project'7
❑Yes JNo []NA
(u) If yes, explain what type and how they will be implemented
b. What type of construction equipment will be used (e.g , dragline,
backhoe, or hydraulic dredge)?
Backhoe, dumptruck, tractor
d. (i) Will wetlands be crossed in transporting equipment to project
sites ❑Yes ®No ❑NA
(u) It yes. explain steps that will be taken to avoid or minimize
environmental impacts.
Thomas B. Sawyer Charles N. Younger
Date December 1, 2013 Applicantya�m�,ey/1/� �/ .1
aY
Protect Name Applicant Signature
Gough Long Canal Project off Pungo
River, Beaufort Co., NC

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Thbinas - S: Sawyer, applicant- - - - --
1661 Edward Ange Rd.
Jamesville, Nc 27846
252 793 -3946
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY /MARINA CHARACTERISTICS
a. (i) Is the docking facility /marina
❑Commercial ❑Public/Govemment ®Private /Community
c. (i) Dock(s) and /or Ver(s)
(ii) Number
Z
(iii) Length
40', 54'
(iv) Width
6 '
(v) Floating
❑Yes BNo
❑This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes [3No
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 ENo
f. (i) Are Boatlifts included? ❑Yes )&No
If yes.
If yes
(ii) Number
(ii) Number
(iii) Length
(iii) Length
(iv) Width
(iv) Width
(v) Floating []Yes []No
Note- Roofed areas are calculated from dnpline dimensions
g (i) Number of slips proposed
h Check all the types of services to be provided.
2
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
❑ Dockage, fuel, and marine supplies
Dockage (wet slips") only, number of slips: 2
❑ Dry storage, number of boats.
39 Boat ramp(s); number of boat ramps, 1
❑ Other, please describe:
i. Check the proposed type of siting:
30 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' or less
m (i) Will the facility have tie pilings?
❑Yes flNo
(ii) If yes number of be pilings?
t Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types)
Open runabouts 20' or less in length
I (i) Will the facility be open to the general public?
[]Yes IgNo

? "•Seri '�+1�+ �'dr 4et� �$S.P'w•!.i i�.`,if'i+"1 f.'>',;,`ip�'?;'.?� vx�� .ter, : ^d,� �S
r•
2. DOCKING FACILITY /MARINA OPERATIONS xftThis 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
0 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?
I. If this project is an expansion of an existing manna, what types of services are currently provided?
m. Is the manna/docking facility proposed within a primary or secondary nursery area?
❑Yes ❑No
,•A 21AZOS
O

n Is the marina /docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes X]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 manna/docking facility located within or within close proximity to any shellfish leases? []Yes XE]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 ❑Public/Govemment ❑Pnvate/Community
(ii) Number
(iii) Length
(iv) Width
Note- Roofed areas are calculated from dnplme dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) X@ This section not applicable
a• (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) QThis section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS x1lTtus section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Government ❑Private /Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present
e. Arc of the swing
7. GENERAL
b Number
d Description of buoy (color, inscription, size, anchor, etc.)

a Proximity of structure(s) to adjacent riparian property lines
3' on East side, 350' on nest
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
28' 30' Younger
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
b. Proximity of structure(s) to adjacent docking facildies.
3' on East side, No docking facilities
to West.
d. Water depth at waterward end of structure at NLW or NWL
3'
8. OTHER @This section, not applicable I
a. Give complete description:
Date
December 1, 2013
Gough Long Canal
Project Name
Thomas E. Sawyer
Applicant Name
Applicant Signature
Charles W. Younger
---------------------------------
Co- applicant name
----- - - - - --
CO— applicant Signature
y��- #?ea'R,:,�.r�f .. ^''.3a- •'SR.�:.�°.f:�.i�,'�,. "i : Priittl4/. rtt�' Su4 >'_5..._ +«fT���_;,'%?�9i._•�L ;�tli:4�:' �i ?°'I�$

A11(hOliZed Agent Consent Agreement
Charles)- W. Younper iZC. Tbomag r. saxyp to ua on
(Pw-ociv., Chvil"r; (Auiliot;zed Agent)
IIIV b.-huili'm ubtaining, (--'A.NIA periniv; flor the locatwil jiste(I TJji9avcij,-v
al.0on-'allo:1 1< hinitc.11 w the 31)(11, 1 fir :ld i Villes described abovc:,
Pix-me-tv Address:
103 Jordan Janc
—1se-111ayg
jn, NQ
252 - 943-6131
Madilig, Addrc,�s and Phone ', umber
r Or)CM Owncr's N
2801-305 G-Jenvood Gardens Lane
►NJJC1Fjk, NC 21008
910-781-31111
PI
roper,/ Owner'; Signature:
tur
Docember I , 2013
nrn '01tI(If.74,11 Onit X;

