SW7070412_HISTORICAL FILE_20130118

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
[WHISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

►� sWpit 3oIoS ��07�`(►2
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director Secretary
u u�::►II ul
TO: Mr. Scott Vincent
Division of Water Quality
FROM: Doug Huggett Respond to Doug Huggett
Major Permits Processing Coordinator
Coastal Management Division Morehead City Office
400 Commerce Avenue
Morehead City NC 28557
DATE: 18 January 2013
JAN 18 2013
SUBJECT: CAMA Application Review
APPLICANT: Newman Family LLC. D�r JA (� Q—WO
PROJECT LOCATION: Project site is located off Landing Road (SR 1 136) adjacent a man made ^1
basin/canal off Fodery Creek and Swan Quarter Bay in the Town of Swan Quarter, Flyde County, North
Carolina.
PROPOSED PROJECT: Applicant proposes to undertake maintenance excavation in a man-made canal,
construct a bulkhead and a dock for "side to" mooring of small outboard powered commercial fishing
boats and fill 404 wetlands to create high -ground for storage of commercial fishing equipment.
Please indicate below your position or viewpoint on the proposed project and return this form by 7
February 2013. 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. t iI
REPLY This office has no objection to the project as proposed.��}j� ✓( r
This office has no comment on the proposed project.
1
C/ r�
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 %d ' Date 2 ��
SSl,/7 cX]
943 Washington Square Mall, Washington, NC 27889
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net / V''
An Equal opportunity 1 Affirmative Action Employer

I:" pf 17
I

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Newman Family, LLC
2. LOCATION OF PROJECT SITE: Project site is located off Landing Road (SR 1136) adjacent a man made
basin/canal off Fodery Creek and Swan Quarter Bay in the Town of Swan Quarter, Hyde County, North
Carolina.
Photo Index - 2006:112-8569; B-8 2000:112-1178; X-17 1995:112-1184; P-10
State Plane Coordinates - X: 2,793,600 Y: 612,400
Swan Quarter Quad. (lower left comer)
3. INVESTIGATION TYPE: CAMA/Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10 January 2013
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 14 January 2013
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Hyde County
Land Classification From LUP - Community
(B) AEC(s) Involved: EW, ES, PTA
(D) Water Dependent: Yes
(D) Intended Use: Private Commercial
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Man made basin and dock.
Planned - Maintenance excavation, wetland fill, bulkhead and dock.
(G) Estimated Annual Rate of Erosion: Unknown
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
1,088 82
(A) Vegetated Wetlands
( 404 Wetlands)
(B) Non -Vegetated Wetlands
2,300 ft2
Canal bottom
(c) Other
3,200 fr(Spoil
860 ft2 (Shaded by2
dock)
Uplands
Disposal)
(D) Total Area Disturbed: 7,448 ft2 (0.2 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA HQW
Open: NO
8. PROJECT SUMMARY: The applicant proposes to undertake maintenance excavation in a man made canal,
construct a bulkhead and a dock for "side to"mooring of small outboard powered commercial fishing boats
and fill 404 wetlands to create highground for storage of commercial fishing equipment.

Newman Family LLC.
Man Made Basin off Fodery Creek
Hyde County
Project Setting
The 20 acre project site is located off Landing Road (SR1136) adjacent a man made
canaUbasin and Fodery Creek off Swan Quarter Bay in the Town of Swan Quarter, Hyde
County, North Carolina. The tract is dominated by a large expanse of Juncus roemerianus marsh
with some limited highground between the marsh and SR 1136. The L-shaped man made canal
off Fodery Ceek was dug from this marsh prior to permit requirements and has an adjacent
highground spoil bank that is used by small boat commercial fishing operations for parking and
loading/off loading. There is a larger piece of highground south of the canal that resulted in part
from filling activities authorized by Major CAMA/Dredge and Fill permit No. 20-93 issued on
11 February 1993. The highground areas have varying amounts of gravel and levels of soil
compaction resulting from vehicular traffic. These areas are vegetated with fescue grass. The
upland wetland interface is vegetated with some woody vegetation mainly wax myrtle. The
marsh adjacent the relic spoil bank and the larger area of highground to the south has been
impacted by its prior use as an area to dispose of various types of trash. The Newman Family
LLC purchased the property in 1993 after obtaining the aforementioned Major CAMA/Dredge
and Fill permit. Activities undertaken as part of the permit included the recovery of the
discarded trash in the marsh. The impacts associated with the trash dumping and prior filling
have lead to the invaisive nonnative Phragmitessp. reed gaining a hold along the edges of the
filled areas outcompeting the native marsh grasses in some areas.
Water depths in the canal range from 2.5 to 3.5' below the normal water level (NWL).
The canal and Fodery Creek are designated as Primary Nursery Areas (PNA) and Coastal Waters
by the Marine Fisheries Commission and SA HQW by the Environmental Management
Commission.
Project Description
The applicant proposes to improve the use of the canal and adjacent highground area by
small boat commercial fishing operations participating in the local blue crab, gill net and oyster
fisheries. The applicant proposes to undertake maintenance excavation in an area of the canal
20' wide x 115' long removing an average of 1' of material for a consistent water depth of 3.5'
below the NWL. The spoil will be placed in a closed body dump truck for placement on the
larger highground area to the south of the canal. The applicant will then construct a 3' tall x 172'
long bulkhead along the edge of the canal at the NWL. Once the spoil material from the
maintenance excavation is dry it will be placed behind the bulkhead as backfill. A 5' wide x
172' long wooden dock is proposed along the landward edge of the proposed bulkhead. The
applicant also proposes to construct a 2' tall x 44' long retaining wall from the relic spoil berm
adjacent the canal to the larger area of highground to the south. The retaining wall is to be
constructed across a wetland area along the interface of a homogenous stand Phragmites sn. and
the large expanse of Juncus roemerianus marsh. The wetland area to be filled landward of the
retaining wall is 1,088 ft2 in size and is surrounded on three sides by highground. The

Newman Family LLC.
Man Made Basin off Fodery Creek
Hyde County
Page Two
PhraQmites sp. wetland substrate is slightly higher in elevation and was part of the area impacted
from the earlier trash disposal activities.
Anticipated Impacts
The project as proposed disturb 2,300 ft' of canal bottom. The project will result in the
filling of 1,088 ft' of 404 wetlands vegetated with Phragmites sp. and the filling of 3,200 ft' of
uplands associated with the temporary spoil disposal area. The wooden dock will shade 860 ft'
of uplands. The development activities will promote the use of this area by small commercial
fishing operations and their associated impacts.
Steve Trowell — Washington Regional Office— 17 January 2013

Newman Family, LLC.
C/O Dell Newman
PO Box 101
Swan Quarter, NC 27885
Steve Trowel
Division of Coastal Management
945 Washington Square Mall
Washington, NC 27889
Dear Mr, Trowel:
As our business continues to grow and expand we are in the need of expansion
and maintenance of some of our property. This maintenance and expansion is needed to
facilitate the influx of small fishing vessels we have seen in the recent years. We are
proposing to you to undertake maintenance excavation, bulkhead and dock construction
as well as some minor wetland fill. We are proposing to excavate approximately 85 cubic
yards or material from our basin to give it an approximate depth of 3.5 feet. Along with
this excavation we propose to construct 172' bulkhead and 142' dock along this basin.
With our spoil from the basin we are also proposing to fill 1088 square feet of 404
wetland. We will construct a retaining wall approximately 2 foot in height to keep the
spoil from encroaching on the surrounding wetlands. The purpose of these development
activities is to provide more space for commercial fishing operation participants in the
crab pot, small boat oyster, and gill net fisheries. The bulkhead and dock will provide
"side to" Mooring and the wetland fill will be used for temporary storage of seasonal
fishing gear. The wetland area to be filled is highly impacted and vegetated with
Phragmities.
Accompanying this letter you will find a full application as well as drawings of
our proposal.
Since
Dell Newman

BCB BBI-1
APPLICATION for
Maior Development Permit
Mat revised 12rlt10e) North Carolina DIVISION OF COASTAL MANAGEMENT
1. primary Applicant/ Landowner Information
Business Name Project Name (it
applicable)
�0.3i�
¢Wrro,. -a.mC� LLL d
IJoa�
Applicant 1: First Name MI LastName
be- IY P-U..1
0.
Applicant 2: First Name MI Last Name
if addidonal applicants, please attach an additional pages) with names listed.
PO Box
Magin Atldress
City
State
�1
Ste' ¢ eac� O
e G
e u) !Yl a. n Y
Phone No.
FAX No. 2
ZIP Country
qj$S Lam• S . o��a iab I text.
at lIo
Street Address (if different from above) City
State
ZIP
10"44 andt.. I�oacl
a178g
Email
rJ ed Ya�Yi G a' �
C en.
2. Agent/Contractor Information
4
Business Name
Agent/ Contractor 1: First Name
MI
Last Name
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box City
State
7JP
Phone No. 1
_
- ext.
Phone No. 2
- - ext.
FAX No.
Contractor #
Street Address (d different from above)
City State
ZIP
Email
<Form continues on back>

