DEN 18-02 Stallings

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
Coastal Management BRAXTON C. DAVIS
ENVIRONMENTAL QUALITY Director
March 5, 2018
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. Robert Stallings IV
PO Box 12327
New Bern, NC 28561
Dear Mr. Stallings:
This letter is in response to your application for a Major Permit under the Coastal Area
Management Act (CAMA) and the State Dredge and Fill Law, in which authorization was
requested to perform new excavation of an upland boat basin and channel that extends into a
tributary of Pittman Creek, and construct a boat ramp, docking facility and bulkhead, near
Merritt in Pamlico County. Processing of the application, which was received as complete by the
N.C. Division of Coastal Management's Morehead City Office on September 22, 2017, and
which was placed on hold for additional information on November 20, 2017, is now complete.
Based on the state's review, the Division of Coastal Management has made the following
findings:
1) The subject property is located at 52 Silverwood Drive, Merritt, in Pamlico County.
2) The proposed project is located within the Neuse River Basin, and is therefore subject to
the buffer requirements of the N.C. Division of Water Resources.
3) The waters of Pittman Creek are designated as Primary Nursery Area (PNA) by the N.C.
Division of Marine Fisheries' Marine Fisheries Commission (MFC). 15A NCAC 07H.
0208(a)(4) of the Rules of the Coastal Resources Commission further define PNA's as
"Primary nursery areas are those areas in the estuarine and ocean system where initial
post larval development of f:nftsh and crustaceans takes place. They are usually located
in the uppermost sections of a system where populations are uniformly early juvenile
stages. They are designated and described by the N.C. Marine Fisheries Commission
(MFC) and by the N.0 Wildlife Resources Commission (WRC);"
Nothing Compares,..,
State of North Carolina I Environmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead Oty, NC 28557
252 808 2808

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Morehead City, NC 28557
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March 5, 2018
Page 4
recognize that the Division of Coastal Management applied the Rules of the Coastal Resources
Commission properly in processing and issuing this denial. You may then request an exception
to the CommissioW s Rules based on hardships to you resulting from unusual conditions of the
property. To apply for a variance, you must file a petition for a variance with the Director of the
Division of Coastal Management and the State Attorney General's Office on a standard form,
which must be accompanied by additional information on the nature of the project and the
reasons for requesting a variance. The variance request may be filed at any time, but must be
filed a minimum of six weeks before a scheduled Commission meeting for the variance request
to be eligible to be heard at that meeting. The standard variance forms may be obtained by
contacting a member of my staff, or by visiting the Division's web page at:
https://deq.nc.gov/about/divisions/coastal-management/coastal-management-permits/variances-
appeals.
Members of my staff are available to assist you should you desire to modify your proposal in the
future. If you have any questions concerning this matter, please contact Mr. Gregg Bodnar at
[phone] extension 215.
Sincerely,
Braxton C. Davis
cc: Col. Robert J. Clark - U.S. Army Corps of Engineers, Wilmington, NC
Josh Pelletier — U.S. Army Corps of Engineers, Washington, NC
Linda Culpepper — Interim Director, NC Division of Water Resources, Raleigh, NC
Karen Higgins — NC Division of Water Resources, Raleigh, NC
Anthony Scarbraugh — NC Division of Water Resources, Washington, NC
Samir Dumpor - DEMLR Storm Water, Washington, NC
Bobby Cahoon — Bobby Cahoon Construction 6003 Neuse Rd., Grantsboro, NC 28529
Nothing Compares
State of North Carolina I Environmental Quality l Coastal Management
Morehead City Office 1400CommerceAvenue I Morehead City,NC 2855/
252 8082808

March 5, 2018
Page 2
4) The proposed project would involve development within Public Trust, Estuarine Waters,
Estuarine Shoreline, and Coastal Wetland Areas of Environmental Concern (AEC).
5) The proposed project involves application under the Coastal Area Management Act and
the State Dredge and Fill Law requesting authorization to perform dredging to create an
upland basin and access channel to connect to a tributary of Pittman Creek. In addition,
the proposed project requests authorization to construct a boat ramp, access pier and
bulkhead, as associated structures of the boat basin.
6) The proposed project would involve the excavation of 2,300 square feet of shallow
bottom PNA habitat.
7) During the course of the joint state and Federal review of the application, the Division of
Coastal Management's Fisheries Resource Specialist, in consultation with the Division of
Marine Fisheries, objected to the proposal due to significant adverse impacts to shallow
bottom PNA habitat, and notes that these concerns were expressed during the scoping
meeting on March 15, 2017. N.C. Wildlife Resources Commission staff also stated that
their agency does not support new dredging within PNA's or boat ramps that terminate in
waters less than -3' normal water level. The Division of Coastal Management field staff
recommended denial of the permit based upon the inconsistency with rules of the Coastal
Resources Commission concerning new dredging within PNA habitat.
8) On February 9, 2018, the Division of Water Resources denied the Section 401 Water
Quality Certification and buffer authorization for the proposed project. This denial was
based upon determinations that practical alternatives exist that would avoid or lessen
adverse impacts and impacts to the riparian buffer, and that the project would result in
degradations of surface waters.
9) Based upon the above referenced findings, the Division of. Coastal Management has
determined that the proposed project to perform new dredging for the construction of an
upland basin and access channel and therefore the associated boat ramp, access pier and
bulkhead that are an accessory to the upland basin and access channel, are inconsistent
with the following rules of the Coastal Resources Commission:
a) 15A NCAC 07H .0206 (c) (Management Objectives for Estuarine Waters), which
states "To conserve and manage the important features of estuarine waters so as
to safeguard and perpetuate their biological, social, aesthetic, and economic
values; to coordinate and establish a management system capable ofconserving
and utilizing estuarine waters so as to maximize their benefits to man and the
estuarine and ocean system."
Nothing Compares
State of North Carolina I Environmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City. NC 28557
252 808 2808

March 5, 2018
Page 3
b) 15A NCAC 07H .0208(b)(1) (Specific Use Standards), which states in part,
"Navigation channels, canals, and boat basins shall be aligned or located so as
to avoid primary nursery areas, shellfish beds, beds ofsubmerged aquatic
vegetation as defined by the MFC, "
c) 15A NCAC 07H .0208(a)(2)(A), and 15A NCAC 07H .0208(a)(2)(B) which
states that before being granted a permit, a determination shall be made that the
applicant has complied with the following standards:
(A) The location, design, and need for development, as well as the construction
activities involved shall be consistent with the management objective of the
Estuarine and Ocean System AEC (Rule .0203 of this subchapter) and shall
be sited and designed to avoid significant adverse impacts upon the
productivity and biologic integrity of coastal wetlands, shellfish beds,
submerged aquatic vegetation as defined by the Marine Fisheries
Commission, and spawning and nursery areas; and
(B) Development shall comply with state and federal. water and air quality.
standards; I..
d) 15A NCAC 07H .0601, which states that "No development shall be allowed in
any AEC which would result in a contravention or violation of any rules,
regulations, or laws of the State of North Carolina or of local government in
which the development takes place. "
Given the preceding findings, it is necessary that your request for issuance of a CAMA Major
Permit under the Coastal Area Management Act and State Dredge and Fill Law be denied. This
denial is made pursuant to N.C.G.S. 11 3A- I 20(a)(8) which requires denial for projects
inconsistent with the state guidelines for Areas of Environmental Concern or local land use
plans, and N.C.G.S. 113-229, which requires that a permit be denied for cases where a proposed
development will lead to a significant adverse impact to fisheries resources.
If you wish to appeal this denial, you are entitled to a contested case hearing. The hearing will
involve appearing before an Administrative Law Judge who listens to evidence and arguments of
both parties before making a final decision on the appeal. Your request for a hearing must be in
the form of a written petition, complying with the requirements of § 150B of the General Statutes
of North Carolina, and must be filed with the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, NC 27699-6714, within twenty (20) days from the date of this denial
letter. A copy of this petition should be filed with this office.
Another response to a permit denial available to you is to petition the Coastal Resources
Commission for a variance to undertake a project that is prohibited by the Rules of the Coastal
Resources Commission. Applying for a variance requires that you first acknowledge and
Nothing Compares
State of North Carolina I Environmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
252 808 2808

Robert L. Stallings, IV
Request for Additional Information
Page 2 of 3
15A NCAC 0213 .0221 TIDAL SALT WATER QUALITY STANDARDS FOR CLASS SA WATERS
(1) Best usage of water. Aquatic life propagation and maintenance of biological integrity (including fishing
and functioning PNAs), wildlife, secondary recreation, and other usage except primary recreation or
shellfishing for marketing purposes.
(2) 'Conditions Related to Best Usages. The waters shall meet the current sanitary and bacteriological
standards as adopted by the Commission for Health Services and shall be suitable for shellfish culture;
any source of water pollution which precludes any of these uses,.Including their functioning as PNAs, on
either short -tern or long-term basis shall be considered to be violating a water quality standard.
3. Avoidance and Minimization:
Please provide more details regarding avoidance and minimization of wetland, open water and
buffer impacts for this project. [15A NCAC 02H .0506(f) and (g))
This should include alternative designs and layouts of the proposed access road and upland basin
as discussed with your agent during the March 15, 2017.
4. Plan Detail for Neuse Riparian Buffer
Please enumerate all riparian buffer impacts on the site plan that depict the riparian buffer pre -
construction and post construction, and clearly label impacts (Buffer Impact 1,'etc.). The Division
recommends highlighting by hatching or shading all impacts areas for temporary impact areas and
per manentImpact areas, [15ANCACO2H.0502(g)and 15ANCACO2B.0233(8)(b)(iv)]
5. Buffer Restoration:
Please provide this Office with a buffer restoration plan associated with the cutting and removal
of buffer vegetation as described.in your application. This planting plan must be developed such
that at least two native tree species are to be planted at a density sufficient to provide 260 trees
per acre at maturity, This density can be achieved by planting approximately 360 (11 x 11 feet
spacing) to 538 (9 x 9 feet spacing) trees per acre. Restoration of trees/shrubs/forestmust be
completed.by the first subsequent planting season (November 1 through March 30). Note, if the
tree plantings do not survive, they will need to be replaced such that the density is sufficient to
provide 260 trees per acre at maturity.. As a part of this plan, your response. must include an
implementation/planting schedule with clear dates. This can be achieved by planting wooded
stemmed vegetation as described in Guidelines for Riparian Buffer Restoration provided online
(htto://www.fceeonet/news/reports`buffersodf), [15ANCAC 02.D233(4)(a)]
Pursuant to above referenced general statues and administrative code, the applicant shalt furnish all of
the above requested information for the proper consideration_ of the application. If all of the requested
Information is not received in writing within 30 calendar days of receipt of this letter, the. Division will be
unable to approve the application and it will be returned. The return of this project will necessitate
reapplication to the Division for approval, including a complete application package and the appropriate
fee.

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M MOIiANDUM:
TO: Gregg Bodnar, Assistant Major Permits Coordinator r
FROM: Shane Staples, DCM Fisheries Resource Specialist
SUBJECT: Robert Stallings, IV,
DATE: 10/26/17
I.
A North Carolina Division of Coastal Management (DCM) Fisheries Resource Specialist has reviewed
the subject permit application for proposed actions that impact fish and fish habitats. The applicant
proposes to construct an upland boat basin, boat ramp, as well as excavate an access channel to the basin
in Pittman Creek, a tributary of Lower Broad Creek in the Neuse River basin near Merritt, NC. The basin
is proposed as a rectangular• out landward 65' and 25' in width and stabilized by 204' of vinyl bulkhead.
The boat ramp would be at the head of the basin and would measure 40' in length and 21' in width. An
access channel is proposed to excavated into Pittman Creek 92' in length and 25' wide to a depth of -3.3
NWL. Spoil will be stored on site and an access gravel drive is proposed for access to the ramp. Impacts
include 750 square feet of high ground and 875 square, feet of 404 wetlands for the boat basin; 2,300
square feet of shallow bottom PNA for the access channel; the bulkhead would impact 225 square feet of
coastal wetlands; and the ramp, spoil disposal, and gravel drive.would incorporate 10,160 square feet of
high ground and 1,500 square feet of 404 wetlands.
Pittman Creek has been designated by the Division of Marine Fisheries as Primary Nursery Area. This
designation means the area has been deemed extremely important habitat for larval and juvenile fmfish
and'shellfish such as red drum, speckled trout, spot, croaker, blue crabs, and shrimp. The project as
proposed will have aigtiificapt adverse Impacts to shallow bottom PNA habitat in Pittman Creek and this
6fficeobjects'a-the oproject as,proposed. These concerns were exxpr`.eSsedto an agent of the applicant on
March 15, 2017. Altematives.to avoid and minimize impacts were expressed by agency representatives at
this meeting including building a pier and platform with slips to keep vessels and launching vessels at an
existing ramp; the closest of which exists less 1 mile from the property by land or water. Little can be .
done to the project as proposed to remove this offices objection based on the significant negative habitat
impact. Alternatives that do not require the excavation of PNA bottom habitat should be explored as
expressed during the scoping process.
Contact Slime Staples at [phone] or [e-mail] with further questions or
concerns.
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9 North Carolina Wildlife Resources Commission 9
Gordon Myers, Executive Director "
MEMORANDUM
TO: Gregg Bodnar
Division of Coastal Management
North Carolina Department of Environmental Quality ya VE
FROM: --Maria T. Dunn, Coastal Coordinator ] NOV 13 ,2017
Habitat Conservation Division
DATE: November 8, 2017 DCM- MH® UTY
SUBJECT: CAMA Dredge/Fill Permit Application for Robert Stallings, IV, Pamlico County,
North Carolina.
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) reviewed the permit
application with regard to impacts on fish and wildlife resources. The project site is located at 52
Silverwood Drive adjacent a tributary to Pitman Creek in Merritt, NC. Our comments are provided in
accordance with provisions of the Coastal Area Management Act (G.S. 113A-100 through 113A-128), as
amended, Sections 401 and 404 of the CleanWater Act, as amended, and the Fish and Wildlife
Coordination Act (48 Stat 401, as amended, 16 U.S.C. 661 et seq.).
The applicant proposes to construct a bulkheaded upland basin, boat ramp, and excavate an access
channel for personal use. The basin would be 65' by 25' and positioned 65' landward the NWL.
Excavation for the basin would include a 30' wide area of Section 404 wetlands. Final water depths are
proposed to be -3.3' NWL. A 21' by 20' wide ramp is proposed to be installed at the west end of the
basin and extend 20' into the newly excavated basin. The basin and shoreline would be stabilized with
vinyl bulkhead. A 4' by 65' long staging dock would be constructed within the basin. To access deeper
water within the waterbody, a 25' by 92' channel to a depth of -3.3' is proposed to be dredged Material
from the excavation activities would be placed onsite within a 60' by 60' spoil area. A 20' by 328'gravel
access drive would be constructed to the basin to give access to the applicant's 26.5-acre parcel. Pittman
Creek and its tributaries are classified SA HQW by the Environmental Management Commission, are
subject to the NC Division of Water Resources' Neuse Basin Buffer Rules, and are designated a Primary
Nursery Area (PNA) by the NC Division of Marine Fisheries (NCDMF).
The NCWRC has reviewed the permit application and is very concerned with the impacts associated with
the project. We do not believe avoidance and minimization to wetlands and PNA functioning waters have
been demonstrated There is no history of previously permitted or even historically dredged projects in the
Mailing Address: Habitat Conservation • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] • Fax: [phone]

area, therefore, this would be a newly permitted project in an area that functions as a PNA. The NCDW
defines a PNA as "those areas in the estuarine system where initial —post larval development takes place.
These are areas where populations are uniformly earlyjuveniles". These designated areas and areas that
function as PNAs are vital to numerous fish and crustacean populations and should be protected. Because
of this habitat's importance, the NCWRC generally dges not `support nett dredge, antii�tt sin areas that,
ifunctaonasPl�As'i ,
Therefore, the NCWRC requests the apphcantpre5eiit'i`aif alferrnativeNaualy's°is tUat demonstrates avoidance
and minimisation of impacts to PNA; shallow water habitat, and riparian wetland resources. This analysis
should include'a purpose and need for the' private. access and depending upon impacts after avoidance and
iuinimization, a mitigation proposal Other than not supporting new dredging in functioning PNAs, the
NCWRC also does noE suuppgrt'liat ramps tliatJter inaEe insryaterr8epthi l2s"s Rl 3 �N , This should
be considered when considering alternatives.
We appreciate the opportunity to review and comment on this permit application and look forward to any
additional information as it becomes available. If it is determined a scoping meeting with agencies should
be conducted, we request an invitation, Please do not hesitate to contact me at [phone] or at
maria.dminnncwildlife.ore if I can be of additional assistance.
NOV IS 2017