Drawing 1 of 2.
Existing BH / Hoseley Property M-TL
-f'�ru�++wii vens?z -, •:ern. .�= sF�4v: r4"- -�T,a�FF'r_IDGiAS.s-'Jsr.St e,�:s�:isra�— +rT.:.n..3-.,.� :i.'"�.'- "swi"� *Fam,�- �-•�•�.
90'
x -1.5' x -2'
20'
X
�Exis0 ting Shoreline to be dug
�...
61 i ack ~�5' nto into gro\un�
34I
Giant 6' Pier over high land
Chordgrass
Spoil Area
High Ground
— ' Sloped
N
Area
L12 \x 181
O
Gough Long Canal Project off Pungo R.
Beaufort County, ETC
BIRDS EYE VIEW DRAWING NORTIi
To Pungo River (East)
x -3'
U
,, 6' Pier over High land
N
Spoil Area
High Ground
N
Key:
Excavation below BH Bulkhead
High Land Excavation Existing B11
14liL- normal slater Level --------- New BH
1 " =12' Scale
R/W to Gum Neck Road (350' +- to Jennette Prop.)
!� (Nest)
;i
a
a
r
I
c
(Drawing
10' Continues)
X -3'
Boat ]douse
Younger
Storage Bldg.
Younger

Thomas E. Sawyer, applicant
Charles H. Younger, co- applicant
1661 Edward Ange Road
Jamesville, NC 27846
252 - 793 -3946 Dec. 1, 2013
Drawing 1. Extended /Continued
0
Id I i " �o 2y i
I�
N
ti i +i
t
I
1 ?I
0
a
�.I
t
r
!-2
E6torage Bldg.
Younger
Boat basin cleanout.
Younger section of work.
N
t'7 M
xx -3'
Existing BH
50'
x -5' x -5'
Existing BH
I Guest House
Younger
115'
Npungo
River
x -5'
Younger Work
Cross Sectional
.sting Depth 3'
avation to 5'

Drawing 2 of 2. Thomas E. Sawyer and Charles W. Younger Gough Long Canal Project
BOAT RARP New BH with Excavation Profile Typical BH on Stringers and Posts
Bost jasMp Cross Sectional Cross Section
water
Present grade KAIIP C ' level
oncrete slap ..
or wooden deck-i nOg slats .
g with stringers
New BH- Sloped and Grassed Grade
Fill Area
MAI
Finished Grade with Excavation
New BH with Excavation Cross sectional -- Excavation
Tie a� to 4' Exist.
Backs BH1 d
Typical BH Design
Cross Sectional BH 1x8 Treated Boards
)''
Canal Floor Mck North Side
New BH South Side of Canal
of cana 36' +-
(New Width)
Level with existing BH grade
1x8 Sheathing
Support Posts
MW Mean Low Water
Key: BH Bulkhead
Not to any scale,
Thomas E. Sawyer /Charles W. Younge
Gough Long Canal Project
Off Pungo River Beaufort Co. NC
Leechville Community Dec. 1, 2013
EMMMOOMMMEME
0
ESE
MEIN
001APB
XPAP
- Backs
I
)''
Canal Floor Mck North Side
New BH South Side of Canal
of cana 36' +-
(New Width)
Level with existing BH grade
1x8 Sheathing
Support Posts
MW Mean Low Water
Key: BH Bulkhead
Not to any scale,
Thomas E. Sawyer /Charles W. Younge
Gough Long Canal Project
Off Pungo River Beaufort Co. NC
Leechville Community Dec. 1, 2013

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lh �r.l lsfand - vt"� (� 2013 Google �0 ,�', _

WARO TRACKING FORM
Date application first received in WaRO 1 l 3
Date application received as complete
Preliminary review by% J1
Date %1 13
Ckd 04
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IL
Deed
V/
Narrative
5
^
Location Map
cc�� __ nn
n-��v �C
16 r
Slu-
below
MP -1
ors
Plat(s)
►� ov '
MP-2
Cross Section(s)
A
MP-3
h Lk
Green Cards
su
has.
S' c "MI 0'-N\"3
Gov
MP-4
Postal Receipts
N� A
MP-5
Letters to Adjacent
Property owner,
�V"'
Agent Authorization Form
N/A
Mitigation Plan
01 k
15' Waiver Left Side
O 1 N
15' Wavier Right
Side
Preliminary review by% J1
Date %1 13
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