ForM DCM MP-f (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
—H�J&
^/ci,
o(V SR (13
Subdivision Name
City
State
Zip
tAJA
le
K (?-
a?�� s
Phone No.
Lot o.(s) rd many, attach additional page with list)
ext.
I I ,
a. In NC river basin is the project located?
b. Name of body of water nearest to Proposed project
Twhich
IQr ID4 , CICd
O Cre Q IC
C. Is the water bod dentified In (b) above, natural or manmade?
d. Name the closW major water body tome proposed project site.
❑Natural 2 0anmade ❑Unknown
L Seu..nj 1
e. Is pro ad work within city limits or planning jurisdiction?
I. if applicable, list the planning jurisdiction or city It the proposed
res ❑No
work falls within.
i
6W la._dr :M
7
4. Site Description
a. Total length of shoreline on the tract (R.)
b. Size of entire bact (sq.ft.)
LLC V^cJ
c. Size of individual table) 2-7 QC r eS
lq
d' Approximate elevation of trail above NHW (normal high wafer) or
NWL(normal water level)
r d
(If many lot sizes, please attach additional page with a list)
31 ❑NHW or;RNWL
a. vegetation on tract It 7 I4dlA �// �er rYr 1ti8
LI O -1 f�0 !'� �. C et— t:.�_x' l,.) �` E- (Ci_ ,� d S \ Y'c._ IN t
f. Man-made features and ,uses now on Vacs �� ( LS{�
iC Ci.f-h %c•.�r�Yr-ar<'-•�
Lc. ld I'5q 9 CI"C.
6 (�Nre_ 1;:-L ors
g. Identify and describe the existing land uses adiacenb to the proposed project site.
Ot,� Cdlrmerc.cC Ft51.r�.q
CoMmeru�I (Y�a�c'tri! v
D Gera` -U o r'%s
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
` /o
❑Yes ❑No DNA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes QNo
It. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes QNo ❑NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes RNo ❑NA
National Register listed or eligible property?
<Form continues on next pages

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (1) Are there wetlands on the site?
�es ❑No
(ii) Are there coastal wetlands on the site? GRJ/es [:]No
(III) If yes to either (i) or (ii) above, has a delineation been conducted? bpYes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities. C
SUJ-a 4 ten. It A ?- -Loa., r,JC ile (Z
o. Describe existing drinking water supply source.
P. Describe ex����
isystem.
ling storm water management or treatment syste.
/VD1I t°
5. Activities and Impacts
a. Will the project be for commercial, public, or private user (9Commercial
❑PublicJGwemmenl
❑Pdvate/Community
b. Give a brief description ofpurpose, use, and dallyy operations of the project when complete.
$r wall e L. '%ao! 't0 dark nr,d Jt.+.ia Jmat/
13e +s
C. r�b V-'1n'I ('
c. Describe the proposed construction methodology, types of construction equipment to be used during construction,
of equipment and where it Is to be J c +e
the number of each type
-C
stored. e A- C E r w J : n C +,r , c r
v � e r f.-kn
U c_ O'n Y c n. t n r ill
.�]� � -1t EKcaJ 5os
]
1 lanes
`t
ES `er �ltz head �Qer tools c:- b'llc �e c�cP
-c•-�Sir�c +«�_
d. List all development activities you propose.
(y,�Aer t_a[te lro-... V.,..a,. _o N-.]a. G•-_�.. v-A
C. Ste, :_r i1 1i� ti r ale. to if'S
W (omds �Jelets= U-),mil tc S�
e. Are the proposed activitles maintenance of an existing project, new work, o
(�) oti
I. What is the approximate total disturbed land area resulting from the proposed project?
9sq Ft or ❑Acres
H oh
ll the proposed project encroach on any public easement, public accessway or other area Yes ❑No
g. Withat
❑NA
the public has established use oP7
h. Describe location and type of existing and proposed discharges to of the state.
(waters
I. Will wastewater or stonnwater be discharged into a wetland? ❑Yes 'BNo
❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes 5No
DNA
j. Is there any mitigation proposed? Ely,,�No
DNA
If yes, attach a mitigation proposal.
<Fotm continues on back>

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) Me fallowing items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (f) are always applicable to any major development epplketion. Please consult the application
instruction booklet on how to properly prepare the required hems below.
a. A project narrative.
b. An accurate, dated work plat (Including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the she.
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 m proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name MR is. L.• D4ur'; C-le, Ten--Ow+s Phone No.25a 42r< 37$1 t
Address P o P"e K
g + !�RwQrUn VJC ell 6& S
Name M, L 14 W ea �kar r ^5 +A ^ Phone No.
Address Y eU, �a}x q7 b f- a 33 sd 1.
Name `i— Phone No.
Address
g. A list of previous state or federal permits issued for work on the pmlect tract. Include permit numbers, permitiee, and issuing dates.
.1O—qa I531, area I I I sg?
I u 4 Su 1 58u+.I No U 2 F 1 4 4 q
h. Signed consultant or agent authorization form. if applicable.
i. Wetland delineation, if necessary.
1. A signed AEC hazard notice for projects in oceanfront and Inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. I I3A 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 Ad.
7, Cert)flcatfon and Permission to Enter on Land
I understand that any permit issued in response to mis appucauon mu anew onry me ueveiupn ieia uux,mcv rr ro nppnwueu.
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. e�
nere `I — f Z - (L Print Name D Q I I /VIQrN
Signature l / 'e'eK ' l�
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
jgDCM MP-4 Structures Information

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP•t. 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.
Access
after
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
(NLW or
stabilization
NWL)
Length
Width
�U
Avg. Existing
NA
NA
Depth
S-
Final Project
5
Depth
3.
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards. c
6�
c. (1) Does the area to be excavated include coastal wetiandstmarsh
(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 E3&one
(it) Describe the purpose of the excavation in these areas:
MCL n -6er�. � -P— 4 CSU e
❑This section not applicable
of material to be
\,\LCli <
d. High -ground excavation in cubic yards.
A/on B
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
0n 51 t'* y� x 8o
c. (i) Do you claim title to disposal area? d.
Byes ❑No ❑NA
(it) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetiardslmarsh I.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If arty boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SS
OWL StrIOne
(11) Describe the purpose of disposal In these areas:
(i) Will a disposal area be available for future maintenance?
RYes ❑No ❑NA
(ii) If yes, where?
Un5ite
(i) Does the disposal Include any area in the water?
❑Yes ONO ❑NA
(it) If yes, how much water area is affected?
r12. 8pa.; k'ey. h ..�..r r",; .,. -Cd.; ,r :d•r;.rtc*

F01,M D.iCffirl t44>s-2 ' ex a azior^ and I i11, ?aye 2 of 2)
3. SHORELINE STABILIZATION ❑This section not applicable
(ff development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization: b. Length: A_U
Bulkhead ❑Riprap ❑BreakwatedSill ❑Other. _ Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
G / 1 1
e. Type of stabilization material: f. (i) Has them been shoreline erosion during preceding 12
00 D d O t— U I r. y L months?
Oyes eflo DNA
(li) If yes, state amount of erosion and source of erosion amount
information.
,No
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill Riprap_ map re rY\a 4
Breakwater/Sill Other_
i. Source of fill material.
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a. (1) Will fill material be brought to the site? ❑Yes 1;04o ❑NA b. (1) Will fill material be placed in coastal wetlands/marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom ($B), or
li Amount of material to be laced in the water other wetlands (WL)? If any boxes are checked, provide the
() P number of square feet affected.
(ifi) Dimensions of fill area _ ❑CW _ ❑$AV _ ❑SB
(iv) Purpose of fill [9WLI.-OM ❑None
(ii) Describe the/purpose ofPe fill in these areas:
a.
cwnrolled?
Wood er urh' ke
c. (1) Will navig�aational aids be required as a result of the project?
❑Ves Me ❑NA
(ii) If yes, explain what type and how they will be implemented.
c)
Date
Project Name
:5/Y�4L f3aaE IJaSrr�
b. What type of construction equipment wlll be used (e.g., dragline,
backhoe, or hydraulic dredge)?
eP
d. (1) Will wetlands be crossed in transporting equipment to project
site? ❑Ves ❑No [DNA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
ve /AL C ;raw
Ap ism Name
Applicant Signature C --
252:;ei:

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Forth 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/magma:
91commemial ❑PublidGovemment ❑Private/Community
a (i) Dock(s) and/or �ier(s) C 0 e r I ri , d
(11) Number _
(iii) Length ( y a.
IN) Width _6
(v) Floating []Yes PNo
❑This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes *0
d. (i) Are Finger Piers included? ❑Yes VgNo
If yes:
(11) Number _
(iii) Length —
(iv) Width
(v) Floating ❑Yes ❑No
e. (1) Are Platforms included? ❑Yes [_-]No I. (I) Are Boallifts included? []Yes Wo
If yes: If yes:
(4) Number (II) Number —
(iii) Length (iii) Length —
(iv) Width (iv) Width —
(v) Floating ❑Yes ❑No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed h. Check all the types of services to be provided.
0 ❑ Full service, Including travel lift and/or rail, repair or
(it) Number of slips existing maintenance service
❑ Dockage, fuel, and marine supplies
Wockage ('wet slips') only, number of slips:
❑ Dry storage; number of boats: _
[I Boat ramp(s); number of boat ramps: —
❑ Other, please describe:
I. Check the proposed type of sting:
❑ Land cut and access channel
[]Open water; dredging for basin and/or channel
❑Open water; no dredging required
Other, please describe:
— mar, C4 r%a,
fl14Lr1 rLwQ e-KtO-(I +LZ1�
k. Typical boat length: �7-O
m. (1) Will the facility have tie pilings?
[]Yes ®No
(it) If yes number of tie pilings?
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
SKI CCs
I. (1) Will the facility be open to the general public?
❑Yes quo

Z DOCKING FACILITY/MARINA OPERATIONS WWSlis section not applicable
a. Check each of the following sanitary facilities that will be induded 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. (1) Give the location and number of 'No Sewage Discharge' signs proposed.
(ii) Give the location and number of'Pumpoul Available' signs proposed.
I. 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 five -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?

Fart:, CDCAA Ntt'-T {S+:nr.. ar s, Pa9_= S of 41
in. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ❑No
n. Is the marina/docktng facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ❑No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet effected.
❑CW ❑SAV ❑SB
❑WL ❑None
p. Is the proposed marinaldocking facility located within or within dose proximity to any shellfish leases? []Yes ❑No
If yes, give the name and address of the leaseholden(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) @)Phis section not applcable
a. (1) Is the boathouse suucture(s):
❑Commercial ❑Publir/Govemment ❑Private/Community
(it) Number
(lit) Length _
(lv) Width
Note: Roofed areas are calculated from dnpllne dimensions.
4. GROIN (e.g., wood, sheetpile, etc. if a rock groin, use MP-2, Excavation and Fill.) This section not applicable
a. (I) Number _
(It) Length
(lit) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) S/nis 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 9his section not applicable
a. Is the strecture(s):
[]Commercial ❑Public[Govemmerd ❑Private/Community
c. Distance to be placed beyond shoreline _
Note: This should be measured from marsh edge, it present.
e. Am of the swing _
b. Number _
d. Description of buoy (color, inscription, size, anchor, etc.)

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7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
+ l oU '
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
.F:_/
e. (i) Will navigational aids be required as a result of the project?
❑Yes INNo ❑NA -
(if) If yes, explain what type and trove they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
d. Water depth at waterwafd end of structure at NLW or NWL
f 3
18. OTHER ❑This section not applicable
a. Give complete description
to CO' a ucY e21 Con r fc_Ql 4 orNS
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To see all the details that are visible on the
screen, use the "Print' link next to the map.
Driving directions to 644 Landing Rd, Swan Quarter, NC 27885
Washington Square Mall
719 West 15th Street
Washington, NC 27889
[phone] __
1. Head southeast on W 15th St toward Washington St
2. Turn right onto N Market St
3. Turn left onto E 5th St
4. Continue onto US-264 ElJohn Small Ave
Continue to follow US-264 E
5. Keep left at the fork
Continue to follow US-264 E
6. Turn left to stay on US-264 E
I oft
3D
0.7 nri
0.7 mi
0.2 mi
_. _.......__ -.. 8.6 na
20.0 mi
1/2/2013 12:38 PM

7. Turn right onto N Carolina 45 S
........ ..... ___.___._ _.__. 24.4 all
2.2 m
8. Turn right onto Landing Rd
Destination will be on the right
644 Landing Rd
Swan Quarter, NC 27885
0.66
These directions are for planning purposes only. You may find that construction projects, traffic, weather, or other events may
cause conditions to differ from the map results, and you should plan your route accordingly. You must obey all signs or notices
regarding your route.
Map data ©2013 Google
1/2/2013 12:38 PTv
2 of 2

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North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
March 3, 2010
Mr. Don G. Faulkner, Member
Swan Quarter Landing, LLC
490 Faulkner Town Rd.
Henderson, NC 27537
Subject: Approved Temporary Plan Revision
Stormwater Permit No. SW7070412
Swan Quarter Landing
Redevelopment Stormwater Permit
Hyde County
Dear Mr. Faulkner:
On January 26, 2010, the Washington Regional Office received a plan revision for Stonnwater
Management Permit Number SW70070412, Swan Quarter Landing. The revisions include putting the
permitted condo project on temporary hold due to the ongoing economic crisis and to place the historic camp
ground back into operation. It is understood that the temporary civil design proposed for redevelopment will be
achieved by duplicating the footprint of the previous trailer park, old restaurant, motel, crab house and parking
lot that has only recently been removed. There is no increase to the built upon area from the original developed
site that is currently proposed for the new temporary camp ground and once the economy allows, the new
permitted condo project will be developed in accordance with the State Stonnwater Permit issued on May 3,
2007. Notification to the Division is required at such time the new condo project begins. It has been
determined that it formal permit modification is not required for the proposed temporary redevelopment
changes. We are forwarding you an approved copy of the revised plans for your files. Please add the attached
plans to the previously approved plan sheets.
Please be aware that all terms and conditions of the permit issued on May 3, 2007 remain in full force
and effect. Please also understand that the approval of this revision to the approved plans for the subject State
Stormwater Permit is done on a case -by -case basis. Any other changes to this project must be submitted to and
approved through the Division of Water Quality prior to construction. The issuance of this plan revision does
not preclude the permittee from complying with all other applicable statutes, rules, regulations or ordinances
which may have jurisdiction over the proposed activity, and obtaining a permit or approval prior to
construction.
If you have any questions concerning this matter, please do not hesitate to call me at [phone].
Sincerely,
Scott Vinson
Environmental Engineer 11
AH\sv: S:\WQS\STORMWATER\PLANREVISIONS\SW7070412
cc: Hyde County Building Inspections
David Moye, DCM
Washington Regional Office
Central Office
North Carolina Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
An Emml Onnommity 1 AKrmntivc Arbon Fmolover
Internetwvm nmaterquality.org
Phone: [phone] FAX: [phone]
FAX [phone]
One
NotthCarolina
Naturally

1-26-10
SWAN QUARTER LANDING DECEIVED
DWQ NARRATIVE JA Y ^n1
Temporary Plan Revision for Project # SW7070412 6 U
DWQ
The project proposed is located in Hyde County, North Carolina RQ�roaxf�—Auatter
Township. At the end of Landing Road (S.R. 1136) on the site of the old Jarvis —
Restaurant, Motel and Crab house. The total tract acreage is 12.57 acres and contains
4,653 linear feet of shoreline, 109,056.86 square feet of wetlands, 301,363.77 square feet
of AEC. Total area of impact due to proposed construction is 5.0 acres.
Due to the current economic climate, we have put our presently permitted condo project
on hold for the short-term. In order to help ease the financial burden of the previously
incurred expenses, we are proposing a temporary (2 to 4 year) alternative project. With
this project we are proposing a Campground including 35 `long-term lease" camping
sites for Travel Trailers or Recreational Vehicles.
The civil design was achieved by duplicating the footprint of the previous trailer park and
incorporating the impervious footprint of the old restaurant, motel, crab house, and
parking lot for additional campsites. There will be no new impervious area in this
project.
Boat Slips
Approximately 35 currently permitted boat slips will also be constructed at this time as an
amenity for the campground.
We also intend to respect all environmental issues alTecting the site and hope to decrease
buffer impact and slow the erosion factors that present themselves. The project is in the
Tar -Pamlico River Basin and is surrounded by Fodrey Creek Canal and directly off of the
Swan Quarter Bay. Runoff from this project will be controlled during construction by silt
fencing. Vegetation on tract includes natural marsh lands, grassed areas, natural volunteer
weeds, and brush. The site will be enhanced by an over seeding of grass. Adjacent
properties' uses are a Commercial Fishing Dock, Crab Houses, and Marinas.
The property will be using the Swan Quarter Sewer District system for all on -site sewer
needs. Property will be using the Hyde County Public Water System for all on -site water
systems. All utilities will be designed and installed as close to the condo project
specifications as is prudently possible for future use in the condo project.
J)O n r,9L e �v
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FIE GE-1VED
APR 2 0 2007
0W -WAR0
STORMWATER MANAGEMENT
SYSTEM DESIGN
NARRATIVE
SWAN QUARTER LANDING
HYDE COUNTY
SEA' Y
Ralph S. Jarvis, PE, PLS
JARVIS CONSULTING INC
CONSULTING ENGINEERS -PLANNERS -SURVEYORS
223 Respess Street, Washington, North Carolina 27889 Telephone [phone] / Fax [phone]