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
1) APPLICANT: Robert Stallings, IV County: Pamlico
LOCATION OF PROJECT: 52 Silverwood Dr., near Merritt.
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 9/22/17
FIELD RECOMMENDATION: Attached: Yes To Be Forwarded: No
CONSISTENCY DETERMINATION: Attached: NO To Be Forwarded: YES
FIELD REPRESENTATIVE: Brad Connell DISTRICT OFFICE: Morehead City
DISTRICT MANAGER REVIEW: Brownlow
B) DATE RECEIVED BY MAJOR PERMITS UNIT: FEE REC'D: $ 400.00 (60/40)
PUBLIC NOTICE REC'D: Yes END OF NOTICE DATE: 10/30/17
ADJ. RIP. PROP NOTICES REC'D:
APPLICATION ASSIGNED TO: rBodnar
C) 75 DAY DEADLINE: 04taI 1 yl
MAIL OUT DATE: 10/9/17
FEDERAL DUE DATE:
PERMIT FINAL ACTION: ISSUE DENY
DEED REC'D:
ON: 10/9/17
150 DAY DEADLINE:
STATE DUE DATE:
FED COMMENTS REC'D:
DRAFT
AGENCY
DATE
OBJECTION
NOTES
COMMENTS
S:
RETURNED
YES NO
Coastal Management- Regional Representative
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Coastal Management - LUP Consistency Determination'I
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Division of Community Assistance
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State Property Office
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Division of Archives & History (Cultural Resources)
DMF-Shellfish Sanitation
DWR-Public Water Supply
Division of Highways
Wildlife Resources Commission
Local Permit Office
Division of Marine Fisheries- Fisheries Resource Spec.
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Corps of Engineers

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Coastal Management
EN V INONMENTAL QUALITY
MEMORANDUM
DATE: October 5, 2017
TO: Gregg Bodnar
THRU: Roy Brownlow
FROM: Brad Connell $G
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Ulrrolur
SUBJECT: Comments and Recommendations - CAMA Major Permit —Robert Stallings IV,
Pamlico County
The following is my assessment and consequent recommendations of the above referenced proposal: This
proposal would excavate 2,300 square feet of shallow bottom Primary Nursery Area (PNA) habitat, 875 square
feet of Section 404 Wetlands, and 750 square feet of high ground. This proposal would fill 1,500 square feet
of Section 404 Wetlands, 225 square feet of Coastal Wetlands, and 10,160 square feet of high ground. This
proposal is subject to the Neuse River Basin Riparian Buffer Rules. These waters of Pittman Creek are closed
to shellfish harvest.
This waterbody is a PNA as defined by the Marine Fisheries Commission (MFC). I recommend that the project
be denied as proposed in accordance with the Specific Use Standards outlined in 15A NCAC 07H .0208(b)(1)
which states that "Navigation channels, canals, and boat basins shall be aligned or located so as to avoid
primary nursery areas.... as defined by the MFC......
CC: Roy Brownlow, DCM
Nothing Compares_
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Ave I Morehead City, NC 28557
252 808 2808 T

a
RO.Y CO.O.PER
MICHAEL 8.. REGAN
' ' Secretdry ..
BRAXTON C. DANIS
-mom
ENYIyoHNFNF/W AVA4[J'.0 :. ' . ..
October 9, 2017..�.
MEMORANDUM: OCT j 20j7
TO: Clif Whitfield.` .
Public Water Supply .
FROM: Gregg Bodnar
Major Permits Processing Coordinator.
SUBJECT: CAMA%DREDGE & FILL Permit Application Review
Applicant: Robert Stallings, IV
Project Location: Pamlico County,adjacent to a tributary of Pittman Creek at 52 Silverwood
Dr., near Merritt.
Proposed Project: Proposes to construct a bulkheaded upland basin and channel excavation
for personal use adjacent -to Pittman Creek.
Please indicate below your agency's position 6z.viewpoint on the proposed project and- return this form
by October 29, 2017. If you have any questions. regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. Ext. 214. When appropriate, in-depth comments with
supporting data is requested.
REPLY: 7 This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency. approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments. ��''��.,.�� !! / 1 r
SIGNED � - o. �,/�r� DATE 'U' l 00 ! 7
-:::�Pltlothing Compares,, -,-
state OrNorfhCamha I Etndronmentatguft, l CoasW:mmgemeat '
Morehead City Office 1 400 CammerdeAvem .I Murehead'Ofy, NC' 28557
2U8082808

Coastal Management
ENVIRONMENTAL QUALITY
October 9, 2017
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
RECEIVED
OCT 1 0 2017
DOA
:STATE PROPERTY
OFFICE
Tim Walton
State Property Office
Gregg Bodnar
Major Permits Processing Coordinator
ROY COOPER
coYernor
MICHAEL S. REGAN
Secretory
BRAXTON C. DAVIS
Director
CAMA/DREDGE & FILL Permit Application Review
Robert Stallings, IV
Pamlico County, adjacent to a tributary of Pittman Creek at 52 Silverwood
Dr., near Merritt.
Proposed Project: Proposes to construct a bulkheaded upland basin and channel excavation
for personal use adjacent to Pittman Creek.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by October 29, 2017. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. Ext. 214. When appropriate, in-depth comments with
supporting data is requested.
REPLY: /This agency has no objection to the project as proposed.
t/ This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED �� DATE
RECEIVED
Nothing Compares OCT 17 2017
State of North Carolina I Environmental Qualtty I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557 M H D CITY
252 808 2808 D C M -

i
Coastal Management
ENVIRONMENTAL QUALITY
October 9, 2017
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
ROY COOPER
coveinor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
U U OCT 10 2017 �I
Shellfish Sanitation `
wata�Q�alitY �atronal
Shannon Jenkins
Shellfish Sanitation
Gregg Bodnar
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Robert Stallings, IV
Pamlico County, adjacent to a tributary of Pittman Creek at 52 Silverwood
Dr., near Merritt.
Proposes to construct a bulkheaded upland basin and channel excavation
for personal use adjacent to Pittman Creek.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by October 29, 2017. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. Ext. 214. When appropriate, in-depth comments with
supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments. /^
SIGNED UV�2/wC7��"'" 1 E I/O (a ( 7
-F�� ShanrIVO l �K�hs —RECEIVED
Nothing Compares
OCT 13 2017
State of North CaroOna I Environmental Quality I Coastal Management p� ��
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557 1)C M®®ryry - Vi-tD CITY
252 808 2808 iie

October 9; 2017
MEMORANDUM -
TO!•
FROM:
SUBJECT:
APIP)icant:,
Project Location,:
0 clr,,,,,,i 71 .1 . I ­ I
Renee Gledhill-,Fqrly
'NC Department of Cultural Resources
Gregg.Bodhar
M4J-pr Permits Processing Coordinator.
CAMA/DREDGE& FILL PerraitApplic6tion Revidw
I Robert Stallings; IV
:ROY COOPER
IMICHAEL S. REbAI-4
BRAXTON C. b ' A-VIS,
Diredtor
Pamlico ry
County, adjacentto a tributa otPittman;Cre6li.at:52,Sil*erwoold
- V
`Dr., near Merritt.
Proposed Project; Proposes to cot fti&
structn bulkheaupland basin and'cligirmel excavation
for personal use adjacent to Pittman Creek.
Please indicAtebelow your ,agency . 'spo§ition okviimpdint on the proposed project and, return Ahis,fbrra
by Qctober,19, 2.017, If have any questions - 'regarding the proposed project, pleas6 cQntaqt,8,ra0
Connell, permit officer at (252)Ng-29Qt, ENt. 214. !Wbc4 appropriate, in-depth comments with
supporting Oata.is requested:
REPLY: This:agency has no objection -toltheprojoct as,proposed.
This agency has, no comment on the proposed project.
This I , Agency :approves of the project only if the recommended changes' die incorporated.. See attached.
.This agency objects to the project for reasons described in the attached
comments.
SIGNE D DATE
-�Notbiqq Compares 2017
StateofNorthtaroh a I EnvironmenialQuality I Coos t alManapmeqt OCT
Morehead City Offire. I 400conmerce Avenue MoreheadCyNC *557
2528082808

54v'�Iit ..�
ROY COOPER
ew+� p E Gal'ai'+idr
JI T,;, i 2�. ' 36 E MICHAEL S. REGAN
d $a � "M• secretary
Gk�4sral l�faltt g¢ittenr OCT 1 6 2017 . B,RAXTON C. UAVIS
¢nY8lodMeNFg4 �YALt??' . .. D4odMr
October 9, 2017
MEMORANDUM:
TO: Roger'I'horpe
Division of Energy, Mineral, & Land Resources
FROM: Gregg Bodnar.
Major Permits Processing Coordinator
SUBJECT:. CAMA/DREDGE & FILL Permit Application Review
Applicant: Robert Stallings, IV
..;
Project Location: Pamlico County, adjacent to a tributary of Pittman. Creek at 52 Silverwood
Dr., near Merritt.
Proposed Project: Proposes to construct a bulkheaded upland basin and channel excavation
for personal use adjacent to. Pittman Creek.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by October 29, 2017. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at. [phone]. Ext. 214, Whenappropriate, in-depth comments with
supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This. agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED �4 - ` �i" "�� DATE
Nothing Oompares—%.,-
StateofNorthcaropnaj awimnmerdal:QuaDLy.jCoasWManagement
MoreheadCa Office 1 400 Commerce Avenue I Moreheadrity, NC 28557
W8062808

14
N T A GAMA PERMIT
October 30,2017
.CERTIFIED MAIU,7017107 OrOQQO, 7793"'O'S6Q,
g:fJ#—q RECEIPT REQUESTED: P:
Roliatt L, Stalfifig$,JV
PO'Bbx 107
New Bern, NC,28561
subject: 9eqOWFOR Apqtti ONAL INFORMATION
Stallings Property — Upland Basin Arid Ramp
6ear'Mr, Stallirigsa!
,RO,Y'C,O,OPER
S'JAY 1,7.1MMEIRMAN
t5WJ1,#41A259
PAMLlCQC6u-6tyY
0AQctober1ij201jit ision 0 f W 'er Re�qtir`c 7 at s ([iJ ion) received your. application date60ctober
9,1617, requeWn9 a 401 Water Quality and Buffer Authorfzation,Certificatibh,frof.n the ViVisiorifdr. the
subject project. The Division has d6t'drmih.ed.that your applicatibrVisinc om I plete,,andczi nnot'bt6 11 prqce . ss I ed;
The application pllcatijoqfi�qn-hold until all otihe,fo�llowipginformpti,on!isre,c.6.lVe.d.L:
- p
'1. Cootdinati6n—,CoordiriatioOWithUSjNemyQcirp-,s',OfE6gineers,'
• A compl6fe; review of he project cannovbe,conducted until the U 'S,. Army Corps of Engineers
gineem ' has
Verified,41mietlarid Within the proposed project area. A.site!visit slhouid,be scheduled to.corid4ct
thpfieldver.ifi,catlion. [18ANCACO2H,PS01W(7)1
2. This project 'has., Orb'obsed d redging Within an a tea, cfeslgnjt.od�lds Primary 1`9 U rsery ;Areo(PKA) [that
has not been previously ,edgqO� Comments. fron, I teNorth, Carolina Oiv lio
n of Coastal
Management, Marine P.NhefllesResources. Specialist and North -Carolina, Wildlife Resources
. I
Cdmmistlorf,shoW concerns that your, ptoplos0d,prciject Would Ouse significant adverse ,Ampacts to.
the primary nurseryarea as identified 6 Division qfMarine Fisheries; This would be considered
a-clegradatibnof watdrs,, which would result in violations ofthe following ,Wate'rQ.iialityStandards:
15A NcAc&litmqi ANTMOSRAoATfON POLICY
if) ActiVities,,re'gulat6cl Oder5ectibri 404 of the tleawi Water AcV(3.311J,SC;)'Whlch require a, water
quality certifi tion:as described in Section 01 of the dean Water Act 331J&C. 1341)'shall be
evaluated according to: the procedures.outlined in 15A NCAC,2H 0500., AcflVitids'Whith'receive a
Water kuplityjdefti fidollcri pqr5varittp these procedures shall not bel:considered toxemovel e)(151firig
uses, The -evalpqiloq of opqrrnfts issued pursuant io,GS,143-215,1 that involve the assimilation of
wastewater orstor I enwater by wetlands shall incorporate the criteria fQUhd'in,15A'NCAC 2K;050Q
(1) —(5),in ;1etermihi'ngjhd.'potpnt I i . al'Jimpact ci I f the proposed I actkyj y,qn the existing uses of the
wetlands per 1,5A NCAC2H, .0231.
-Nqi hing Conilpares'�--
I Water ResOUKq5-W:aerQJ1a1ftY kesional'opelafions
,943 Wwfiiiigton Square Mall, Washinitlon,Ntorth CarohiW27889
2 2-4644ki

Robert L. Stallings, IV
Request for Additional Information
Page 2 of 3
15A NCAC 02B .0221 TIDAL SALT WATER QUALITY STANDARDS FOR CLASS SA WATERS
(1) Best usage of water. Aquatic life propagation and maintenance of biological integrity (including fishing
and functioning PNAs), wildlife, secondary recreation, and other usage except primary recreation or
shellfishing for marketing purposes.
(2) Conditions Related to Best Usages. The waters shall meet the current sanitary and bacteriological
standards as adopted by the Commission for Health Services and shall be suitable for shellfish culture;
any source of water pollution which precludes any of these uses, including their functioning as PNAs, on
either short -tern or long-term basis shall be considered to be violating a water quality standard.
3. Avoidance and Minimization:
Please provide more details regarding avoidance and minimization of wetland, open water and
buffer impacts for this project. [15A NCAC 02H .0506(f) and (g))
This should include alternative designs and layouts of the proposed access road and upland basin
as discussed with your agent during the March 15, 2017.
4. Plan Detail for Neuse Riparian Buffer
Please enumerate all riparian buffer impacts on the site plan that depict the riparian buffer pre -
construction and post construction, and clearly label impacts (Buffer Impact 1, etc.). The Division
recommends highlighting by hatching or shading all impacts areas for temporary impact areas and
permanent impact areas. [15A NCACO2H .0502(g) and 15A NCACO2B .0233(8)(b)(iv))
S. Buffer Restoration:
Please provide this Office with a buffer restoration plan associated with the cutting and removal
of buffer vegetation as described in your application. This planting plan must be developed such
that at least two native tree species are to be planted at a density sufficient to provide 260 trees
per acre at maturity. This density can be achieved by planting approximately 360 (11 x 11 feet
spacing) to 538 (9 x 9 feet spacing) trees per acre. Restoration of trees/shrubs/forest must be
completed by the first subsequent planting season (November 1 through March 30). Note, if the
tree plantings do not survive, they will need to be replaced such that the density Is sufficient to
provide 260 trees per acre at maturity. As a part of this plan, your response must include an
implementation/planting schedule with clear dates. This can be achieved by planting wooded
stemmed vegetation as described in Guidelines for Riparian Buffer Restoration provided online
(http://www.nceep.net/news/reports/buffers.pd ). [15A NCAC 02 .0233(4)(a)]
Pursuant to above referenced general statues and administrative code, the applicant shall furnish all of
the above requested Information for the proper consideration of the application. If all of the requested
information is not received in writing within 30 calendar days of receipt of this letter, the Division will be
unable to approve the application and it will be returned. The return of this project will necessitate
reapplication to the Division for approval, including a complete application package and the appropriate
fee,

Robert LOtallingpi IV
Reguest. for Additional Infortnation
Pago 3 of-3
'Please respond inwriting,wiffiln 30 calendar days of re.ceiocof thisletter by sending three copies bf all of
the above roowe0ed'Kfort4ation to thie'401 & Buffer Petrhitting'Unit 161Z"IVIA SenAcie 6ntorAaleigh,
NC 2j699.1617,
and Neuse
Have no a4th N t1oh 4tjder,,Secti6n` 401 of he Clean Water Act.--
Please be.��aWare that you t
ty a ' B,_Iuf,fe,'r, Rules ,jort.his:a.ctivj .1and any work doqe,wj6!n,waters of the state and,buffer may be,a
..violation of North Carolina Gener61'stdtOtes and Administrative Cbd&
I
Please,contacf Anthony Sjcarbra,u&,at25IA48-3924. or anthonvscarbraughOncdenr.gov�if.yqu have
any questions or.concerns.
Sincerely.,
RoliertTapkard, Assistant Regional Tyis ' or
Water Quality Regional operation Section
Dhtis�lon;'QfWater R%o,4fces,.,NCDEQ
cc:• Josh•Pell6tieri USACE Washington Regulatory _Field Office (VIa drraji)
Gregg Bqdirwr, btm MordheaO City, ('Via email)
Brad'Connell, UCM WaRCI (via email)-
Sginif D.tirnPor, DEIVILRVaRC,
,aPI6401 files
L,aserfiche
Qr,iVe_.401BA,H0LD

NNSWARDANDSMITH,PA. AMY P. WANG, Attorney at Law
1001 College Court (28562)
Post Office Box 867
New Bern, NC 28563.0867
December 5, 2017
VIA EMAIL ([e-mail])
ORIGINAL VIA U.S. MAIL
Anthony Scarbraugh
North Carolina Department of Environmental Quality
Division of Water Resources
943 Washington Square Mall
Washington, NC 27889
RE: Request for Additional Information for DWR# 17-1298
Stallings Property — Upland Basin and Ramp
Pamlico County
Our File 990021-00007
Dear Mr. Scarbraugh:
P: 252.672.5516
F: 252.672.5477
apw®wardandsmlth.com
We represent Mr. Robert L. Stallings, IV, on whose behalf Derrick Ipock of Bobby
Cahoon Construction, Inc., submitted an application for a CAMA Major Development
Permit on September 26, 2017, to the North Carolina Department of Environmental
Quality ("DEQ") Division of Coastal Management. We are in receipt of the Request
for Additional Information dated October 30, 2017, issued to Mr. Stallings by the
DEQ Division of Water Resources ("DWR") for the above project. This letter will
respond.
Mr. Stallings received DWR's Request for Additional Information on November 7,
2017. Since that time he has been working with Mr. Ipock to provide the information
requested to address concerns regarding avoidance and minimization of impacts to
the surrounding resources, plan detail for activities within, and restoration of, the
Neuse, Riparian Buffer, and coordination with the United States Army Corps of
Engineers ("Corps"). Due to the Thanksgiving holiday it will not be possible to
provide the information requested by December 7, 2017. The site visit with the Corps
representative will not occur until December 13, 2017.
Mr. Stallings intends to provide additional information to the DWR, but respectfully
requests an extension of time given the volume of work required to respond to the
Request and the upcoming holidays. Please extend the time an addition thirty (30)
ASHEVILLE GREENVILLE NEW BERN RALEIGH RLG]EI 'LD
www.wardandsmith.com
DEC 0 8 2017
DCM- MHD CITY

A 1
WARDANDSwMPA.
Robert L. Stallings, IV
December 5, 2017
Page 2
days, through and including January 8, 2018, in accordance with 15A NCAC 2H
.0507.
Please contact me if you have any questions.
Yo
urs truly,
U
AmmyyPP.P. Wang
cc: Josh Pelletier, USACE Washington Regulatory Field Office (via email)
Gregg Bodner, DCM Morehead City (via email)
Mr. Robert L. Stallings, IV (via email)
Derrick Ipock, Bobby Cahoon Construction (via email)
RECEIVED
DEC 0 8 2017
DCM- MHD CITY

VVID WAMAMSMITH,EA. AMY P. WANG, Attorney at Law
1001 College Court (28562) P: 252.672.5516
Past Office Box 067 F: 252.672.5477
New Bern, NC 28563-0867 [e-mail]
January 8, 2018
VIA HAND DELIVERY AND EMAIL ([e-mail])
Anthony Scarbraugh
North Carolina Department of Environmental Quality
Division of Water Resources
401 & Buffer Permitting Unit
943 Washington Square Mall
Washington, NC 27889
ORIGINAL VIA U.S. MAIL
Robert Tankard
North Carolina Department of Environmental Quality
Division of Water Resources
401 & Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC 2699-1617
RE: Request for Additional Information for DWR# 17-1298
Stallings Property — Upland Basin and Ramp
Pamlico County
Our File 990021-00007
Dear Mr. Scarbraugh and Mr. Tankard:
We provide this response to the Request for Additional Information dated October 30,
2017, issued to Robert L. Stallings, IV, by the North Carolina Department of
Environmental Quality ("NCDEQ") Division of Water Resources ("DWR") for the
above referenced boat basin project ("Project"). On December 6, 2017, DWR granted
Mr. Stallings an extension to January 8, 2018, to provide the information.
Since that time, Derrick Ipock of Bobby Cahoon Construction, Inc., the Project's
consultant, has coordinated with the United States Army Corps of Engineers
("Corps"). On December 13, 2017, Mr. Ipock met with Josh Pelletier on the .35 acre
Project site adjacent to a tributary of Pittman Creek near Merritt in Pamlico County
Mr. Pelletier conducted a field verification of wetlands identified on the surveys
ASHEVILLE GREENVILLE NEW BERN RALEIGH WILMINGTON
www.wardandsmith.com

Mr. Anthony Scarbraugh
Mr. Robert Tankard
January 8, 2018
Page 2
included with the application for a CAMA Major Development Permit submitted to
the NCDEQ Division of Coastal Management for the Project. Mr. Pelletier indicated
to Mr. Ipock he has no objections to the Project from the Corps' perspective and that
he would retain the survey lines as represented in the CAMA Permit application.
This Project is necessary to allow Mr. Stallings to store and launch small skiffs used
in his management of the Swan Creek Tract, a waterfowl impoundment area located
approximately two miles east of the Project site. An aerial view of the Project and the
Swan Creek Tract impoundments is enclosed. The Swan Creek Tract, accessible only
by water, is located within the coastal plain of eastern North Carolina within the
Atlantic Flyway. Ducks Unlimited has identified it as a priority wetland area for
waterfowl, shorebirds, and water birds and is also a priority habitat zone for
neotropical migratory songbirds. The Swan Creek Tract provides critical stopover
and foraging habitat for priority species to support the North American Waterfowl
Management Plan ("NAWMP"). Mr. Stallings maintains approximately 2,000 acres
of brackish marsh through impoundment pumps and levees to adjust seasonal water
levels to optimize water management in the impoundments.
Enhancement of the impoundments by pumping and water control provides feeding
habitat for many wetland dependent species, including migrating and wintering
waterfowl in the Atlantic Flyway, which use the area for both migration and
wintering habitat. Since the Swan Creek Tract is within the Neuse River Basin, it
provides the highest quality managed habitat for Northern Pintails and American
Black Ducks. According to Ducks Unlimited, protection and enhancement of habitat
at the Swan Creek Tract helps meet objectives of the NAWMP, especially for
declining populations of Northern Pintail and American Black Duck. The Atlantic
Coast Joint Venture Waterfowl Implementation Plan (a step-down plan of NAWMP)
places the Black Duck in the "highest" conservation concern category. Brackish
water managed impoundments such as the Swan Creek Tract are a unique habitat
feature in coastal North Carolina that can no longer be constructed due to wetlands
regulations. Continued availability and proper management of these areas is
important to a multitude of waterfowl species, especially Northern Pintails migrating
and wintering in the Atlantic Flyway. Mr. Stallings manages the impoundment
areas by refueling and properly maintaining the pumps and water control devices.
There are no practical alternatives to the Project. By its nature, the boat basin is a
water dependent structure which requires access to water as a central element of its
basic function, and water dependent structures are allowable without mitigation
within the Neuse River Riparian Buffer. 15A NCAC 2H .0506(d) and 2B .0233(6).
Currently, Mr. Stallings launches skiffs from property his family owns in nearby
Whortonsville to maintain the impoundment pumps at the Swan Creek Tract.

Mr. Anthony Scarbraugh
Mr. Robert Tankard
January 8, 2018
Page 3
However, that property no longer serves these purposes sufficiently, so it will be sold.
There are no public access boat ramps in the area from which Mr. Stallings can store,
manage, and launch the maintenance equipment; therefore, he would like to use his
property in Merritt for this purpose.
The Project has been designed to avoid and minimize impacts to buffer resources.
The Project's location on a tributary of Pittman Creek was chosen specifically
because, out of the 1,353 feet of shoreline along the Merritt property, it results in the
least amount of resource impacts. Large swathes of coastal wetlands which exist
around the majority of property's shoreline were avoided entirely by designing the
Project in the proposed location.
Although Pittman Creek as a whole is designated as Primary Nursery Area ("PNA")
by the NCDEQ Division of Marina Fisheries, significant existing uses of the waters as
PNA will not be removed or degraded by any discharge related to the Project. 15A
NCAC 2H .0506(d). The overall Project impacts less than one acre, and impacts to
PNA in the tributary are significantly less. Although turbidity impacts may occur
during construction, they are not anticipated to be permanent. The basic purpose of
the Project cannot be practically accomplished in a manner that would better
minimize disturbance, preserve aquatic life and habitat, and protect water quality
because the least amount of impacts to natural features occurs at this location. 15A
NCAC 2B .0233(8)(a)(i) and 2H .0506(g).
Alternatives that do not require the excavation of PNA bottom habitat were explored.
Mr. Ipock conducted the enclosed avoidance and minimization analysis which
includes alternative design compromises to reduce the proposed channel and
eliminate impacts to coastal marsh. See "Avoidance and Minimization of Dredging in
a PNA," enclosed. The Project cannot practically be reduced in size or density,
reconfigured or redesigned beyond the alternative designs to better minimize
disturbance, preserve aquatic life and habitat, and protect water quality. 15A NCAC
2B .0233(8)(a)(ii). Best management practices, such as seasonal considerations for
timing of construction to reduce impacts to species and diffuse flow of runoff, will be
used during construction and use of the Project to minimize disturbance, preserve
aquatic life and habitat, and protect water quality. 15A NCAC 2B .0233(8)(a)(iii).
Plan details for impacts in the Neuse Riparian Buffer were included in the CAMA
Permit application package, including identification of impact areas through hatching
and shading. Alternative plan details for a narrower channel and elimination of
coastal marsh impacts likewise have been illustrated by the surveyor and are
enclosed.

Mr. Anthony Scarbraugh
Mr. Robert Tankard
January 8, 2018
Page 4
There is no further reduction in size, configuration or density of the Project that
would allow its basic purpose to be practically accomplished in a manner which would
avoid or result in less adverse impact to surface waters or wetlands than the
alternative designs provided in the Avoidance and Minimization analysis. 15A NCAC
2H .0506(f). The proposed impacts are required due to the location of natural
features, such as coastal marsh, that dictate the placement and configuration of the
Project, and the purpose of the Project directly relates to its placement and
configuration to provide water access to support the Swan Creek Tract
impoundments with minimized impacts. 15A NCAC 2H .0506(g). Surface waters and
wetlands, including the PNA, can continue to support existing uses after the Project's
completion without violating water quality standards.
The Project is a use designated as "allowable" under the Neuse Buffer Rules and does
not require mitigation. 15A NCAC 2B .0233(6). Further, mitigation is not required
for impacts to wetlands of less than one acre. 15A NCAC 2H .0506(h). If Mr.
Stallings is granted an authorization certificate for impacts under 15A NCAC 213
.0233 and must perform mitigation as a condition, we will be happy to provide a
buffer restoration plan practical for the Project that will offer the most ecologically
viable method of replacing lost function and value. The Avoidance and Minimization
analysis includes proposed plans for buffer restoration.
Mr. Stallings wishes to work with all agencies involved in the permitting decisions for
the Project. If you have questions or require additional information, please contact
me.
Yours truly,
Amy P. Wa g
cc: Josh Pelletier, USACE Washington Regulatory Field Office (via email)
Gregg Bodner, DCM Morehead City (via email)
Mr. Robert L. Stallings, IV (via email)
Derrick Ipock, Bobby Cahoon Construction (via email)
ND: 4845-0714-4281, v. 1

/ Dowdy Point
Ymnu

BOBBY CAHOON CONSTRUCTION, INC.
6003 Neuse Road
Grantsboro, NC 28529
Phone [phone] / Fax [phone]
Licensed and Fully Insured
NCGC License #62120
Project: Major CAMA Permit Application
Project Owner: Robert L. Stallings IV
Site Address: 52 Silverwood Drive
Merritt NC, 28556
Avoidance and Minimization
of Dredging Impacts in Pittman Creek PNA
The purpose for applying for this CAMA Major Development Permit is to construct and
install a gravel driveway leading to a concrete boat ramp on a private tract of land on Pittman
Creek to allow the owner to have the capability of launching small skiffs and to load and
unload equipment and supplies needed for servicing and protecting nearby waterfowl
impoundments in Swan Creek that are an important resource for migratory birds and other
wildlife. The ramp will sit inside of a small bulk -headed boat basin that will have a small dock
walkway along one side of the bulkhead.
The specific location was chosen because it is the area on this property with the least
amount of CAMA impact and minimal 404 wetland impacts. The project proposes 871sf of
excavated wetland area to be bulk headed along with 317sf of disturbed Coastal Marsh area
and 1611 sf of disturbed wetland area for the installation of tie -back wall anchors. It is the
only location on the parcel where no Coastal Marsh will need to be excavated. Constructing
the boat basin at any other areas along this property's shoreline will have a much greater
negative wetland and marsh impact. It is possible to minimize or eliminate the 317sf of
Coastal Marsh disturbance to zero by slightly reconfiguring the northern wingback wall to
follow the Coastal Marsh line instead of the shoreline. Attached in this packet is an alternate
Bobby Cahoon Proposed Boat Ramp, Walkway and Basin Drawing as well as alternate
survey drawings.
In order to have access to this boat ramp, a small narrow channel 25' wide and
approximately 90' long with a depth of -3.1' will need to be dredged from the basin out to
where the current depth reaches -3.1'. The channel size has been minimized so that no
more than 3 feet will be removed in any location in Pittman Creek so that the habitat
conditions remain the same, including light transition, aquatic vegetation and pin fish habitat.
Water quality will also remain the same. If best management practices so require, the
proposed channel can be narrowed and the depth reduced by a few inches. If we narrow the
proposed channel to 12' in width and reduce the proposed required depth from -3.1' to -2.8'
this will reduce the overall length of channel to approx. 33 LF which will reduce the 2300sf of
channel dredge to 400sf. Attached in this packet is a set of alternate channel survey
drawings.