Narrative
Swan Quarter Landing
The project is located in Swan Quarter in Hyde County. It is on Landing Road at the
former Jarvis Motel, Restaurant and Crab House. The site was filled with excavated
material that created the canal extension of Fodrey Creek. The material is classified as
Udorthents soil type, which is very inconsistent in the profile. Actual soil testing was
performed and the static water level found to be at elevation 1.2'MSL on 1988 NAVD.
The permeability tests concluded the rate of vertical movement of water to be less than
0.52 inches per hour. The surrounding waters are SA and more restrictive on allowed
discharges than other water classifications.
The design provides for the collection and treatment of the first flush 1.5 inches rainfall
and is contained entirely outside the Tar -Pamlico buffer zones. It should be noted that
the site has been substantially impervious from a former use. All impervious areas except
the driveway area to the boat ramp will be removed. The chart of impacts is as follows:
- Total existing impervious area within the construction zone: 1.69 ac
- Total existing impervious area within the Tar -Pamlico buffer: 0.62 ac
- Total proposed impervious area within the construction zone: 1.14 ac
- Total proposed impervious area within the Tar -Pamlico Buffer Zone: 0.17 ac
There will be a substantial reduction in the impervious areas on the site. Fill material will
be placed in the building pad and parking lot areas. There will be seven collection
centers that has surface storage sub -surface, stone storage, sand filter drip system, pipe
allocation to provide the five day drawdown rate and provide diffuse flow over the
surface of the buffer zone.
The primary infiltration area has been designed to accommodate the total required
sediment volume to be filtered through sod, six inches minimum of sand, non -woven
fabric which will filter particle sizes of 0.074 mm, storage stone. The filtered water will
pass through pipes into another stone storage area also in fabric. The 12' x 12' stone and
secondary sand filter will polish the discharge. The sand filter is 1'-0" deep and has a
stone void area and pipe to discharge the water to the buffer area. The recommended
sand gradation for the filter is 0.35 — 0.5 mm which is much less efficient than the filter
fabric which filters the water twice following the first sand filter in the primary area. The
storage computations checked the required 1.5 inches storage and the BMP sand filter
requirements at 810 CF storage and 540 SF surface area. The actual provided design
exceeds the minimum requirements. The total of the infiltrator basin sand of 6inches and
the sand filter of 12 inches is 18 inches. The discharge pipe at the edge of the buffer is 40
LF each way of the supply pipe with four holes of different sizes to control the rate of
release and provide for diffuse flow across the surface of the buffer.

Over flow flumes are provided at each of the seven areas which will provide diffuse flow
into the buffer zones. There will be no impervious areas remaining or proposed in the
Zone I.
The primary filter area will contain all sediment. In the event infiltration slows to a
problem period, the sod may be removed and replaced and the system is totally restored.
No access to the secondary sand filter is necessary.

EROSION AND SEDIMENTATION
CONTROL
NARRATIVE
SWAN QUARTER LANDING
APR 2 0 2007
j�Nf C2-WARO
HYDE COUNTY
ME
Ralph S. Jarvis, PE, PLS
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JARVIS CONSULTING INC
CONSULTING ENGINEERS -PLANNERS -SURVEYORS
223 Respess Street, Washington, North Carolina 27889 Telephone [phone] / Fax [phone]

EROSION AND SEDIMENTATION CONTROL
A. DESCRIPTION OF PROJECT
Location of Project
The property is located in Swan Quarter on Landing Road adjacent to Fodrey Creek.
Type of Development
The project is planned to be a 45 unit condominium complex in five buildings. Parking will be below
the living floors in an unenclosed garage.
Earth Disturbing Activities:
The site has been used for a motel, restaurant, trailer park and crab house and is substantially
impervious. The majority of the impervious surfaces will be removed and placed back to grade with
clean sand from a contractor's pit near Swan Quarter. The site will be cleaned up, concrete removed,
devices installed and filled and graded.
Existing Drainage Patterns:
The property currently drains directly into the canals surrounding most of the site. There are no
existing point source drainage structures.
Proposed Drainage Patterns:
The proposed drainage will be collected upland of the buffers from all impervious surfaces, detained,
treated and released for surface diffuse flow across the buffer zones.
Construction Sequence:
The plan calls for multiple sediment basins connected by diversion swales. The exact phasing is not
known but some basins may be combined. The basin size specified is for the largest basin allowed on
site. Centipede sod will be placed in critical areas and seeded on non -erosive surfaces/
B. EROSION AND SEDIMENTATION CONTROL MEASURES
A copy of the latest approved soil erosion and control plan must be on file at the job site. Timely
and proper attention shall be required for prevention of offsite erosion and sedimentation. Various
levels of erosion control are proposed in the plan. If it becomes evident that additional erosion and
sedimentation control measures are needed they shall be installed immediately. A temporary
cover sufficient to restrain erosion must be provided within 21 calendar days of completion of any
phase of grading. A permanent ground cover, sufficient to restrain erosion, must be provided
within the shorter of 30 working or 120 calendar days after completion of the construction or
development.
2. A buffer zone, sufficient to restrain sedimentation, must be maintained between the land -
disturbing activity any adjacent property or watercourses. Maintain / Do Not Disturb existing
vegetative cover in areas of no construction.
3. Install a gravel construction pad at the construction entrance, as noted on the plans. The pad will
be a minimum of 50 ft long, 20 ft. wide and 6" deep of washed #57 stone.

4. All disturbed areas will be seeded within 21 days following construction in accordance with the
seeding schedule as shown on the plans.
Rye grass is not to be used as ground cover.
C. TIME SEQUENCE OF OPERATIONS
Construction sequence is as noted on the sedimentation and erosion control plan sheet.
Construction is planned to begin May 2007.

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
1. Project Name Swan Quarter Landing
2. Location of land -disturbing activity: County Hyde City or Township Swan Quarter
Highway/Street—Landing Road_ Latitude 35°24'25" Longitude 76°20'08"
3. Approximate date land -disturbing activity will commence: May 2007
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Residential
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 8 acres
6. Amount of fee enclosed: $400.00 . The application fee of $50.00 per acre (rounded up
to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $450).
7. Has an erosion and sediment control plan been filed? Yes_X_ No Enclosed
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Sam Jarvis E-mail Address [e-mail]
Telephone [phone] Cell # Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Swan Quarter Landing, LLC
Name
P O Box 1322
Current Mailing Address
Henderson, North Carolina 27536
City State
252-438-0482 919-719-1819
Telephone Fax Number
490 Faulkner Road
Current Street Address
Henderson, North Carolina 27536
Zip City State Zip
10. Deed Book No. 224 Page No. 540 Provide a copy of the most current deed.
Part B.
Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Don G Faulkner
Name
P O Box 1322
Current Mailing Address
Henderson. North Carolina 27537
City State
Telephone [phone]
dfaulkner(g)coleieneststone.com
E-mail Address
490Faulkner Town Road
Current Street Address
Henderson, North Carolina 27537
Zip City State
Fax Number 919-719-1819
Zip

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name
Current Mailing Address
E-mail Address
Current Street Address
State Zip City
Fax Num
State Zip
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
Current Mailing Address
City State Zip
E-mail Address
Current Street Address
City
Fax Num
State Zip
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there by any change in the information provided herein.
Don G Faulkner Member
T or print name Title or Authority
0 April 19,2007
Signature Date
I, l)4rcLi) a Notary Public of the County of '&n u. �o rt
State of North Carolina, hereby certify that appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my h�p6widrnpAprial seal,
,%% S. BR4
m :Sealy
CO
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"rrrr"110WO
this 6L day of r i I , 20Qr
A 1A .d & c(dtj
Notary
My commission expires la - IDS - 10