Avoiding the PNA requires relocating this project to another area of the property which,
as previously stated, would increase CAMA impacts. Also, the surrounding waters are all of
the same depth near shore such that there is no other area with deeper water so as to not
need some dredging. Utilizing another nearby boat ramp to avoid the PNA is not a practical
alternative. Mr. Stallings plans to sell the property in Whortonsville with the boat ramp he
currently uses because it is no longer adequate for servicing the nearby impoundments.
Although there was once a private ramp at Paradise Cove Marina that the previous owners
would let the public use for a small fee, that property recently was sold to new owners who
have closed that ramp down to the public. Other personally owned private boat basins and
ramps in the area are all private. There are no other locations in this area that can
accommodate the purpose of this project.
Finally, utilizing a dock or pier to stage boats and vessels does not provide a practical
-alternative because it does not facilitate servicing the impoundments due to the inability to
mobilize the required materials and equipment needed. Further, such equipment cannot be
easily removed when the inevitable bad storm or hurricane arrives. The proposed location
provides such capabilities.
We intend to use best management practices whenever possible to control any
impacts that may happen during the construction of this project. We will initially install a silt
fence along the shoreline to prevent any run off from entering the creek during construction.
We will surround the spoil area that will contain the excavated soil from the basin and
channel. This silt fencing will remain in place until the project is completed and the disturbed
ground has been seeded with a contractor mix containing 40% fescue, 30% millet, 27%
annual rye, 3% bermuda and topped with straw. During the dredging portion of the project
we will surround the area with a type II turbidity curtain. Diffuse flow of runoff will be
maintained in the riparian buffer.
Buffer Mitigation
It is understood that it is not necessary for buffer mitigation for water -dependent uses,
particularly those with disturbed wetland areas of less than 1 acre. This project has a 20' limit
of disturbance construction area. After the basin has been dug and the new 30' Neuse River
Buffer Zone 1 line has been established, the area of disturbance in zone 1 will be less than
0.09 acres. The current growth in this area is a mixture of small pine and cedar trees mixed
with small native wild bushes and grass. If seeding is not a suitable form of stabilization and
restoration is required, calculations add up to a mixture of approx. 30 trees and shrubs to be
replanted in this 20' area around the newly installed seawall. Planting of trees this close to a
seawall will is not practical or viable as they pose as a future threat to the structural integrity
of this wall as well as access for maintenance around this wall. An alternative to planting
such species in the buffer is a mixture of 10-15 smaller shrubs and native grasses. If identical
species are required, replanting in the upland area near the proposed driveway and spoil site
is preferred due to the area's current use is for pine and timber plantation to avoid danger to
the structural integrity and access to the proposed seawall.

Project: Major CAMA Permit Application
Project Owner: Robert L. Stallings IV
Site Address: 52 Silverwood Drive
Merritt NC, 28556
Avoidance and Minimalization
Alternate 1
Seawall Reconfiguration
To Remove Coastal Wetland Impact
Pittman Creek

Drm ing by BoMy Cahoon Condon for.
Robbie Stallings
52 Silverwood Dr., Merritt
Alternate
Proposed Boat Ramp, Walkway and Basin
Drawing Date 113/18
21'x40'
Boat Ramp
204 L/F Seawall
*Dig and dredge basin
to an average 3' NVVL. depth
�1 IIIII IIII Illlllill�lillllllllllllllllllllllll�l�llllllllllllll -
- r -
130t.
"10" x20' pilings 7.5' O.C. on channel side
of walkway to be extend 48" above decking

,4u _...... _.._. _.. ROBERT L STALUNGS N
,.4✓ k
&U TRACT BOUNDARY WITH PROJECT LOCATION
y & a
�^o tiNh� N o .ryap CURRENT OWNER: ROBERi L, STALLINGS IV
PROPERTY ADD 2L2560D DRIVE
MERRITTNC
DEED REFERENCE: DEED BOOK 574 PAGE 487
p N3423'47"W ERRRT MAP REFERENCE: PLAT CAB.A SL.166-13 -
A 99.46' PLAT CAB.A SL.169-17
TAX PARCEL NUMBER: LOB-37-3
N33W 58'50"
NUMBER TWO TOWNSHIP PAMLICO COUNTY NC
Cn� 111.53, HERBERT J.NOBLES,JR.
5 PROFT'SMONAL LAND SURVEYOR - L-2703
w BAYBORO.I86 NORTHMCCAARROLINAD28515
N31'32 3"W - 252 626-8634
138. 7' ��,.��"� 32¢7 PINEY GROVE CHURCH
O CA Roan JANESVILLE NC PROJECT NO. 2016-29 DATE 09 Dt 2017
.��!__. �� 27846 SCALE: 1'�00'
[y 0® BK 461
`;.-QESSIO{.V• PAGE 255 SHEET 1 OF 5
N26"46'40"W 3.2 P.C..iASDE 147-20
/,' TAX PARCEL #:LD9-12
L
SEAL - PMUAN CREEK
N22'57'31'W 7.9 it L-2703 _
N20'48'02"W .70
t^ ;ki N� SUR�,G•�Cj,,J� PR
J
o� �"•4.4yJ.NOB�� N19'35'03"W 1 .79
x
o:
0
z
oq
a
N19'37'57W
z
Z
N19'36'32"W
N20'12'12'W
1
ROBERf L SfALUNGS, IV
26.047 ACRES TOTAL
EXISTING
HOME SITE
JANE P. MCLAWHORN
ISM NC 17 HWY S
NEW BERN NO 28562
DEED BOOK 519 PAGE 4 l
TAX PARCEL J: LOSI-122

VICINITY SKETCH
NORTHEAST CORNER OF BOAT RAMP
tEDGEN& (XX) - DEPTH BELOW NORMAL VIAIER LEVEL
NORTHING: 501301.38 SFr.
ALL DISTANCES SHOWN ARE HORIZONTAL
EASDNG: 2716362.70 SFT.
GROUND MEASUREMENTS.
LATITUDE: 3606'13.208878 N
•(�,p) = 75' CAMA A.E.C. PRE-
LO D : 6?36' 6.53
•(_3"p)
CONSTRUCTION
m
= WETLAND OMITS
5 NC GRID COODINATES
----= COASTAL MARSH LIMITS
N 14ING: 501322.25 SFr.
MARY THOMAS GRADY
ERRTTT
EA971NG: 271632735 SIFT
. 3604 BARONS WAY
(-�)
5 TO CAMA 4
1T2-�'0
NEW BERM ,3866D„
SS 50'39"E 40.49'
DEED BOOl(N pAGE,.14'I
CAMA 4 TO NORTHEAST
CORN OF BOAT
.(�,t) MAP PAR, B 6 ..
�Q'FfiSSICC/:
a
7 T 53Y7 '1E
•tom+�
O"'o
�,az_29- 9�•,v�
PITTMAN CREEK = SEAL/
&
MARSH •( •('3 fl)
- L-2703
•(•(-st) K-�) c
T.
EASTING: 2716299.82 SFT.
CAMP
156'054...(((QQQ"E 36.22' iS�!
6
=��4,
5
_ 2
31
]2.00 rB9Na SURN�JOG,.��.`'��
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A2� N
n N66 . 11.556'` -13 6 05'42W
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30.64' N,
105
66 OD 4
N 60.
pn
2.41
p
15.89'
a•wv 1 ,Lo •
o o 0 11b9 Ni �� CAMP 3
209A6 •( )
CAMP 2 �
•(�.4)� )
D`
PITTMAN CREEK
ao
g2 A,� '�° /
•(ti+�
1 A k00 / MARSH
4(-3,5)
Q�OPOf'�
Al i 1.
Oq 4yV
// /
/
•(�t•2)
•(-3.8)
\0o. 3
l
` ' 1
SURVEYED FOR
Ra30.pp J
ROBERT L STAWNGS IV
"E y1
511' Zj 65.
COURSE BEARING DISTANCE
L-1 S32'44'08'E 6.98,
PROJECT LOCATION WITH SOUNDINGS
CURRENT OWNER: N
A 218
L-2 S5646'30'E 14.06'
ROBERT L STALLINGS
PROPERTY
la
L-3 SO6'05'55'E 6.61
ADDRESS: 52 SLI4ERWOOD DRIVE
o • .�'�,yo' '9 I
c = V P9 -�
L-4 NO.T57'15"E 25.38'
L-5 N49'14'17"E 66.94'
MERRITT NC 28556
L-6 N4P76'38"E 86.77.'
DEED REFERENCE DEED BOOK 574 PAGE 4S7
3
L-7 N375211 SW 24.13'
MAP REFERENCE PLAT CABA SLt66-13 -
^ m
L-8 N5346'41'W 32.96'
m
PLAT CABA SL169-17
L-9 N0629'55"W 49.95'
¢
TAX PARCEL NUMBER: LOB-37-3
]�^' �$ F
GRAPHIC SCALE
NUMBER TWO TOWNSHIP PAMUCO COUNTY NC
P) o o
HERBERT J.NOBLES,JR.
Z m • 0 1 om
PROFESSIONAL LAND SURVEYOR - L-2703
�0
0 15 30 u 60
120
186 CAMPEN ROAD
Z o
Z
BAYBORO, NORTH CAROLINA 28515
252 626-8634
'j62a 2� IXISiiNG HOME SRE
SCALE: 1"= 60' PROJECT NO. 2016-29 DATE: 09-0M-2017
SIIE2T 2 OF ,j

COURSE
BEARING
DISTANCE
L-1
S32'44'08'E
6.98'
L-2
S56'46'30"E
14.06
L-3
S06'05'55"E
6.61'
L-4
NO3'57'15'E
25.39'
L-5
N49'14'17"E
66.94,
L-6
N40r I6'38'E
86.77'
L-7
N3752'15'W
24.13'
L-8
L-9
953'46'41'W
NO6'29'55°W
32.96' m1
49.95' Z.
a Y+
c
PROPOSED SITE m A
FOR UNCLASSIFIED 1-1 4'!•"A 9q9
EXCAVATION oo
D (2.87)
O
OP
i ij
27 c
H 4
0.0
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?,42
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Al
n
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I
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m
o I 1a
e
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1
K-04
2
,(-�) ro6yry oo PMMAN CREEK
dE �ti' -(- .3) .(-3.1)
�S66.05'42-W 30.64'
3 '!J
-z9- -
SEAL
L-2703
,(--M) I -(-3.3)
ROBM L STAWNGS IV
SOUNDINGS AND GROUND HEIGHTS
CURRENT OWNER: ROBERT L STAWNGS IV
PROPERTY ADDRESS: 52 SLIVERWOOD DRIVE
MERR(TT NC 28556
DEED REFERENCE: DEED BOOK 574 PAGE 487
MAP REFERENCE PLAT CABA SLI66-13 -
PLAT CABA SL169-17
TAX PARCEL NUMBER: LOB-37-3
NUMBER TWO TOWNSHIP PAMLICO COUNTY NC
HERBERT J.NOBLES,JR.
'PROFESSIONAL LAND SURVEYOR - L-2703
186 CAMPEN ROAD
BAYBORO, NORTH CAROLINA 28515
252 626-8634
LB 1'= PROJECT NO. 2016-29 0ATE; 09 01 2017

C
(3.33)
Sn ' (187)
6RP�
N o
6p Op
LEGEND
p D (404) UMIT (214)
CO AL MARSH LIMIT
BUFFER ZONE 1
ELISE BUFFER ZONE 2
RS OF DISTURBANCE (LDJ
(BULHEAD TIE BACKS)
DRIVE TO RAMP MEUSE
MEUSE BUFFER ZONE 1..(201 SO.Ff.)..
`.jj IlIIrz.j,l
C' DRIVE 70 RAMP MEUSE
MEUSE BUFFER ZONE 2 .(413 SO.FT.)..
ttil~1.g CAR�rrIjJ
L r
DRIVE TO RAMP OUTSIDE
o MEUSE BUFFER ___.(6150 SO.Fr.)..
J�04.+1C,SSj
�t1t�`4
1=
CONCRETE RAMP INSIDE
MEUSE BUFFER ZONE 1 ..(840 SO.FF.)..
„
EXCAVATED BASIN [
`a SEAL ••
UPLANDS ............ (679 SO.FT.).. f
iie L-2703 A',
EXCAVATED BASIN-WERAND,S
r,eg1
�ca•.� ' "
rrrr7777��h4im,S`
DS ........,...(871 Sam)-
m CAVAIm BASIN CHANNEL
REEK BOTTOM (391 SO.FT.)
yy'��
frl�i
......... j
EBRSED P�nUpsSEBAC
NO
NSFuuONaiO.Fr.). `
ISNRBED WETLANDS BULKHEADJ.
E BACK INSTALLATION (1611 .
i ----
H BELOW NORMAL WATER LEVEL
X.XK) HBGH ABOVE NORMAL WATER LEVEL
(263)
%P*
ra
+(-0.5) +(-3.0)
-(-33) +(-3.1)
MARSH
1(-1.4)
+(-1.4) -II
ASTAL MARSH 9 .(-32) •(-3.3)
ROBERT L. STALLINGS IV
STRUCTURE DETAILS AND IMPACT AREAS
CURRENT OWNER: ROBERF L SFAWNGS N
PROPERTY ADDRESS: 52 SLNERWOOD DRIVE
MERRITT NC 28556
DEED REFERENCE: DEED BOOK 574 PAGE 487
MAP REFERENCE PLAT CABA SL166-13 -
PLAT CABA SL169-17
TAX PARCEL NUMBER: L08-37-3
NUMBER TWO TOWNSHIP PAMLICO COUNTY NC
HERBERT J.NOBLES,JR.
PROFESSIONAL LAND SURVEYOR - L-2703
186 DAMPEN ROAD
BAYBORO, NORTH CAROLINA 28515
252 626-8634
.PROJECT NO. 2016-29 DATE: 09-01-2017
SCALE: 1"= 40' REV.: 01-08-2018
PERMIT2 IsHEEr 4 OF 5 SHEETS

TIE LINES 7
FROM A POINT 114AT IS THE JUNCTION
OF THE CENTERLINES OF PARADISE
SHORES ROAD (SR 1328) AND SILVERWOOD
DRIVE TO POINT Al.
S65'09'58'E 1687.22' I
COURSE BEARING DISTANCE
L-4 NO3'57'15'E 25.38'
PffTMAN CREEK
L-5 N49'14'17'E 66.94'
L-6 N40'16'38'E 86.77'
L-7 N32S2'124.13'
Mpl,
L-9 N06' 55`W 49.95'
QFyppPS OF
O
OFpf>-
p�F
F Op
FRCHTN
SITE
FOR o
U EXIICAVA711DN _ pR�g 04
oR1ac o�i°
p�4�1
OQOSgO 1p
pP /
G.ACURRENT
R08Wr L STAWNGS N
WETLAND DELINEATION FOR BOAT RAMP PROJECT
OWNER: ROBERT L STAWNGS NR01.1
rMC
PROPERTY ADDRESS: 52 SLIVERWOOD DRIVE
�MERRrIT
NC 28556
DEED REFERENCE: DEED BOOK 574 PAGE 487
SEAL,' 7o
MAP REFERENCE: PLAT CABA SL166-13 -
L-2703v
PLAT CABA SL169-17
TAX PARCEL
NAD 83\2011
NUMBER: L08-37-3
z
NORTHING: 501135.95'US SURVEY FEET
NUMBER TWO TOWNSHIP PAMLICO COUNTY NC
D aow,11- Q%
FASTING 2716236.62 NORTTH 9ATN FEET
HERBERT J.NOBLES;JR.
7636'18.10352T WEST LONGITUDE
PROFESSIONAL LAND SURVEYOR - L-2703
y� ,/
�J
1OR CAMPRN ROAD
....
%'l:.fGg'"L/�
BAYBORO, NORTH CAROUNA 28515
GRAPHIC SCALF
SCALE: 4'= PROJECT NO. 2016-29 DATE 09-07-2017
0 1D ZO 30 40 80 w�.,,. e. rdo<r/ _.

Project: Major CAMA Permit Application
Project Owner: Robert L. Stallings IV
Site Address: 52 Silverwood Drive
Merritt NC, 28556
Avoidance and Minimalization
Alternate 2
Reduced amount of Channel Dredging
Pittman Creek

.&w
.4v
N34-23.47-V
1 99.46
138. 7' �,m
pn••.• 3257 PINE
.� oCAS, O . ROA
�sslos.<i2,.
N26'46'40"W 3.2 ' .� `=;4L(2_29-20��'•�
SEAS_
N2757'31"W 7.9 i1 L-2703
N20'48'02"W .70 �v yQ�•!'9�._ �y0�'��:
N 19'35'03"W
J.
0:
0
z
a
a
N19'37'57"W
z
z
N19'36'32"W
N20'12'12'W
CURRENT OWNER: ROBERT L SfAWNGS IV
PROPERTY ADDRESS: 52 SLIVERWOOD DRIVE
MERRITT NC 28556
DEED REFERENCE DEED BOOT( 574 PAGE 487
MAP REFERENCE: PLAT CAB.A SL.166-13 -
PLAT CABA SL169-17
TAX PARCEL NUMBER: L08-37-3
BAYBORO,• NORTH CAROLINA 28515
252 626-8634
SCALE: 1'�o0' PROJECT NO. 2016-29 DATE 09 01 2017
SHEE1 1 OF 5
147-20
PARCEL #:LD9-12
PIITMAN CRM
ROBERi L S ILINGS, N
26.047 ACRES TOTAL
EXISTING
HOME SITE
JANE P. MCIAWHORN
5809 NO 17 NWY 5
NEW BERN NO 28562
DEED BOOK 519 PACE 441
TAX PARCEL Q: 1.091-122

NORTHEAST CORNER OF BOAT RAMP
NORTHING: 501301.38 SFT,
EASTING: 2716362.70 SFT.
5 NC GRID
(-X.)4 - DM'M BELOW NORMAL WA7iR
ALL DISTANCES SHOWN ARE HORIZONTAL
GROUND MEASUREMENTS.
= 75' C.AMA A.E.C. PRE -
CONSTRUCTION
—.— = WETLAND LIMITS
-- = COASTAL MARSH LIMITS
/ MARY THOMAS GRADY
•(-y9) 3604 BARONS WAY
K-�t)
•(� t) PITTMAN CRIIEEK
Kam)
-N66'05'42'E 36.22'
0-1 6RE 12.00'
3 05'42V 30.64' -
ti `0 114'
•� O - �'� �
LAMA 3
�• E
F` Sat//�i
i
6A.2
�CAMA 2
N66
o.
g0. 0p��PpSiA s�
j MARSH
t���
2q3.
CAMA 1
Apo Rqa'
3p"Po
COURSE BEARING DISTANCE
r�• \� 511.201 h
L-1
532'44'08"E
6.98'
rya o ry, p CH�2B�f
ye„�' ho lob pc21•
L-2
L-3
S56'46'30"E
SOF05'55"E
14.06'
6.61'
o . wj'1�0 d'
O 0 �' P b I o -�
L-4
L-5
NO3'57'15"E
N49'14'17'E
25.38'
66.94'
n
Q' ^ n Al
L-6
N4(r16'38'E
86.77'
n I a
L-7
N32'52'15W
24.13'
m
L-8
L-9
N53'46'41'W
N06'29'55'W
32.96'
,
GRAPHIC SCALE
49.95'
2 lD
m m0
vfOj
op __0
15 30 45 60
EXISTING HOME SITE
MAP PARFFCO,�!(IVBtTg:L l3S8©6 .
SEAL
L-2703
J-2.5) K-3.3) ��WM
,( PRTMAN CREEK
a(-3.5)
SURVEYED FOR
ROBERT L STAWNGS N
PROJECT LOCATION WITH SOUNDINGS
CURRENT OWNER: ROBERT L STALLINGS N
PROPERTY ADDRESS: 52 SLIVERW00D DRIVE
MERRITT NC 28555
DEED REFERENCE DEED BOOK 574 PAGE 487
n
MAP REFERENCE: PLAT CABA SL166-13 -
1p
PLAT CAB.A SL.169-17
TAX PARCEL NUMBER: LOB-37-3
NUMBER TWO TOWNSHIP PAMUCO COUNTY NC
HERBERT J.NOBLES,JR.
PROFESSIONAL LAND SURVEYOR - L-2703
0 z
186 CAMPEN ROAD
BAYBORO, NORTH CAROLINA 28515
252 626-8634
SCALE: 1"- 60•
PROJECT NO. 2016-29
DATE: 09-01-2017
SHEET 2 OF y'F

COURSE
BEARING
L-1
532.44'08'E
L-2
S56'46'30'E
L-3
S06.05'55'E
L-4
NO3'57'15'E
L-5
N49'14'17'E
L-6
N4016'387
L-7
N32'52'1 SW
L-8
N53.46'41'W
L-9
N06'29'55 W
DISTANCE
6.98'
14.06'
6.61'
25.38'
66.94'
86.77'
24.13' h
32.96'
49.95'
n
Ton
z 1�A9'
Nals
PROPOSED SITE
FOR UNCLASSIFIED c7 cj 42E 9491,
EXCAVATION o. Z 66g0 i
S27
gy,4211'
q0 M1 p 551'� 1.fi �
=,y'� aolycP Im �2�.6z
P �'SO• I -
2� a
J
�P n Al
^m `4
w 3
m
a I c
EXISDNG HOME SITE
PITTMAN CREEK
`(-3'3) +.3.1)
5
(1.84) 11.5L-2 i
2.41' 66'05'42'W 30.64'
6p2"0�r V 4.5
42 ����yyM��i AMq 3 v •(- )
2 `�` .Nc eAll
S%C
-z%-
.�� SEAL
i - L-2703
i
y r
6
1
ROBM L SiAWNGS N
SOUNDINGS AND GROUND HEIGHTS
CURRENT OWNER ROBERT L STAWNGS N
PROPERTY ADDRESS: 52 SLIVERWOOD DRIVE
MERRITT NC 28556
DEED REFERENCE DEED BOOK 574 PAGE 487
MAP REFERENCE: PLAT CABA SL166-13 -
PLAT CABA SL769-17
TAX PARCEL NUMBER: L08-37-3
NUMBER TWO TOWNSHIP PAMUCO COUNTY NC
HERBERT J.NOBLES,JR.
PROFESSIONAL LAND SURVEYOR - L-2703
186 CAMPEN ROAD
BAYBORO. NORTH CAROLINA 28515
•(-&3) 1 (-&v
1.= I PROJECT NO. 2016-29 IDATE 09 01 2017

(2.63)
F
(2.87)
LEDGEND
pO/ / pWET
\O
AND (404) LIMIT
TAL MARSH LIMITN
USE DUFFER ZONE 1MUSE OFFER LONE 21-D)LIMOS
DISTURBANCE (LD)(OLHFAD
�ONC
EA TIE BACKS)
DRIVE TO RAMP NEUSE
NEUSE BUFFER ZONE 1..(201 SO.FT.)..
60• kk CAq~AA�i
,m NEUEFS: TBUFFERP ZONE 2 .(413 SQ.FT.)..
FES S% �DR
O%y /A�
VE TO RAMP OUTSIIJF
HOUSE BUFFER .......(6150 SO.FT.)..
L�
�nn��79( `,�
CONCRFTk RAMP INSIDE
I mp NEUSE BUFFER ZONE 1
y c2�
..(840
SE/1L `
EXCAVATED BASIN
L-2703
UPLANDS ...............679 SO.FT.)..
,
E%CAV.ATFD BASIN -WETLANDS
• NO
Im NETT ANDS.............(871 SO.FT.)..
P �JOr ��
N XCAVATEO BASIN CHANNEL
'ec •_ GURV�.I; y,,,��
iv REEK BOIIUM (391 SO.FT.)...........
•`-RB�V
rAA
ISIURBED UPLAND (BULKHEAD
JIS
Aq 11i `
BACK INSTALLATION 1316
�' ISNO kdED WETLANDS LKNEAO
TIE BACK INSTALLATION (1611 SO.FT.).
DISTURBED COASTAL MARSH BULKHEAD
TIE BACK INSTALLATIONS SLi-SfTT�
*(-0.5) +(-3.0)
4(-J.I)
-(-3.3) 4(-3.1)
K-1.4) "I I
�(ll
ASTAL MARSH o ♦(-3.2)
m _o
F �
(J
z
K-1.2)
K-2.1)
ROSEW L STAWNGS IV
STRUCTURE DETAILS AND IMPACT AREAS
CURRENT OWNER: ROBERT L STALUNGS N
PROPERTY ADDRESS: 52 SLNERWOOD DRIVE
MERRIIT NC 28556
DEED REFERENCE: DEED BOOK 574 PAGE 487
MAP REFERENCE PLAT CAB.A SL166-13 -
PLAT CABA SL169-17
TAX PARCEL NUMBER: L08-37-3
NUMBER TWO TOWNSHIP PAMLICO COUNTY INC
HERBERT J.NOBLES,JR.
PROFESSIONAL LAND SURVEYOR - L-2703
186 CAMPEN ROAD
BAYSCRO, NORTH CAROLINA 28615
252 626-8634
PROJECT NO. 2016-29 DATE 09-01-2017
SCALE: 1'= 40'
PERMIT2 I SHEET 4 OF 5 SHEETS

TIE LINES
FROM A POINT THAT IS THE JUNCTION
OF THE CENTERLINES OF PARADISE
SHORES ROAD (SR 1328) AND SILVERWOOD
DRIVE TO POINT Al.
S65'09'58'E 1687.22'
COURSE BEARING DISTANCE
L-4 NO3'57'15"E 25.38'
L-5 N49'14'17E 66.94'
L-6 N40'16'38"E 86.77'
L-7 N325Y15'W 24.13'
L-8 N5346'41'W 32.96'
L-9 NOB'29'55'W 49.95'
SITE
FOR
UNCI.A.SSIFIED
EXCAVATION
4ROPO��D
SEAL
L-2703 "
z
3
Al = NC GRID NAG 83\2011
NORTHING: 501135.95'US SURVEY FEET
EASIING: 2716236.62 US SURVEY FEET
35'06'11.603082" NORTH LATITUDE
76'36'18.103527" WEST LONGITUDE
GRAPHIC SCALE
0 10 20 30 40 60
PTTIAIAN CREEK
PR 0a5N
ROBERT L
fTi
CURRENT OWNER: ROBERT L. STAWNGS W
PROPERTY ADDRESS: 52 SLIVERWOOD DRIVE
MERRITT NC 28556
DEED REFERENCE: DEED BOOK 574 PAGE 487
MAP REFERENCE: PLAT CAB.A SL166-13 —
PLAT CABA SL169-17
TAX PARCEL NUMBER: LOS-37-3
NUMBER TWO TOWNSHIP- PAMLICO COUNTY NC
HERBERT J.NOBLES,JR.
PROFESSIONAL LAND SURVEYOR — L-2703
186 CAMPEN ROAD
BAYBORO, NORTH CAROLINA 28515
252 626-8634
SCALE: i"— PROJECT NO. 2016-29 DA7E 09-07-2017
WEIMAPI jwizo%$ w-4

Water Resources
ENVIRONMENTAL QUALITY
February 9, 2018
CERTIFIED MAIL: 70081300 00001124 5264
RETURN RECEIPT REQUESTED
ROY COOPER
Goveruar
MICHAEL S. REGAN
See lar
LINDA CULPEPP.ER
Interim Dhecloc
DWR # 17-1298
PAMLICO County
RECEIVED
Mr. Robert L. Stallings, Iv FEB 1 2 2018
PO Box 12327
New Bern, NC 28561 MP SECTION MHD
Subject: DENIAL OF 401 WATER QUALITY CERTIFICATION AND BUFFER AUTHORIZATION
CERTIFICATE
Stallings Property —Upland Basin and Ramp
Dear Mr. Stallings:
On October 11, 2017, the Division of Water Resources (Division) received your application dated
October 9, 2017, requesting a 401 Water Quality and Buffer Authorization Certifications from the
Division for the subject project, with subsequent information received on January 8, 2018..
Pursuant to 15A NCAC 02H .0506, a certification shall be issued when the Director determines
that water quality standards are met, including protection of existing uses. The project has not
met the following requirements:
15A NCAC 02H .0506(b)(1). (c)(1) and (d)(1)(A)
"has no practical alternative as described in Paragraph (f) of this Rule"
There are practical alternatives available utilizing other construction methodologies or
alternative designs and layouts that would avoid or result in less adverse impact to open
waters (Class SA; HWQ, NSW, designated Primary Nursery Area (PNA)), wetlands (Class
WL) and coastal wetlands (Class SWL).
s 15A NCAC 02H .0506(c)(2)
"does not result in the degradation of groundwater orsurface waters"
There would be degradation of surface waters from proposed dredging for an access
channel within the waters of Pittman Creek, which are classified as SA; HQW, NSW (by
the Environmental Management Commission) and PNA (by the Division of Marine
Fisheries). In addition, there would be degradation of surface waters as the wetland
system proposed to be impacted by the upland basin and dredging is riparian wetlands,
which serves as a buffer to protect water quality of Pittman Creek.
State of North Carolina I Envuoomental Quality I Water Resources
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919 807 6300

Stallings Property— Upland Basin.and Boat Ramp
DW RN 2017-1298
Denial Letter
Page 2'of 3
In accordance with 15A NCAC 02H .0507(e) your application for a 401 Water Civality
Certification is herebydenied.
Pursuant to•15A NCAC 028.0233(8), a buffer Authorization Certificate shall be issued upon a no_
practical alternatives determination. The project has not met the following requirements:
•. 15A NCAC 02B .0233(8)(a)
".. make a finding of fact as to whether the following requirements have been met in
support of 'a ''no practical alternatives" determination..."
There are practical alternatives available utilizing other -construction methodologies or
alternative designs and layouts that would avoid or result in less adverse impact to open
waters (Class SA; HWQ, NSW, designated Primary Nursery Area (PNA)), wetlands (Class
WL) and coastal wetlands (Class SWL).
In accordance with 15A NCAC 02B .0233(8) your application fora buffer Authorization
Certificate is hereby denied.
This decision can be contested as provided.in General Statute 150E by filing.a written petition for
an administrative hearing tothe Office of Administrative Hearings (hereby known as OAH) within
sixty (60) calendar days.
A petition form may be obtained from the OAH at http://www.ncoah.com/ or by calling the OAH
Clerk's Office at [phone] for information. A petition is considered filed when the original
and one (1)copy along with any applicable OAHfiling fee is received in the OAH during normal
office hours (Monday through Friday between 8t00am ,and 5:00pm; excluding official state
holidays).
The petition may be faxed to the OAH at [phone], provided the original and one :copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
If sending via. US Postal Service: If sending via delivery service (UPS, FedEx, etc):
Office of Administrative Hearings Office of Administrative. Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh, NC27699-6714 Raleigh, NC 27609-6285
RECEIVED
FEB 1 2 2018
MP SECTION MHD