Davis & Davis
Attornep at Law
GEORGE T. DAVIS 11909n9791
GEO THOMAS DAVIS, JR.
9
POST OFFICE BOX 277
SWAN OUARTCR, NORTH OAROLIHA27665
TELEPHONE [phone]
FACSIMILE IE52s 526-3A61
,;2, (W -7 `f w / drkj�
aA
APR 2 0 2007
CG11 L,1G �cp:GI
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T
DAVIS & DAVIS
ATTORNEYS AT LAW
SWAN QUARTER, N.C.
Issued Fob 22 2007
FILED in Nyydo Caunty, NC
!2, ,� on e2 20are�7 at 1Qi2,'Sl AM
North"c�Iina County 800K for P GEooii/ua590
teal estate excite Tax
NORTH CAROLINA
HYDECOUNTY
THIS DEED made this the 17"' day of January, 2007, from RALPH E. JARVIS
and wife, SOPHIA T. JARVIS, of the County of Hyde, State of North Carolina, parties of the
first part, to SWAN QUARTER LANDING, LLC, a limited liability company organized and
existing under and by virtue of the laws of the State of North Carolina of 301 South MCDowlt
Street, Charlotte, North Carolina 28204, party of the second part, WITNESSETH;
THAT SAID PARTIES of the first part for ten dollars ($10.00) and other valuable
consideration to them in hand paid by the party of the second part, the receipt of which is hereby
acknowledged, have bargained and sold, and by these presents, do grant, bargain, sell, and
convey unto the party of the second part, its successors and assigns, that certain parcel of land
located in the Village of Swan Quarter in Swan Quarter Township, Hyde County, North
Carolina, which is more particularly described as follows:
BEGINNING AT A POINT evidenced by an iron pipe set in the ground
and in the northwest comer of that parcel of land shown on a map entitled,
"Property of Thomas Edison Brickhouse...", prepared by Aubrey Wayne
Gibbs, RLS, under date of February I, 1974, a copy of which is of record
in the Office of the Register of Deeds of Hyde County, North Carolina, in
Book 96 at page 384; running thence North 81 degrees 55 minutes 06
seconds East, along the north line of the lands shown on said map, 27.93
feet to a point; running thence North 09 degrees 50 minutes 32 seconds
West, 2.13 feet to a point; running thence North 81 degrees 16 minutes 53
seconds East, 170.82 feet to a point; running thence South 12 degrees 13
minutes 00 seconds East, 4.04 feet to a point; running thence North 81
degrees 55 minutes 06 seconds East, 42.84 feet to a point in the southwest
line of the old Mattamuskeet Railroad bed right of way; running thence
North 43 degrees 04 minutes 54 seconds West, 200.00 feet to a point
evidenced by a piece of rebar set in the ground; running thence North 34
degrees 04 minutes 54 seconds West, continuing along said line of said
railroad bed right of way, 552.00 feet to a point evidenced by another piece
S,2'd SELL bL6 2S2:01 :Wojd 82:2i

DAVIS & DAVIS
♦T ORNBV5.,11.W
SW.N Ou.R,m., N.C.
BOOK 224 PAGE 541
of rebar set in the ground; running thence South 53 degrees 36 minute 41
seconds West, 41.54 feet to a point; running thence in a generally west
direction and then in a southwest direction, and then in a south direction,
along the top of the north, northwest, and west bank of a canal, on the
courses and for the distances as follow: North 81 degrees 49 minutes 25
seconds West, 64.64 feet to a point; South 63 degrees 55 minutes 25
seconds West, 103.01 feet to a point; South 47 degrees 57 minutes 02
seconds West, 53.27 feet to a point; South 16 degrees 33 minutes 34
seconds West, 120.78 feet to a point; South 24 degrees 37 minutes 37
seconds East, 72.49 feet to a point; and South 17 degrees 47 minutes 28
seconds East, 100.81 feet to a point in the top of the bank of the north side
of the aforementioned canal; running thence South 76 degrees 49 minutes
06 seconds West, along the top of the bank of the north side of said canal
and beyond the end of the same, 949.71 feet to a point; running thence
South 19 degrees 26 minutes 21 seconds West, 93.09 feet to a point;
running thence South 24 degrees 09 minutes 27 seconds East, 19.28 feet to
a point (herein referred to as "Point A"); running thence in a southwest
direction, along the southeast edge of Fodry Creek, and with the meanders
thereof, to a point (herein referred to as "Point B") situated 120.61 feet on
a course of South 65 degrees 52 minutes 19 seconds West from "Point A';
continuing thence in a southwest direction, along the southeast edge of
Fodry Creek, and with the meanders thereof, to a point (herein referred to
as "Point C") which is situated 112.15 feet on a course of South 51
degrees 12 minutes 06 seconds West from "Point B"; continuing thence in
a southwest direction, along the southeast edge of Fodry Creek, and with
the meanders thereof, to a point which is situated 181.56 feet on a course
of South 64 degrees 31 minutes 05 seconds West from "Point C; running
thence North 82 degrees 21 minutes 37 seconds East, 379.72 feet to a
point; running thence North 81 degrees 25 minutes 06 seconds East,
160.00 feet to a point; running thence North 75 degrees 19 minutes 28
seconds East, 119.95 feet to a point; running thence North 81 degrees 55
minutes 06 seconds East, along the south line of the lands shown on a map
entitled, "Plan ojLand Mapped For Ralph E. Jarvis ...", prepared by W.
B. Duke, R l,S, under date of December 16, 1969, a copy of which is of
record in the Office of the Register of Deeds of Hyde County, North
Carolina, in Book 89 at page 307, 692.64 feet, to a point; running thence
North 15 degrees 51 minutes 06 seconds West, It 8.07 feet to a point;
running thence North 78 degrees 40 minutes 56 seconds East, 50.84 feet to
a point evidenced by a piece of rebar set in the ground; running thence
South 46 degrees 09 minutes 43 seconds East, 70.00 feet to a point;
running thence South 66 degrees 41 minutes 13 seconds East, 22.57 feet to
a point; running thence North 87 degrees 22 minutes 36 seconds East,
50.19 feet to a point; running thence North 75 degrees 27 minutes 01
second East, 98.80 feet to a point evidenced by a piece of rebar set in the
ground; continuing thence North 75 degrees 27 minutes 01 second East,
S/Ud" S621 t�L6 2S2:Oi :woad 82:25

parcel of land:
BOOK 224 PAGE 542
72.20 feet to a point (herein referred to as "Point D") evidenced by another
piece of rebar set in the ground; running thence South 76 degrees 10
minutes I I seconds East, 65.73 feet to a point evidenced by another piece
of rebar set in the ground; running thence South 17 degrees 56 minutes 04
seconds East, 43.60 feet, to the point of beginning.
TOGETHER WITH an easement or rights of way across the following described
BEGINNING AT Point D, referred to above; running thence South 76
degrees 10 minutes I l seconds East, along one of the south lines of the
parcel of land described above, 4.46 feet to a point; running thence South
41 degrees 32 minutes 02 seconds West, 28.44 feet to a point; running
thence South 04 degrees 16 minutes 36 seconds East, 76.09 feet to a point;
running thence South 59 degrees 22 minutes 40 seconds East, 24.60 feet to
a point in the northwest line of the right of way of NCSR # 1136, better
known as the Swan Quarter Landing Road; running thence South 65
degrees 31 minutes 17 seconds West, along the north line of said road,
65.70 feet to a point; running thence North 36 degrees 52 minutes 26
seconds East, 20.48 feet to a point; running thence North 04 degrees 16
minutes 36 seconds West, 83.58 feet to a point; running thence North 54
degrees 44 minutes 41 seconds West, 34.86 feet to a point in one of the
south lines of the above described parcel of land; running thence North 75
degrees 27 minutes 01 second East, 72.20 feet to the point of beginning.
THIS EASEMENT IS to be used in as a means of ingress, egress, and regress for
men, equipment, vehicles, and utility lines passing between N.C.S.R. #1136, and the parcel of
land described above and the lands of the parties of the first part or one of them lying adjacent to
and south of the parcel of land described above. In that regard, the party of the second part shall
have the right to demolish the improvements sitting within said easement, including the portion
of said improvements that lay outside of the boundaries of said easement, and to construct such
roadway or driveway on said premises as it in its discretion shall determine.
THIS CONVEYANCE is made subject to the following:
The 2007 and subsequent years' taxes and assessments assessed and to be
assessed against said lands by Hyde County;
2. Such easements as may be outstanding across said lands for utility lines
and public roads;
3. Such rights as the owners of other lands have to drain through and
maintain any ditches that bound or cross said premises; and,
DAVIS & DAVIS
ATTORNEYS AT LAW
SWAN QUARTER. N.Q.
c.b',t`I G6LL 171L6 2S2:0i ;wOJJ 62:21 L002-22