Stallings Property — Upland Basin and Boat Ramp
DWRp'2017-1298
Denial Letter
Page 3 of 3
One (1) copy of the petition must also be served to DEQ:
William F. Lane, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC'27699-1601
This completes the review of the Division under section 401 ofthe Clean WaterAct and the Neuse
River Basin Riparian Buffer Rules. Please be aware that you have no authorization under Section
401 of the. Clean Water Act or 15A NCAC.02B .0233 for this activity and any work done within
waters of the state or protected riparian buffers may be a violation of North Carolina General
Statutes and Administrative Code.
Contact Anthony Scarbraugh at 252-948-3524 or [e-mail] or Karen
Higgins at 919-807-6360'or [e-mail] if you have any questions or concerns.
Sincerely,
I
Lin a Culpepper, Interim Director
Division of Water Resources
cc: Ms. Amy P. Wang, Ward and Smith, P.A., P.O. Box 867, New Bern, NC
Jesse Cahoon, Bobby Cahoon Construction,. Inc., 6003 Neuse Rd, Grantsboro, NC 28529
Josh Pelletier, USACE Washington. Regulatory Field Office (via email)
Todd Bowers, EPA (via email)
Doug Huggett, DCM Morehead City (via email)
Brad Connell, DCM WaRO
DWR WaRO401files
Laserfiche
Filename: 171298sta Illn gsPrope rty(Pam lico)_401—D enla I
RECEIVE®
FEB 1 2 2018
MP SECTION MHC

IL
N.C,�
Coastal Management -
ENVIRONMENTAL QUALITY
October 9, 2017
MEMORANDUM:.
TO:
FROM:
,•,SUBJECT:
-Applicant:
'."Project Location:
ROY COOPER
Covcrrlor
MICHAEL S. REGAN
secretary
BRAXTON C. DAVIS
Director
Lee Padrick
Division of Community Assistance
Gregg Bodnar
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application,Review
Robert Stallings, IV
Pamlico County, adjacent to a tributary of Pittman Creek at 52 Silverwood
Dr., near Merritt.
4Proposed_Project: Proposes to construct a bulkheaded`upland basin and channel excavation
for personal use adjacent to Pittman Creek.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by Octo, &,29, 2017. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. Ext. 214. When appropriate, in-depth comments with
supporting data.is requested.
REPLY:- 17us agency has no objection to the project as proposed.
Ik
✓ This agency has no comment on the proposed project.
This:, agency approves of the project only if the recommended changes are
u „ incorporated. See attached,
i l��lroCri .
}Thrs ;agency..objects 'to the project for reasons described in the attached
comments .,
Z
SIGNED tea' DATE
Nofhing Compares
State orNorthcarotln I Environmental Quality I Coastal Management
. MomheadChy Oface 14000dramercepvenue I Morehead Gty, NC 2B557
2528082808

w
Coastal Management
ENVIRONMENTAL OUALRY
October 9, 2017
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
ROY COOPER
00Y8rnor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Dfrwwr
,n--\--I.%0•\0-0A
Maria Dunn
NC Wildlife Resources Commission
Gregg Bodnar
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Robert Stallings, IV
"
OCT 2017
W.MVIED
Nablt t
CM800di 1
FROM
RECEIVED
NOV 13 2017
DCM- MHD CITY
Pamlico County, adjacent to a tributary of Pittman Creek at 52 Silverwood
Dr., near Merritt.
Proposes to construct a bulkheaded upland basin and channel excavation
for personal use adjacent to Pittman Creek.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by October 29, 2017. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. Ext. 214. When appropriate, in-depth comments with
supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED NJ DATE 11-8-2,D1-4-
Nothing Compares
State of North Carolina I Environmental Qualtty I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead Oty, NC 28557
252 808 2808

® North Carolina Wildlife Resources Commission
Gordon Myers, Executive Director
ul u[131XVI111Ju1
TO: Gregg Bodnar
Division of Coastal Management
North Carolina Department of Environmental Quality
RECEIVED
FROM: Maria T. Dunn, Coastal Coordinator
NOV 13 2017
Habitat Conservation Division
DATE: November 8, 2017
DCM- MHD CITY
SUBJECT: CAMA Dredge/Fill Permit Application for Robert Stallings, IV,
Pamlico County,
North Carolina.
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) reviewed the permit
application with regard to impacts on fish and wildlife resources. The project site is located at 52
Silverwood Drive adjacent a tributary to Pitman Creek in Merritt, NC. Our comments are provided in
accordance with provisions of the Coastal Area Management Act (G.S. 113A-100 through 113A-128), as
amended, Sections 401 and 404 of the Clean Water Act, as amended, and the Fish and Wildlife
Coordination Act (48 Stat. 401, as amended, 16 U.S.C. 661 et seq.).
The applicant proposes to construct a bulkheaded upland basin, boat ramp, and excavate an access
channel for personal use. The basin would be 65' by 25' and positioned 65' landward the NWL.
Excavation for the basin would include a 30' wide area of Section 404 wetlands. Final water depths are
proposed to be -3.3' NWL. A 2l' by 20' wide ramp is proposed to be installed at the west end of the
basin and extend 20' into the newly excavated basin. The basin and shoreline would be stabilized with
vinyl bulkhead. A 4' by 65' long staging dock would be constructed within the basin. To access deeper
water within the waterbody, a 25' by 92' channel to a depth of -3.3' is proposed to be dredged Material
from the excavation activities would be placed onsite within a 60' by 60' spoil area. A 20' by 328'gravel
access drive would be constructed to the basin to give access to the applicant's 26.5-acre parcel. Pittman
Creek and its tributaries are classified SA HQW by the Environmental Management Commission, are
subject to the NC Division of Water Resources' Neuse Basin Buffer Rules, and are designated a Primary
Nursery Area (PNA) by the NC Division of Marine Fisheries (NCDMF).
The NCWRC has reviewed the permit application and is very concerned with the impacts associated with
the project. We do not believe avoidance and minimization to wetlands and PNA functioning waters have
been demonstrated. There is no history of previously permitted or even historically dredged projects in the
Mailing Address: Habitat Conservation • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] • Far: [phone]

P
area; therefore, this would be a newly permitted project in an area that functions as a PNA. The NCDMF
defines a PNA as "those areas in the estuarine system where initial — post larval development takes place.
These are areas where populations are uniformly early juveniles". These designated areas and areas that
function as PNAs are vital to numerous fish and crustacean populations and should be protected Because
of this habitat's importance, the NCWRC generally does not support new dredge activities in areas that
function as PNAs.
Therefore, the NCWRC requests the applicant present an alternative analysis that demonstrates avoidance
and minimization of impacts to PNA, shallow water habitat, and riparian wetland resources. This analysis
should include a purpose and need for the private access and depending upon impacts after avoidance and
minimization, a mitigation proposal. Other than not supporting new dredging in functioning PNAs, the
NCWRC also does not support boat ramps that terminate in water depths less than -3' NWL. This should
be considered when considering alternatives.
We appreciate the opportunity to review and comment on this permit application and look forward to any
additional information as it becomes available. If it is determined a scoping meeting with agencies should
be conducted, we request an invitation. Please do not hesitate to contact me at [phone] or at
maria.dunnnae ncwildlife. org if I can be of additional assistance.
RECEIVED
NOV 13 2017
DCM- MHO CITY

Coastal Management'
ENVIRONMENTAL QUALITY
October 9, 2017
MEMORANDUM: -
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
Rachel Love-Adrick
Division of Coastal Management
Gregg Bodnar
Major Permits Processing Coordinator.
CAMA/DREDGE & FILL Permit Application Review
Robert Stallings, IV
Pamlico County, adjacent to a tributary of Pittman Creek at 52 Silverwood
Dr., near Merritt.
Proposes to construct a bulkheaded' upland basin and channel excavation
for personal use adjacent to Pittman Creek.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by October 29, 2017. If you have any questions regarding the proposed project, please contact Brad
Connell, permit ofcer at [phone]. Ext. 214. When appropriate, in-depth comments with
supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has 91 comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
(1
SIGNE DATE l7 2 5 [ 2-0 l �—
Nothing Compares_�_,
State of North Carolina I Environmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
2528082808

Coastal Management
ENVIRONMENTAL QUALITY
MEMORANDUM
TO: Gregg Bodnar, Major Permits Processing Coordinator
Division of Coastal Management
FROM: Rachel Love-Adrick, District ment c"IK Planner nsf� ,
Division of Coastal Manage
SUBJECT: Major Permit Request by Robert Stallings, IV
DATE: October 25, 2017
ROY COOPER
Governm
MICHAEL S. REGAN
Sccrc(on'
BRAXTON C. DAVIS
Director
Consistency Determination: Multiple relevant policies to this proposed development in the Pamlico
County Joint CAMA Land Use Plan defer to CRC Rules regarding to uses in AECs. The proposed dredging
in PNA is not consistent with CRC Rule 15A NCAC 07H.0208(2)(A), NCAC 07H.0208(b)(1), and 15A NCAC
07H .1505(10). As the Land Use Plan defers to CRC Rules, the request is found to be consistent with the
Pamlico County Joint CAMA Land Use Plan certified by the CRC on January 28, 2005, provided the
applicant is granted a variance to these rules by the CRC.
Overview: The applicant is proposing to construct an upland basin, boat ramp, vinyl bulkhead, gravel
driveway excavation, and spoil disposal area adjacent to Pittman Creek at 52 Silverwood Drive, near
Merritt, Pamlico County. The 26.5-acre parcel has approximately 1,353' of continuous shorelines along
Pittman Creek. Existing onsite development includes a dwelling, vinyl bulkhead, and dock. Vegetation
on the parcel is mainly native trees and shrubs. There are Coastal Wetlands (Juncus roemerianus) and
non -coastal wetlands within the project area. Areas of Environmental Concern affected include: Coastal
Wetlands (CW), Estuarine Shoreline (ES), Estuarine Waters (EW) and Public Trust Areas (PTA).
The tributary of Pittman Creek is approximately 190' across at this location. The waterbody is classified
as SA;HWQ;NSW. The site is classified as a Primary Nursery Area, and is closed to shellfishing.
Submerged Aquatic vegetation (SAV) is not present at this location. There is not a defined Federal
Channel in the nearby vicinity of the project area. The project is subject to the Neuse River Riparian
Buffer Rules. This area has not previously been dredged.
Anticipated impacts resulting from this project are expected to include: the proposed boat basin would
excavate 750 ft2 of high ground and 875 ft2 of 404 wetlands. The proposed access channel would
excavate 2,300 ft2 of shallow bottom PNA habitat. The boat ramp, vinyl bulkhead, gravel driveway, and
spoil disposal area would fill 10,160 ft2 high ground and 1,500 ft2 of Section 404 Wetlands. The northern
terminus of the proposed bulkhead would impact 225 ft2 of Coastal Wetlands (Juncus roemerianus).
Traditional marine methodology would be utilized during construction. Turbidity impacts are
Nothing Compares..-,..,,..
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Avenue I Morehead City, NC 28557
252-808-2808 1252-247-3330 (fm)

North Carolina Department of Environmental Quality
Division of Coastal Management
Page 2 of 3
MEMORANDUM -
anticipated in Pittman Creek during the construction. Future on -going maintenance of the proposed
access channel is anticipated. .
Basis for Determination:
The project is subject to the Pamlico County Joint CAMA Land Use Plan. The Future Land Use Map
(FLUM) classifies the site as "Rural with Services", "Conservation I" (due to Estuarine Waters AEC),
"Conservation II" (due to the properties shoreline that border Estuarine Waters and Primary Nursery
Area), and "Conservation III" (due to the properties Coastal Wetlands), and "Conservation IV"( due to
the properties non -coastal wetlands). The conservation land use designations are defined as follows:
• Conservation I - "The purpose of this classification is to protect and to assist in the long-term
management of the county's estuarine and public trust waters.... The counties primary goal is
to "(1) to allow only those water uses and land uses in this classification that are consistent with
conservation of these waters; and (2) to protect the public's rights to access, navigation and
recreation. The county also allows development activities in this classification that require
water access and that cannot function elsewhere, if these uses are designed, developed, and
operated in a manner that is consistent with the primary goal. Examples of these uses include
erosion control structures, docks and piers, marinas; and mooring pilings.
• Conservation II - "establishes a permanent conservation zone for all land within 75 feet of the
natural mean high water level for all shorelines bordering primary nursery areas, estuarine
waters, and public trust waters. Man-made ditches, canals, and basins are excluded from this
classification".
"All construction activities are prohibited in this zone, except for those permitted under the
CAMA use standards for estuarine waters and coastal wetlands. Generally, these uses are those
that require water access and that cannot function in another location, such as piers and docks,
boat ramps, marinas, and erosion prevention structures".
• Conservation III - "encompasses areas in the county that are designated as coastal wetlands...
The county's primary goal for this land use classification is to protect the biological, aesthetic,
economic, and life-style values associated with wetlands. To achieve this goal, the county will
only support land uses and development that are consistent with the goal and that require
water access and that cannot function elsewhere. These uses include those described in the
CAMA use standards for coastal wetlands'o TISA NCAc 07N.0205(d)
• Conservation IV —'This classification includes areas that are designated as non -coastal wetlands
(sometimes referred to as "404" wetlands) ...... The county will only support development in
these areas that does not alter their unique character, that preserves their values, and that is
consistent with local, state, and federal requirements. Gross development density for the area
in Conservation IV is projected to be 1 dwelling for every 75 acres or less. Site development
density should not exceed the equivalent of 1 dwelling unit per 2 acres.
The following LUP policies may be applicable to this request:
Nothing Compares:--.._
State of North Carolina I Environnann al Quality I Coastal Management
400 Commerce Avenue I Morehead City, NC 28557
252408-28081252-247-3330(fax)

North garolina Department of Environmental Quality
Division of Coastal Management
Page 3 of 3
2.0 Land Use Compatibility
MEMORANDUM
2.1 Pamlico County strongly discourages any uses in estuarine waters that are not compatible with protection
and conservation of their biological and community values.
2.1.1 Only development associated with water -dependent uses is allowed. Examples of appropriate
development may include public access facilities, docks and piers, erosion control structures, or other
uses that are permitted by CAMA use standards' NCAcnsA:07H.0209
2.1.2 In all cases, the design of facilities or activities will ensure that any negative impacts on
estuarine waters, during both construction and operation, are minimized and thatthey comply
with all local policies and the policies of CAMA use standards.
2.2 The county strongly supports protection and conservation of its coastal wetlands, due to the essential role
that they play in protecting water quality and providing food and habitat for fish and wildlife.
2.2.1 Pamlico County endorses the CAMA policies and use standards for coastal wetlands and the
development permit process as an effective tool for conserving coastal wetlands.
2.3 The county strongly supports management of development in its estuarine shoreline to protect water
quality and the aesthetics of the waterfront.
2.3.1 The county supports the CAMA use standards4NCACT15A:07H.0209 for estuarine shorelines.
2.3.3 The county establishes a local, permanent conservation zone within 75 feet of the normal mean
high water level or normal water level for all shorelines bordering public trust waters, estuarine waters,
and any waters designated as primary nursery areas.
2.3.3.1 All development and construction activities will be prohibited in this area except for
the following uses: marinas, docks and piers, boat ramps and similar structures providing public
access; and structures to prevent erosion as described in the Public Access policies section.
' Nothing Compares �..
Stale of Noah Carolina I Environ nenml Quality I Coastal Manageonat
400 Commerce Avenue I Morehead City, NC 28557
252-808-28081252-247-3330(fax)

y
�auttal.l tda'?�i�eitten#"
��?YiRadM9riln4'Auiu,Lrr.
October 9, 2017
MEMORANDUM:
TO:'
SUBJECT:
Applicant:
Project Location:
ROY COOPER
rS'we. Mdr .
MICH'AEL S. REGAN
BRAXTON C. DAVIS
kriteaMY
RECEIVED.
OCT 1.1 2017
DW-Ffsherles
r'
. WARO
Shane Staples
Divisiowof Coastal Management
Gregg Bodnar
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application..Review
Robert Stallings, IV
Pamlico 'County; adjacent to a tributary of Pittman Creek at 52 Silverwood
Dr., near Merritt.
Proposed Project: Proposes to construct.a bulkheaded•upland basin and channel excavation
for personal use adjacent•to Pittman Creek.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by October 29, 2017 If you have anyquestions regarding the proposed project, please contact. Brad
Connell, permit officer at [phone]..Ext. 214. When appropriate, in-depth comments with
supporting data is requested.
REPLY:
This agency has no objection to the project as proposed.
This agency has no. comment on the proposed project.
_ This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED b DATE 6117
ot�htng Compares�,�. ,
8tateefNartk'C=BW I eMtaoncaenWQuality IcoaataLmanagement
Morehead City Offtee 1400 CammeceeAv nue.l Morehead'Clty NC MW
2828082808 1 -