DAVIS & DAVIS
ATTORNEYS AT UW
SWAN OUARTER,N.C.
BOOK 224 PAGE 543
4. Such rights as others have in the waters and bottom of Fodry Creek and
the ditches and canals that flow into it.
TO HAVE AND TO HOLD the above described parcel of land, together with all
improvements thereon and appurtenances thereto, unto it, the said party of the second part, its
successors and assigns to its only use and behoof, in fee simple absolute forever.
AND THE SAID parties of the first part, do for themselves, their executors,
administrators, and heirs, covenant to and with the party of the second part, its successors and
assigns, that they are seized of said premises in fee and have a right to convey the same in fee
simple, that the same are free and clear of all liens and encumbrances, except as set out above,
and that they will forever warrant and defend the title to the same against all other lawful claims.
IN TESTIMONY WHEREOF, the parties of the first part have hereunto set their
hands, the day and year first above written.
Ralph E. Jarvis
Sophia . Jarvis
NORTH CAROLINA
HYDE COUNTY
1, George Thomas Davis, Jr., a notary public of the County of Hyde, State of
North Carolina, certify that the following persons personally appeared before me this day,
acknowledging that they voluntarily signed the foregoing document for the purpose stated therein
and in the capacity indicated: Ralph E. Jarvis and Sophia T. Jarvis for themselves.:
This the 17" day of January, 2007.
Notary Public (Siiggn/—attuu/rre)
Notary Public (Printed Name)
Q-i-C-)5
Date Commission Expires
C ..Documcnu and Scumgd.Tom fAdiMy Uucummfe'.Ucufe`.HE8.5q�SQLI1cW't). upd
JCS. J.. ..
O* U•
7
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S/S'd " S641 hL6 2S2:01 :Wojd 0£:2T

'from: Washington, NC to: Swan Quarter, North Carolina - Google Maps htip://maps.google.com/maps'If=d&saddr=Washington,+NC&daddr...
4 Washington, NC
Overview
Drive: 53.3 mi (about 1 hour 22 mins)
1. Head northeast on US-17 toward W 2nd St
0.3 mi
ro
42 Turn right at W R Bill Roberson Jr Hwy/US-264
20.9 mi
31 mins
43. Turn right at Seed Tick Neck Rd
3.0 mi
8 mins
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+- 4. Turn left at NC-99
2.6 mi
..
4 mins
5. Continue on US-264-BYP
2.3 mi
O2007 Google Map date 02007 NAVTEC
4 mins
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22.1 mi
start
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2.1 mi
r
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North Carolina
These directions are for planning purposes only. You may find that construction projects,
traffic, or other
,
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ba
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2 of 2 5/t/2007 12:35 PM

from: Washington, NC to: Swan Quarter, North Carolina - Google Maps htip://maps.google.com/maps?f=d&mddr—Washington,+NC&daddr-
GologlL Start Washington, NC
End Swan Duarter
is%cFs North Carolina
Travel 63.3 mi (about t hour 22 mins)
2'01
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Swan Quarter Landing Additional Information Request
Subject: Swan Quarter Landing Additional information Request
From: Scott Vinson <Scott. Vinson@ncmail. net>
Date: Tue, 01 May 2007 16:49: l2 -0400
To: Sam Jarvis <[e-mail]>
Sam,
could you review the Sediment Chamber Dimensions 6 Sand Filter Dimensions given
on page 1 of 4 of the supplement forms for all 7 of the drainage areas? There seems
to be some discrepancies in the dimension calculations. For example: Drainage Area
#2
has listed under Sediment Chamber Dimensions; Surface Area Provided 65ft. x 12ft.
= 1124 sq.ft.
where as 65xl2=780. Please verify that the supplement forms, calculations, and
plans
all correspond with each other and submit revised copies as needed. Could you
please
have this information to me by Friday, May 4, 2007, or have a written request
submitted for
additional time by May 4. Thank you,
Scott Vinson
of 1 5/1/2007 4:54 PM

Apr 19 07 01:47p Jarvis Associates 1252)974-7795 p.1
Letter of Authorization
April 19, 2007
Permission is granted by this letter of authorization to Swan Quarter Landing, LLC to use
approximately (300) square feet the property of Ralph Jarvis recorded in DB 95, Pg 221
Hyde County Registry. Said property is to be used as a landscaped dry pond infiltration
basin to avoid an encroachment into the Tar -Pamlico Riparian Buffer Zone I1 at the
drainage area designated Drainage Area (DA) 7 on grading and storm water management
plans prepared by Jarvis Consultants, Inc, dated April 18, 2007.
Ralph Jarvis
Notary Cert.
NORTH CAROLINA
HYDE COUNTY
11
I', Karen K, Stotesberry, a Notary Publ*;c of_tFie.County of
Hyde, State of North Carolina,, do heretiy certify that Ralph_E, Jarvis
personally appeared before me this -day -and acknowledged the due execution
of the foregoing for the purposes therein expressed.
April, 2007. Witness my hand and no seal, this the 19th day of
Notary Public signature
KAREN K. STOTESBERRY
Notary Public printed name
My commission expires:
12-31-09
APR 2 0 2007

North Carolina Secretary of State
http://www.secretary.state. nc. us/corporations/Corp.aspx?Pitemld=...
CORPORATIONS
It;C 6ii 10Me ICi .
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARYOFSTATE
Corporations Home
Search By Corporate Name
Search For New Corporation
Search By Registered Agent
Important Notice
Corporations FAQ
Tobacco Manufacturers
Dissolution Reports
Non -Profit Reports
Verify Certification
Online Annual Reports
LINKS & LEGISLATION
ICBBE B2B Annual Reports
SOSID Number Correction
2001 Bill Summaries
1999 Senate Bills
Annual Reports 1997
Corporations 1997
Register for E-Procurement
Dept. of Revenue
PO Box 29622 Ralegh, NC 27626-0622 [phone]
Date: 4/20/2007
Click here to:
View Document Filings I
%Print apre-populated Annual Report
Form I Annual Report Count I File an Annual
Report I
Corporation Names
Name Name Type
NC Swan Quarter Legal
Landing, LLC
Limited Liability Company Information
SOSID:
0871353
Status:
Current -Active
Date Formed:
10/9/2006
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
ONLINE ORDERS Agent Name: Jenkins, Patrick
Registered 301 S. McDowell Street,
Start An Order Office Address: Suite 410
New Payment Procedures Charlotte NC 28204
Registered 301 S. McDowell Street,
CONTACT us Mailing Address: Suite 410
Charlotte NC 28204
Corporations Division Principal Office
Secretary of State's web site No Address
Address:
TOOLS Principal Mailing No Address
Address:
Secretary of State Home
Printable Page
1 of 2 4/20/2007 3:57 PM

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(l�itlb.. , r,F
„'c4j.' �,RI Q)P�•: Ji'^.'..C�JY/v( (`I"!� �:qtJ ��?i 7t1 [ Yi':'!'u•'ASf� � 6L'fi:• f.06f':: ilifL". :.{;ti i,'79E11.'d`ry71'it(}1�:� '

pEPnRTAr� �
py. LIMITED LIABILITY COMPANY
f' ANNUAL REPORT
NAME OP LIMPIT-D LIABILITY COMPANY: Swan Quarter Landing, 1,C
SECRETARY OF STATE R.L.L.P. ID NUMBER: 0871353
NATURE OP BUSINI?SS:
1-606-8075740
STATE OF INCORPORATION: NC
REGISTERED AGENT: Jenkins, Patrick
RI'GIS'1'ERED OFFICE MAILING ADDRESS: 301 S. AcDowell Street, Suite 410
Charlotte, NC 28204
REGISTIRED OhIrICE S'I'REE'C ADDRESS: 301 S. McDowell Street, Suite 410
Charlotte, NC 28204 Mecklenburg County
SIGNATURE OF TI-]li; NEW REGISTERED AGENT:
PRINCIPAL OFFICE TELEPI-IONF. NUM13EIZ:
PRINCIPAL OFFICE MAILING ADDRESS:
PRINCIPAL OFFICE S'PREET ADDRESS:
MANAGI?RS/Nff:MBI.? IZ S/ORGAN IZI:RS
SIGNATURE CONSTITUTES CONSENTTO THE APPOINTMENT
APR 2 0 2007
F) VVQAtVAR®
Name:
Name:
Name:
Title:
Title:
Title:
Address:
Address:
Address:
City:
City:
City:
State: Zip:
State: Zip:
suite: Zip:
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED 13Y ALL LIMI'I*I D LIABILITY COMPANIES
FORM MUST 1317 SIGNED BY A MANAGER/MEMBER
DATE
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT I1313: S200 MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