CoastatManagement
ENVIRONMENTAL OVALITY
NVEMORANDUM:
TO: Gregg Bodnar, Assistant Major Permits Coordinator
FROM: Shane Staples, DCM Fisheries Resource Specialist
SUBJECT: Robert Stallings, IV
DATE: 10/26/17
ROY C'OQPER
doom
BRAXTON C. DAVIS
ENrsicrW
A North Carolina Division of Coastal Management (DCM) Fisheries Resource Specialist has reviewed
the subject permit application for proposed actions that impact fish and fish habitats. The applicant
proposes to construct an upland boat basin, boat ramp, as well as excavate an access channel to the basin
in Pittman Creek, a tributary of Lower Broad Creek in the Neuse River basin near Merritt, NC. The basin
is proposed as a rectangular cut landward 65' and 25' in width and stabilized by 204' of vinyl bulkhead.
The boat ramp would be at the head of the basin and would measure 40' in length and 21' in width. An
access channel is proposed to excavated into Pittman Creek 92' in length and 25' wide to a depth of -3.3
NWL. Spoil will be stored on site and an access gravel drive is proposed for access to the ramp. Impacts
include 750 square feet of high ground and 875 square feet of 404 wetlands for the boat basin; 2,300
square feet of shallow bottom PNA for the access channel; the bulkhead would impact 225 square feet of
coastal wetlands; and the ramp, spoil disposal, and gravel drive would incorporate 16,160 square feet of
high ground and 1,500 square feet of 404 wetlands.
Pittman Creek has been designated by the Division of Marine Fisheries as Primary Nursery Area. This
designation means the area has been deemed extremely important habitat for larval and juvenile finfish
and shellfish such as red drum, speckled trout, spot, croaker, blue crabs, and shrimp. The project as
proposed will have significant adverse impacts to shallow bottom PNA habitat in Pittman Creek and this
office objects to the project as proposed. These concerns were expressed to an agent of the applicant on
March 15, 2017. Alternatives to avoid and minimize impacts were expressed by agency representatives at
this meeting including building a pier and platform with slips to keep vessels and launching vessels at an
existing ramp, the closest of which exists less 1 mile from the property by land or water. Little can be
done to the project as proposed to remove this offices objection based on the significant negative habitat
impact. Alternatives that do not require the excavation of PNA bottom habitat should be explored as
expressed during the scoping process.
Contact Shane Staples at [phone] or [e-mail] with further questions or
concerns.
StateofNorth .Carolina I Envirwwraal Qualty I Coastai'.Managemeah
Washington office 1949 Washing!°° Square Ma81. WashingtomNorth CarnMa27889
252946"81

Coastal Management
ENVIRONMENTAL QUALITY
MEMORANDUM:
TO: Gregg Bodnar, Assistant Major Permits Coordinator
FROM: Shane Staples, DCM Fisheries Resource Specialist
SUBJECT: Robert Stallings, Additional Information
DATE: 1/9/18
ROY COOPER
covemor
MICHAEL S. REGAN
Seactary,
BRAXTON C. DAVIS
alreaor
A North Carolina Division of Coastal Management (DCM) Fisheries Resource Specialist has reviewed
the additional information provided to the NC Division of Water Resources regarding the Stallings
Property Boat Basin in Pamlico County. DCM fisheries still strongly objects to the new dredging
proposed within this project. Primary Nursery Areas (PNA) are most critical to the early life stages of
marine and estuarine organisms. Locations, such as the project area, in the upper portion of an estuarine
tributary are where larval and post larval development occurs. The proposed excavation of an access
channel will be detrimental to PNA function due to the removal of detrital benthic substrate, increased
turbidity, and altering the benthic substrate. Furthermore, the attached study conducted by NCDMF in the
late 80's on the differences in dredged versus natural systems showed a significant drop in abundance of
species in dredged systems.
Contact Shane Staples at [phone] or [e-mail] with further questions or
concerns.
State. ofNonh Carolina I Environmental Quality l Coastal Management
WashingtonOffice 1943WasNngton Square Mall I Washington.North Carolina27889
2529466481

MEMO TO: Jess Hawkins
FROM: David Maya
SUBJECT: Effects of D/F Activities
DATE: March 6, 1990
During 1988 and 1989, two systems were sampled to see if any
difference could be found in species composition and relative
abundance between natural creeks and dredged creeks.
Pierce Creek in Pamlico County was sampled in 1988 in the natural
portion and in the dredged area where a marina development had been
built. Sampling took place monthly from April through July and the
catches were sorted by species and counted. A subsample of 30-60
individuals of each economically important species were measured to
the nearest mm. Both sample sites had a mean depth of 1.5 m and both
had mud for bottom composition. Table one shows a comparison of the
two sites in respect to species diversity and relative abundance.
Wright Creek in Beaufort County was sampled 1988-1989 in the
natural portion and in the area that was dredged for commercial boat
traffic. Sampling was identical to Pierce Creek. The natural side of
Wright's Creek had a mud bottom and a mean depth of 1 m while the
dredge side had a mud bottom and a mean depth of 3.2 m. Table 2 shows
a comparison of the two sites in Wright Creek.
Both study sites suggest that, while species diversity may not be
affected by dredging activities, relative abundance is affected. This
information is useful due to the increasing number of D/F permit
applications in primary nursery areas.

Table 1. Catch per unit effort (CPUE) data for Pierce Creek from
dredged and natural stations in 1988. CPUE is expressed as
the averaga.number per tow.
Species
spot
bay anchovy
Atlantic croaker
brown shrimp
blue crab
pinfish
Atlantic menhaden
southern flounder
silver perch
naked goby
green goby
hogchoker
pink shrimp
red drum
killifishes
striped mullet
OBSERVED:
shore shrimp
widgeon grass
Stations: F3N - natural
F3D - dredged
CPUE
Natural Dredged
439.8
172.8
35.0.
119.3
26.8
13.3
18.0
15.5
10.5
2.0
7.5
0.8
3.8
-
2.5
0.5
1.8
0.3
1.8
-
1.8
0.3
1.8
-
0.5
-
0.5
-
0.3
-
0.3
-

Table 2. Catch per unit effort (CPUE) data for Wright Creek from
dredged and natural stations in 1988-1989. CPUE is
expressed as the average number per tow.
Species
spot
bay anchovy
Atlantic croaker
Atlantic menhaden
brown shrimp
southern flounder
blue crab
naked goby
hogchoker
Tidewater silverside
green goby
American eel
inshore lizardfish
pipefish
rainwater killifish
silver perch
shore shrimp
widgeon grass
Stations: PUR3 - natural
PUR47 - dredged
CPUE
Natural Dredged
277.6
145.6
82.6
192.4
19.5
20.1
17.5
0.8
4.6
1.5
4.3
1.4
2.5
0.4
2.3
0.4
0.8
0.9
0.3
-
0.3
0.3
0.1
0.5
0.1
-
-
0.1
-
0.1
-
0.5

20
F
15
R
E
Q
U
10
E
N
5
Y
0
0
J
BLUE CRAB
LENGTH FREQUENCY
20 40 60 80 100 120
MIDPOINT LENGTH
PIERCE CREEK
DREDGED M NATURAL
1988 PROGRAM 120 DATA
140

12
F 10
E 8
Q
U 6
E
C 4
Y 2
0
BROWN SHRIMP
LENGTH FREQUENCY
0 20 40 60 80100
MIDPOINT LENGTH
PIERCE CREEK
DREDGED ® NATURAL
1983 PROGRAM 120 DATA
120 140

25
p 20
R
E 15
0
U
N 10
C
Y 5
n
ATLANTIC CROAKER
LENGTH FREQUENCY
0 20 40. 60 80 100
MIDPOINT LENGTH
PIERCE CREEK
DREDGED ® NATURAL
1988 PROGRAM 120 DATA
120

F 500
R E 400
Q
U 300
E
C 200
Y 100
[]
SPOT
LENGTH FREQUENCY
0 20 40 60 80 100 120
MIDPOINT LENGTH
PIERCE CREEK
DREDGED ® NATURAL
1988 PROGRAM 120 DATA
14U IOU

10
8
F
R
Q
s
U
E
4
N
C
Y
2
A
SOUTHERN FLOUNDER
LENGTH FREQUENCY
0 20 40 60 80 100 120 14U IOU IOU
MIDPOINT LENGTH
WRIGHT CREEK
DREDGED ® NATURAL
1988-89 PROGRAM 120 DATA

F
R
E.
Q
U
E
N
C
Y
14
12
10
8
6
4
2
0
BROWN SHRIMP
LENGTH FREQUENCY
0 20 40 60 80 100
MIDPOINT LENGTH
WRIGHT CREEK
® DREDGED ® NATURAL
1988-89 PROGRAM 120 DATA
12U 14U

70
.I
F
R 50
E
q 40
U
E 30
N
C 20
Y
10
0
ATLANTIC CROAKER
LENGTH FREQUENCY
0 20 40 60 au luu icv il*w •��
MIDPOINT LENGTH
WRIGHT CREEK
DREDGED ® NATURAL
1988-89 PROGRAM 120 DATA

3
F
R
E
Q
2
U
E
N
C
1
Y
BLUE CRAB
LENGTH FREQUENCY
0 20 40 60 80 100 12U 14U 16u IOU
MIDPOINT LENGTH
WRIGHT CREEK
DREDGED ®NATURAL
1988-89 PROGRAM 120 DATA

m
1000
F
800
R
E
600
U
E
400
C
Y
200
.❑
SPOT
LENGTH FREQUENCY
0 20 40 6u Su wu 1Lu l4u
MIDPOINT LENGTH
1988 PROGRAM 120 DATA
WRIGHT CREEK
•DREDGED ® NATURAL
IOU

Bodnar, Gregg
From:
Deaton, Anne
Sent:
Friday, March 02, 2018 11:49 AM
To:
Bodnar, Gregg
Cc:
Murphey, Steve; Staples, Shane
Subject:
Robert Stallings dredging boat basin and channel project
I have reviewed the attached project scope and comments of the DCM Fisheries Resource Specialist. I concur
with his assessment of impacts to Primary Nursery Area habitat and that there is a viable alternative to avoid
those impacts.
Anne Deaton
From: Bodnar, Gregg
Sent: Thursday, March 01, 2018 4:02 PM
To: Deaton, Anne <[e-mail]>
Subject: Attachments
Afternoon Anne,
Per the voicemail that I left. Please give me a call to discuss when you have a moment.
Thanks,
G regg
Gregg Bodnar
Assistant Major Permits Coordinator
Division of Coastal Management
Department of Environmental Quality
252 808 2808 ext 215 office
Gregg. Bodnar(a)ncdenr.gov
400 Commerce Ave
Morehead City, NC 28557
C..- 7'Nothing Compares --,,,
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Robert Stallings IV
LOCATION OF PROJECT SITE: The project is located adjacent to a tributary of
Pittman Creek at 52 Silverwood Drive, near Merritt, Pamlico County.
Latitude: 3516'13.25"N Longitude: 76°36'17.30"W
INVESTIGATION TYPE: CAMA/D&F
INVESTIGATIVE PROCEDURE: Date(s) of Site Visit — 8/30/16
Was Applicant or Agent Present —Yes
Photos Taken —No
PROCESSING PROCEDURE: Application Received — cc: 9/22/17
Office — MHC
SITE DESCRIPTION:
(A) Local Land Use Plan — Pamlico County (January 28, 2005)
Land Classification from LUP —Rural with Services
(B) AEC(s) Involved: CW, ES, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing — septic
Planned -none
(F) Type of Development: Existing — dwelling, bulkhead, and dock
Planned - excavation, bulkhead, and boat ramp
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
t 1 1 1C_ 1 1 1 ► 1�'.s_1_1
(A) Shallow Bottom
2,300 ftZ
(B) High Ground
750 ft2
10,160 ff2
(C) Coastal Wetlands 11
225 ftZ
(D) 404 Wetlands
875 ftZ
1,275 ftZ
(E) Total Area Disturbed: 15,585 ft2._.
(F) Primary Nursery Area: Yes
(G) Water Classification: SA; HQW, NSW Open: No
(H) Cultural Resources: None
Project Summary: The applicant wishes to construct a bulkheaded upland basin and
channel excavation for personal use adjacent to Pittman Creek, Pamlico County.