RE: SQL
Subject: RE: SQL
From: "Pat Jenkins" <[e-mail]>
Date: Thu, 19 Apr 2007 14:18:08 -0400
To: "ColeJenest & Stone - Donald G. Faulkner, Jr." <[e-mail]>
CC: <[e-mail]>, <David. Moye@ncmail. net>, <i'[e-mail]>,
<sarn [e-mail]>
Gentlemen:
I am counsel for Swan Quarter Landing, LLC as well as its registered agent. The controlling member of Swan
Quarter Landing, LLC is Faulkner CJS, LLC. In the Swan Quarter Landing. LLC Operating Agreement,
Donald G. Faulkner is expressly designated as the authorized member to bind Faulkner CJS, LLC in all Swan
Quarter matters and therefore is authorized to sign the CAMA permit on behalf of Swan Quarter Landing,
LLC.
Please let me know if you need any further information.
Patrick Jenkins
T. Patrick Jenkins
Sellers, Hinshaw, Ayers, Dortch & Lyons, P.A.
301 S. McDowell St., Suite 410
Charlotte, NC 28204-2686
Phone: [phone] (Est. 108)
Fax: [phone]
email: t Picnki nsnsel lot shi ushmv.coni
Visit our websitc ahvwtv.scllcrshinshuw.coln
IRS CIRCULAR 230 N07/CF. To ensure compliance with requirements imposed by the IH$ we inJbrm you that any U.S. federal tax advice contained in thti
communication (or in any attachment) a not intended or written to be used and camat be used. Jor the purpose of (i) avoiding penalties under the Internal Re,vemre
Code or (d) prrmoting. marketing or recommending to another party any transaction or matter addressed in this communication (or in am, attachment).
PRIVII.F.OF.D AND CONFIDENTIAL: This electronic message and any attachments are confidential property of the sender. Themlormanon v intended only for the
su'e rf the person to whom it was addressed Any other interception, copying, accessing, or disclaswe ofthu message is prohibited. The sender takes o0
respon,obilityfnr any "authorized reliance on this message. Ifyou have received this message in error, please immediately for fy the sender andpurge the message
mi received. Do not forward this message without permission.
-----Original Message -----
From: ColeJenest & Stone - Donald G. Faulkner, Jr. [mai Ito: dfa [e-mail]]
Sent: Thursday, April 19, 2007 1:30 PM
To: Pat Jenkins
Cc: Scott.Vinson@ncmail. net; David.Moye@ncmail. net, Terry.Moore@ncmail. net;
[e-mail]
Subject: SQL
Pat,
Can you send an email to the above addressees saying I am an authorized signing member of Swan
Quarter Landing,LLC. They looked up the Sec of State Corp. website and you are listed as the
registered agent. They need to have verification that I can sign the CAMA permit.
Thanks,
Don
1 of 2 4/20/2007 3:39 PM

SQL
RE: SQL
Subject: SQL
From: "ColeJenest & Stone - Donald G. Faulkner, Jr." <[e-mail]>
Date: l A5f 2Mr15S025 -0400
To:4a er dbfk>
CC: <OwrtaYiawm@ ma,t8 [e-mail]>, <Terry. Moore@ncmail. net>,
<sam. Phone 2ttkglj�27601
0982
Pat, Fax [phone]
Can yoou end -an email tb the above addressees saying I am an authorized signing member of Swan Quarter
Landing,LLC. They looked up the Sec of State Corp. website and you are listed as the registered agent.
They need to have verification that I can sign the CAMA permit.
Thanks,
Don
Donald G. Faulkner, Jr.
Partner
FAULKNERICJS, PA
121 Fayetteville Street, Suite 112
Raleigh, North Carolina 27601
Phone [phone]
Fax [phone]
www. swanguarterlanding.com
12 P6? 1 4NaCAW I IPA 411%

FW"SQL
Subject: FW: SQL
From: "Sam Jarvis" <sam [e-mail]>
Date: Thu, 19 Apr 2007 14:28:02 -0400
To: "Lyn Hardison" <Lyn.Hardison a ncmail.nel>
APR 2 0 2001
-----Original Message -----
From: Pat Jenkins [maiIto: tpjenkins a sellershinshaw.com]
Sent: Thursday, April 19, 2007 2:18 PM
To: ColeJenest & Stone - Donald G. Faulkner, Jr.
Cc: Scott. Vinson@ ncmail.net; David. Moye@ncmai l.net; Terry. Moore a ncmai1.net; [e-mail]
Subject: RE: SQL
Gentlemen:
1 am counsel for Swan Quarter Landing, LLC as well as its registered agent. The controlling member of Swan
Quarter Landing, LLC is Faulkner CJS, LLC. In the Swan Quarter Landing, LLC Operating Agreement, Donald G.
Faulkner is expressly designated as the authorized member to bind Faulkner CJS, LLC in all Swan Quarter matters
and therefore is authorized to sign the CAMA permit on behalf of Swan Quarter Landing, LLC.
Please let me know if you need any further information.
Patrick Jenkins
T. Patrick Jenkins
Sellers, Hinshaw, Ayers, Dortch & Lyons, P.A.
301 S. McDowell St., Suite 410
Charlotte , NC 28204-2686
Phone: [phone] (Ext. 108)
Fax: [phone]
email tpjenkins ti sellershinshaw.com
Visit our website at www.sellershinshaw.com
IRS CIRCULAR 230 NOTICE: To ensure compliance with requirements imposed by the IRS, we inform you that any
U.S. federal tax advice contained in this communication (or in any attachment) is not intended or written to be used,
and cannot be used, for the purpose of (i) avoiding penalties under the Internal Revenue Code or (ii) promoting,
marketing or recommending to another party any transaction or matter addressed in this communication (or in any
attachment).
PRIVILEGED AND CONFIDENTIAL: This electronic message and any attachments are confidential property of
the sender. The information is intended only for the use of the person to whom it was addressed. Any other
interception, copying, accessing, or disclosure of this message is prohibited. The sender takes no responsibilityfor
I of 2 . 4/19/2007 5:48 PM

Fw�SQL
any unauthorized reliance on this message. Ifyou have received this message in error, please immediately note
the sender and purge the message you received. Do not forward this message without permission.
-----Original Message -----
From: ColeJenest & Stone - Donald G. Faulkner, Jr.[mailto:[e-mail]]
Sent: Thursday, April 19, 2007 1:30 PM
To: Pat Jenkins
Cc: Scott.Vinson a ncmail.net; David.Moye a ncmail.net;'I'[e-mail],
[e-mail]
carthlink.net
Subject: SQL
Pat,
Can you send an email to the above addressees saying I am an authorized signing member of Swan
Quarter Landing,LLC. They looked up the Sec of State Corp. website and you are listed as the
registered agent. They need to have verification that I can sign the CAMA permit.
Thanks,
Don
Donald G. Faulkner, Jr.
Partner
FAULKNGR/C.JS, PA
121 Fayetteville Street, Suite 112
Raleigh, North Carolina 27601
Phone [phone]
Fax [phone]
wwcv.swanquarterlanding.coun
2 of 2 4/19/2007 5:48 PM

e��
NCDENR
North Carolina Department of Environment and Natural Resources
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s). Fax or email this completed form along with a narrative
and vicinity map of the project location to the appropriate One -Stop Coordinator:
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(a,ncmail.net
• Mooresville & Asheville Region -Patrick Grogan 704-663-3772 or patrick.grogan(a)ncmad.' et.G E E
• Washington Region -Lyn Hardison 252-946-9215 or Iyn.hardisonno,ncmail.net
• Wilmington Region -Cameron Weaver 910-350-2004 or [e-mail] APR 2 0 2007
Project application received after 12 noon will be stamped in the following work day.
APPLICANT Name Don Faulkner [AMM yon
Company Swan Quarter Landing LLC Address PO Box 1322 City/State Henderson, INC Zip 27537
Phone [phone] Fax Email
PROJECT SYSTEM(S) TRIBUTARY TO Fodrey Creek SURFACE WATER CLASSIFICATION SA
PROJECT Name Swan Quarter Landing County Hyde
PROJECT LOCATION (ADDRESS) Swan Quarter Landing Road
ENGINEER/CONSULTANT - Sam Jarvis
Company Jarvis Consulting
Address 223 Respess Street City/StateWashington, NC Zip 27889
Phone [phone] Fax [phone] Email
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑Yes ❑ No
❑ STREAM ORIGIN Determination: of Stream calls; Stream Name
® STORMWATER []Low Density ❑ High Density -Detention Pond High Density -Other
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
WETLANDS MUST BE ADDRESSED BELOW
® COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ® Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ LAND QUALITY ❑ Erosion and Sedimentation Control Plan with _acres to be disturbed.(CK # (for DENR use))
® WETLANDS (401): Check all that apply Isolated wetland on Property ❑ Yes ❑ No
Wetlands on Site ❑ Yes ❑ No / Buffer Impacts: ❑ No ❑ YES: acre(s)
Wetlands Delineation has been completed: ❑ Yes ❑ No / Minor Variance : ❑ No ® YES
Major General Variance ❑ No ❑ YES
US ACOE Approval of Delineation completed: ❑ Yes ❑ No 401 Application required: ❑Yes ❑ No If YES, ❑ Regular
404 Application in Process w/ US ACOE: ❑ Yes ❑ No / Permit Received from US ACOE ❑ Yes ❑ No
Perennial, Blue line stream, etc on site ❑ yes ❑ No
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application fee, to be
charged for subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
Fee Split for multiple permits: (Check # 4995 ) Total Fee Amount $ $4000 (Out of $440ON
SUBMITTAL
DATES
Fee
SUBMITTAL DATES
Fee
CAMA
4/20/07
1 $1750
1 Variance ❑ Ma'; ❑ Min
4/20/07 /
$500
SW D; ❑ LID)
4/20/07
1 $1750
401:
LQS
Stream Deter,_
/
LQ roLk:�n.tit CA -cc-
[ (6,02 'E354CCO24 -'735

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or. print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
1. Project Name Swan Quarter Landing
2. Location of land -disturbing activity: County Hyde City or Township Swan Quarter
Highway/Street—Landing Road_ Latitude 35'24'25" Longitude 76"20'08"
3. Approximate date land -disturbing activity will commence: May 2007
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Residential
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 8 acres
6. Amount of fee enclosed: $400.00 . The application fee of $50.00 per acre (rounded up
to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $450).
7. Has an erosion and sediment control plan been filed? Yes_X_ No Enclosed
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Sam Jarvis E-mail Address [e-mail]
Telephone [phone] Cell # Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Swan Quarter Landing, LLC 252438-0482 919-719-1819
Name Telephone Fax Number
P O Box 1322 490 Faulkner Road
Current Mailing Address Current Street Address
Henderson, North Carolina 27536 Henderson. North Carolina 27536
City State Zip City State Zip
10. Deed Book No. 224 Page No. 540 Provide a copy of the most current deed.
Part B.
Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Don G Faulkner
Name
P O Box 1322
Current Mailing Address
Henderson. North Carolina 27537
City State
Telephone [phone]
dfaulknerna coleieneststone.com
E-mail Address
490Faulkner Town Road
Current Street Address
Henderson, North Carolina 27537
Zip City State
Fax Number 919-719-1819
Zip

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Telephone Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there by any change in the information provided herein.
Don G Faulkner Member
T or print name Title or Authority
April 19,2007
Signature Date
I, &aAdd� a Notary Public of the County of AmauZ't
State of North Carolina, hereby certify that J�)a Cr. FaLA Rlop- appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my hanr'M4drrtotarial seal,
r .
this day of
14m A aadr
Notary
20 01
My commission expires I'a • 1,5 - to

EROSION AND SEDIMENTATION
CONTROL
NARRATIVE MA( 0 s 2007
SWAN QUARTER
APR 9 1 200I L
HYDE COUNTY
LWASHINVD UALIIVSECTIpN
N REGIOPOL OFFICE
By 7 q;
aSeAk.,t''`L:1:., {
rr
Ralph S. Jarvis, PE, PLS �
"Go
JARVIS CONSULTING INC
CONSULTING ENGINEERS -PLANNERS -SURVEYORS
223 Respess Street, Washington, North Carolina 27889 Telephone [phone] / Fax [phone]

EROSION AND SEDIMENTATION CONTROL
A. DESCRIPTION OF PROJECT
Location of Project
The property is located in Swan Quarter on Landing Road adjacent to Fodrey Creek.
Type of Development
The project is planned to be a 45 unit condominium complex in five buildings. Parking will be below
the living floors in an unenclosed garage.
Earth Disturbing Activities:
The site has been used for a motel, restaurant, trailer park and crab house and is substantially
impervious. The majority of the impervious surfaces will be removed and placed back to grade with
clean sand from a contractor's pit near Swan Quarter. The site will be cleaned up, concrete removed,
devices installed and filled and graded.
Existing Drainage Patterns:
The property currently drains directly into the canals surrounding most of the site. There are no
existing point source drainage structures.
Proposed Drainage Patterns:
The proposed drainage will be collected upland of the buffers from all impervious surfaces, detained,
treated and released for surface diffuse flow across the buffer zones.
Construction Sequence:
The plan calls for multiple sediment basins connected by diversion swales. The exact phasing is not
known but some basins may be combined. The basin size specified is for the largest basin allowed on
site. Centipede sod will be placed in critical areas and seeded on non -erosive surfaces/
B. EROSION AND SEDIMENTATION CONTROL MEASURES
A copy of the latest approved soil erosion and control plan must be on file at the job site. Timely
and proper attention shall be required for prevention of offsite erosion and sedimentation. Various
levels of erosion control are proposed in the plan. If it becomes evident that additional erosion and
sedimentation control measures are needed they shall be installed immediately. A temporary
cover sufficient to restrain erosion must be provided within 21 calendar days of completion of any
phase of grading. A permanent ground cover, sufficient to restrain erosion, must be provided
within the shorter of 30 working or 120 calendar days after completion of the construction or
development.
2. A buffer zone, sufficient to restrain sedimentation, must be maintained between the land -
disturbing activity any adjacent property or watercourses. Maintain / Do Not Disturb existing
vegetative cover in areas of no construction.
3. Install a gravel construction pad at the construction entrance, as noted on the plans. The pad will
be a minimum of 50 ft long, 20 ft. wide and 6" deep of washed #57 stone.

4. All disturbed areas will be seeded within 21 days following construction in accordance with the
seeding schedule as shown on the plans.
Rye grass is not to be used as ground cover.
C. TIME SEQUENCE OF OPERATIONS
Construction sequence is as noted on the sedimentation and erosion control plan sheet.
Construction is planned to begin May 2007.

SIGN UP SHEET
INTERAGENCY/SCOPING MEETING
Scoping Meeting - Williams Landing (aka Swan Quarter Landing) Hyde County
Purpose of this meeting is to discuss a proposed project and provide environmental permitting and regulatory
information which will improve communications and the permitting processes.
January 23, 2020, Thursday at 1:30 pm
Conference line — 919-420-1375
Name
Agency
Phone
Email
Brian Rubino y/
Quible & Assoc.
252-491.8147
[e-mail]
Joe Lassiter
Environmental
Consulting, LLC
252-202-3800
[e-mail]
Kathy Matthews
USFWS
[phone] Ext.
27
[e-mail]
Twyla Cheatwood
NOAA Federal
Habitat
252-728-8758
[e-mail]
Raleigh Bland V
USACE
910-251-4564
[e-mail]
Josh Pelletier X
USACE
910-251-4605
[e-mail]
Shane Staples Yr
DCM
252-948-3950
[e-mail]
Gregg Bodnar
DCM
252-808-2808
[e-mail]
Jonathan Howell
DCM
252-808-2808
[e-mail]
Rachel Love-Adrick
DCM
252-808-2808
[e-mail]
Maria Dunn
NCWRC
252-948-3916
[e-mail]
Curt Weychert
DMF
252-808-2808
[e-mail]
Anthony Scarbraugh
DWR-401
252-948-3924
[e-mail]
Chris Pullinger
DWR-401
252-948-3973
[e-mail]
Thom Edgerton
DEMLR
252-948-3963
[e-mail]
Randall Jones
DEMLR
252-948-3857
[e-mail]
Carl Dunn
DEMLR
252-948-3959
[e-mail]
R
4 T..
W 12
2Szg46 ,M�
ril
+�,A n C-%i-
Sn
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nC e r
Y by
Lyn Hardison
DEQ/PermitAsst.
252-948-3842
[e-mail]
NCDEQ WASHINGTON REGIONAL OFFICE
943 WASHINGTON SQUARE MALL WASHINGTON, NC 27889 252-946-6481, FAX [phone]
1 of 2

SIGN UP SHEET
INTERAGENCY/SCOPING MEETING
Name
Attendance
Response
Hardison, Lyn
Meeting Organizer
None
Staples, Shane .
Required Attendee
None
Bland, Raleigh W SAW
Required Attendee
None
Pelletier, Josh R SAW
Required Attendee
None
Dunn, Maria T.
Required Attendee
None
Weychert, Curtis R
Required Attendee
Accepted
[e-mail]
Required Attendee
Accepted
Scarbraugh, Anthony
Required Attendee
Accepted
Pullinger, Robert C
Required Attendee
Accepted
Love-Adrick, Rachel A
Required Attendee
None
Edgerton, Thom
Required Attendee
Accepted
Jones, Jerry R
Required Attendee
None
Dunn, Carl
Required Attendee
None
Bodnar, Gregg
Required Attendee
Accepted
Howell, Jonathan
Required Attendee
Accepted
Brian Rubino
Required Attendee
Accepted
[e-mail]
Required Attendee
Accepted
STATEOP_MEETME_30 919-420-
1375
Resource (Room or Equipment)
Accepted
Bland, Raleigh W CIV CESAW
CESAD (US)
Optional Attendee
Accepted
Quible is working with Lee and Madge Williams to prepare a Major CAMA permit application for a travel lift
and 32 boat slips for commercial vessels on a parcel of land they own under the name Williams Landing,
LLC. Subject property is located on Landing Road, in Swan Quarter, Hyde County, NC.
NCDEQ WASHINGTON REGIONAL OFFICE
943 WASHINGTON SQUARE MALLWASHINGTON, NC 27889 252-946-6481, FAX [phone]
2of2

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