Field Investigation Report:
Stallings
Paee 2
Narrative Description:
Located within the Neuse River Basin, the property is adjacent to Pittman Creek (off Lower Broad
Creek) at 52 Silverwood Drive, near Merritt in Pamlico County. This private property is currently
developed with a dwelling, vinyl bulkhead, and dock. The adjacent riparian properties are similarly
developed.
The elevation of the high ground of the parcel is about 4' above the normal water level (nwl).
Vegetation on the parcel mainly consists of native trees and shrubs. There are Coastal Wetlands
(Juncus roemerianus) and non -Coastal Wetlands within the project area. The 26.5-acre parcel has
approximately 1,353' of continuous shoreline along Pittman Creek. Immediate offshore water
depths adjacent to the parcel range from —0.5' to —3' nwl. The subaqueous substrate is soft without
shell.
There is not a cultural resource in the nearby vicinity of the project area. This tributary of the
Pittman Creek waterbody is approximately 190' across at this location. These coastal waters are
classified as a Primary Nursery Area (PNA). Submerged aquatic vegetation (SAV) is not present at
this location. This area is closed to shellfish harvest and is classified as SA; HQW; Nutrient
Sensitive Waters. There is not a defined Federal Channel near this project area. This project area is
subject to the Neuse River Riparian Buffer Rules. This area has not been previously dredged.
Proposed Development:
The applicant proposes to construct an upland basin, boat ramp, and excavation adjacent to Pittman
Creek, near Merritt. The proposed development would take place at 52 Silverwood Drive, Pamlico
County. The proposal would be for the exclusive private use of the property owner.
The proposed boat basin would be 65' landward of the nwl and 25' wide (1,625 ft2). It would be
excavated through approximately 30' ofnon-Coastal Wetlands down to -3.3' NWL. A 40' long and
21' wide boat ramp is proposed at the west end of the proposed basin and would extend 20'
waterward into the basin. The excavated basin shoreline and boat ramp would be stabilized with
204' of vinyl bulkhead. A side -to staging dock is proposed within the basin along the south side.
This proposed dock would aid in the launch and retrieval of vessels at the proposed boat ramp. This
proposed dock would be 4' wide and 65' long.
The proposed excavation of an access channel would connect the proposed boat basin to the natural -
3.3' NWL contour of this tributary of Pittman Creek. The proposed access channel would be 92'
long and 25' wide with depths proposed to -3.3' nwl.
The proposed excavated spoil material is to be contained in a high ground area on site approximately
120' west of the proposed boat basin. The proposed spoil area would be 60' by 60'. A proposed
gravel access drive for ingress to the proposed boat ramp would be 328' long and 20' wide.
Brad Connell October 6, 2017 Morehead City

Field Investigation Report:
Stallings
Page 3
Anticipated Impacts:
The proposed boat basin would excavate 750 square feet of high ground and 875 square feet of 404
Wetlands. The proposed access channel would excavate 2,300 square feet of shallow bottom PNA
habitat. The proposed boat ramp, vinyl bulkhead, gravel driveway, and spoil disposal area would fill
10,160 square feet of high ground and 1,500 square feet of Section 404 Wetlands. The northern
terminus of the proposed bulkhead would impact 225 square feet of Coastal Wetlands (Juncus
roemerianus). Traditional marine construction methodology would be utilized during the
construction of this project. Turbidity impacts would be anticipated during construction activities in
Pittman Creek. Future on -going maintenance of the proposed access channel is anticipated.
These waters of Pittman Creek are classified as a Primary Nursery Area and have not been
previously excavated. There is not a cultural resource in the nearby vicinity of the project area.
This project area is subject to the Neuse River Riparian Buffer Rules. The presence of
submerged aquatic vegetation was not observed. This area is closed to shellfish harvest and is
classified as SA; HQW; Nutrient Sensitive Waters. There is not a defined Federal Channel near
the project area.
Brad Connell October 6, 2017 Morehead City

BOBBY CAHOON CONSTRUCTION, INC.
6003 Neuse Road
Grantsboro, NC 28529
Phone [phone]/ Fax [phone]
Licensed and Fully Insured
NCCC License 462120
Project Narrative
9/8/2017
Project Owner: Robert L. Stallings IV
Site Address: 52 Silverwood Drive
Merritt NC, 28556
The purpose for applying for this major development permit is construct and install a gravel
driveway leading to a concrete boat ramp on a private tract of land on Pittman Creek which is
currently used for timber along with a nearby home site. This specific location was chosen
because it is the area with the least amount of CAMA impact and has very little wetland and
404 impacts. The ramp will sit inside of a small bulkheaded boat basin that will have a small
dock walkway along one side of the bulkhead. This project is for the owner to have the
capability of launching small skiffs. This project can be broken into four stages.
Stage one: Digging and dredging
We will first install silt fencing along the water's edge at the project area. We will then
dig a 25' wide x 65' long basin landward with an existing land elevation of +2.7' that will have
an approximate water depth of 3.3'. We will also dredge a 21' wide access channel out far
enough (approx. 95') to reach the average existing creek channel depth of -3.3' where
currently has an average depth of-1.65'. We will use an excavator to do all of the digging and
dredging. The waterward area will be protected with a salinity curtain. It is possible that a
barge will be necessary for a portion of the channel dredging. The spoil will be staged on site
in a designated 60' x 60' spoil area in the upland high ground area outside of the Neuse River
buffer zone near the proposed gravel driveway and will be surrounded by silt fencing.
Stage two: Vinyl bulkheading and Wooden dock
Once the basin is dug, we intend to protect the new shoreline with vinyl bulkhead
sheeting along with wooden wales, pilings and wall cap. This wall will be secured with driven
dead man tieback anchors. The right side of the basin will have a 4' wide wooden walkway
extending the entire length of the basin. The pilings and wall sheeting will be installed using
an excavator with a vibratory hammer. All other work will be done using necessary hand tools
required for proper construction methods.
RECEIVED
SEP 2 2 2017
DCM- MHD CITY,,

Stage three: Concrete boat ramp
At the landward west end of the basin, we will install a 21' wide x 40' long x 5.5" thick
concrete boat ramp that will extend 20' waterward and 20' landward. The ramp will have steel
#4 rebar installed 12" oc squared and will be poured using 4000 psi concrete that will have a
rough finish to promote traction and prevent slipping. The ramp will be poured in place in the
manor of installing a temporary coffer dam and continuously pumping out the water until
concrete has set.
Stage four: Gravel driveway access
In the designated proposed driveway area, we will remove the necessary trees and
vegetation along with the top layer of decomposed soils (4-6") and pile up on site. We will
then install a filter cloth and approx. 6-8" of marl or granite gravel. This will be done using an
excavator along with a tracked skid steer with bucket.
Present Status of the proposed project:
No land has been cleared and no work has been started at this time.
ci�8Ve
SEP 2 2 Z017
DCM- MHD CITY
2/2

DOM MP-1
APPLICATION for
Major Development Permit
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. PrimaryApplUcant/ Landowner Information
Business Name
Project Name (if applicable)
No
Stallings Boat Ramp Basin
Applicant 1: First Nome
MI
Last Name
Robert
L
Stallings IV
Applicant 2: First Name
MI
Last Name
NA
NA
NA
Oadditional applicants, please attach an additional page(s) with names listed.
Melling Address
PO Box
city
State
NA
--[
12327
New Bern
NC
ZIP
Country
Phars No.
FAX No.
28581
US
252-871-5969
am.
252.833-3125
Street Address (if different bom above)
City
State
NA
ZIP
No
NA
NA -
Email
[e-mail]
2. Agent/Contractor Information
C E V
Business Name
Bobby Cahoon Construction, Inc
$ I 2 6 2
Agent/ Contractor 1: First Name
MI
Last Name
Jessie
B
Cahoon
- M F I
Agent/
Contractor 2: First Name
Mi
Last Name
NA
NA
NA
Mailing Address
PO Box
city
State
6003 Neuse Rd
NA
Grantsboro
NC
ZIP
Phone No. 1
Phone No. 2
28529
252 - 249 -1617
atd.
NA-
ext.
FAX No.
Contraror t
252 249 9884
62120
Street Address (if different from above)
ity
State
NA
FNN
Zlp
o
NA
NA
Email
[e-mail]
<Form continues on back>
252-806.2808 .. 1.888-4RCOAST W, .st: iry
ED
CITY

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
I Project Locatlon
County (can be multiple)
Street Address
Sfals N
Pamlico
52 Silverwood Dr.
1328
Subdivision Name
City
State
Zip
NA
Merritt
NC
2855e -
Phone No.
Lot No.(a) (d many, attach additional page with fist)
NA- ext.
NA,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed pmject
Neuse River
Pittman Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
ONatural ❑Manmade ❑Unknown
Broad Creek
e. Is proposed work within city limits or planning jurisdiction?
f applieabe, list the planning juirsdiction or city limit the proposetl
®Yes ❑No
work falls within.mlico
F
County
4. Site Description
a. Total length of shoreline on the tract (R)
b. Size of entire tract (sq.R.)
1353
1,154,340
C. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
26.5 acres,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
4.0' ❑NHW or ®NWL
e. Vegetation on tract
Pine plantation, Coastal vegitation
f. Man-made features and uses now on tract
Single family dwelling, gravel driveway, dock, seawall
g. Identify and describe the existing land uses adjacent to the proposed project site.
Timber
11
h. How does local government zone the tract?
I. is the proposed project consistent with the applicable zoning?
No zoning in this area
(Attach zoning compliance certificate, 'd applicable)
❑Yes ❑No ®NA JI
J. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
it. Hasa professional archaeological assessment been done for the tract? If yea, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑yes ®No ❑NA
National Register listed or eligible property? a�
Qj .P�r
1-C/VX:
<Form continues on next page>
SEP 2 G 201?
--T
J2CV8 :: 1-88 S,e,:Co AS', :, tvw ❑., ;:oastaimananement.ne

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site?
®Yes LINO
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes LINO
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Conventional septic system
o. Describe existing drinking water supply source.
County municiple
P. Describe existing storm water management or treatment systems.
NA- Low Density Development
5. Activities and Impacts
a. Will the project be for commercial, public, or private use?
❑Commercial ❑Public/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Private boat ramp and basin for loading/ unloading of small skiffs.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Basin to be excavated and bulkhead/dock to be installed using an excavator that will be stored on land adjacent to the site
for the duration of the project.
d. List all development activities you propose.
--
Excavate a basin, dredge access canal, install bulkhead, install boat ramp, install dock,
install a gravel driveway
a. Are the proposed activities maintenance of an existing project, new work, or both?
new work
f. What is the approximate total disturbed land area resulting from the proposed project?
0.35 ❑Sq.Ft or ®Aces
g. Will the proposed project encroach on any public easement, public aceessway or other area
❑Yes []NO ❑NA
that the public has established use of?
In. Describe location and type of existing and proposed discharges to waters of the state.
NA
i. Will wastewater or stomm ter be discharged into a wetland?
❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water?
❑Yes ❑No om
J. Is there any mitigation proposed?pECEIVE
❑Yes ®No LjNA
If yes, attach a mitigation proposal.
<Form continues on back>
-` - - v L.rl
DCM- MHD CITY
S2.808.2808 -. 4.888-4RCOAST ., www,nccoastalmanagement.net

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
B. Additional Information
In addition to this completed application form, (MP-1) the following items below, i1 applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 ate always applicable to any major developmard application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a.
A project narrative.
b.
An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work dearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c.
A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d.
A copy of the deed (with stale 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 (npanan) 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 an the proposed project to the Division of Coastal Management.
Name Harold Stephenson Phone No. 252-943-1665
Address 3257 Piney Grove Church Rd., Jacksonville NC 27846
Name Jane McLawhome Phone No. 252-633-1345
Address 5909 NC 17 HWY S., New Bern NC 28562
Name Phone No.
Address
g.
A list of previous state or federal petmYs issued for work on the project tract. Incode permit numbers, permi8es, and Inuing datas.
67780 CAMA W402016
It.
Signed consultant or agent authorization form, If applicable.
1.
Wetland delineation, if necessary.
j.
A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property ownso
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 Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify th t the information provided in this application is truthful to the best of my knowledge.
Date 9 I alolac o Print 'ems Name 2YCSY� GL1.h1CCX4
Sign
r � o-�t`Cil� ri'YlL'
Signal
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 /C
❑DCM MP-4 Structures Information RECE V ED
SEP 6 2017
WIT 1W
252.800-2808 :. 1-888.4RCOAFT :. www.nccoastalmana- net

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-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project- Please include all supplemental information.
Describe below the purpose of proposed excavation andlor fill activities. All values should be given in feet.
Length
L 11
Avg. Existing
Depth
Final Project
Depth
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock �
(excluding
(NLW or
Breakwater
shoreline
NWL)stabilization
tit
65
40
25
25
21
-1.65
+2.7
+2,7
NA
NA
-3.3
-3
+2.7 to 3.3
NA
NA
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
140.55 cy
c. (1) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW _ ❑SAV ❑SB
OWL 871 ❑None
(ii) Describe the purpose of the excavation in these areas.
To install boat ramp basin
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
On site (see drawing) In highground upland area outside of
the Nauss River buffer zone
C. 0) Do you daim title to disposal area?
®Yes ❑No ❑NA
(Ii) If no, attach a letter granting permission from the owner
e. (i) Does the disposal area include any coastal wetlandsimamh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
fill Describe the purpose of disposal in these areas:
NA
El This section not applicable
b. Type of material to be excavated.
dirt, sand, muck
d. High -ground excavation in cubic yards.
150 cy
El This section not applicable
b. Dimensions of disposal area.
60' x 60'
d. (i) Will a disposal area be available for future maintenance?
®Yes []No ❑NA
fill If yes, where?
On site
f. (i) Does the disposal include any area in the water?
[]Yes ®No ❑NA
(u) If yes, how much water area is affeeccsted?(e``''
NA 'l.Er F—JVED
SEP $ 6 2011
DCM- AHD CITY
Z52.808-2806 :: i-b68-4RCOAS :: m.vw.nccoasialmanayement.net revised: 12126106

FdR1? Q.CM MP-2 (Excavation and Fill. Pane` 2 of 3
3. SHORELINE STABILIZATION
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoeline stabilization: b
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other, _
c. Average distance waterward of NHW or NWL: 0' d.
e. Type of stabilization material:
Viynl sheet pile and wood limber framing
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 0 Riprap 0
Breakwater/Si110 Other 0
I . Source of fill material.
NA
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. (i) Will fill material be Drought to the stte? Oyes ❑NO ®NA
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area _
(iv) Purpose of fill
Jr.
a. How will excavated or fill material be kept on site ant
controlled?
Shall be mounded up and surrounded by sill fencing
a (1) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
0i) If yes, explain what type and how they will be implemented.
NA
❑This section not applicable
Length: ZQ4:
Width: 112"
Maximum distance waterward of NHW or NWL: 0'
f 0) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No ❑NA
00 If yes, state amount of erosion and source of erosion amount
information.
NA
h. Type of fill material.
NA
b.
®This section not applicable
(i) Will fill material be placed in coastal weflands/marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV — ❑SB _
OWL ®None
(ii) Describe the purpose of the fill in these areas:
backhoe, or hydraulic dredge)? (��u �JqU r-'r1
Excavator and bardge �./
d- 0) Will wetlands be crossed In transporting equipment to project
site? ®Yes ❑No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Installation of temporary wood logging mats, salinity curtain and
silt fencing
Date�{ � G(� byT2reS(4 Ca C4011
� bvm�t �'crU Si-r i r�l-nn f JN
S� r'n911 (,� bjr.j K/j()rJVA QSIt11 Applicant Nalne i
Project Name
^-288-4RCOAST :: www,nccoastalmanagemont.ne_t
revised: 12/26f06

Pnriv DCM MP-2 {Excavation and Fill, Page 3 of 31
tiA Cahn n�G---
AOPlicant SigrUture
RECEIVED
SEP 2 6 2017
DCM- MHD CITY
:: 9-U38-1 . accoastalmanagement.r,et
revised: 12.26�G[

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
Gravel Driveway- demenaions 328 LF x 20' wide (615o so
c. Density (give Ore number of residential units and the units per
acre).
NA
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ❑No ®NA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
Pavement, building, rooftops, or to be used for vehicular driveways
or parking.
0.04%
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
0.76%
j. Describe proposed method of sewage disposal.
NA
I. Describe location and type of proposed discharges to waters of the
state (e.g_, surface runoff, sanitary wastewater, industriay
commercial effluent, "wash down' and residential discharges).
Surface run-off
b. Number of lots or parcels.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
0.35 Acres
f. List the materials (such as mad, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Marl/ granite gravel stone
h. Projects that require a CAMA Major Development Permit may also
require a Stornwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes ONO ❑NA
01) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
Dyes ONO DNA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stomlwater
design?
❑Yes ONO DNA ENE0
If yes, attach appropriated —n.
SEP 26 2017
DCM- MH® CITY
- 1;08.28082 :: 1-8684RCOAST :: www_nccogs;almanagement.not
revised: 12126'Of+

F.-t-rim TCM MP-3 .Je3jq d nf'v/rt1 A+JVYs s'?r:t Pn.sn �! >E
m. Describe proposed drinking water supply source (e.g., well, n. (i) Will water be impounded? ❑Yes ®No ❑NA
community, public system, etc.)
(ii) If yes, how many acres?
NA
o. When was the lot(s) platted and recorded?
12/27/2007
8!49-ale,CA01-1
Date
��ttllli AW :-i i1}J �n�iLLJ j: CaSl'V
Project Name
pfica t Name Gv
Ap licant Name
q /1
Applicant Signature
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
[]Yes ❑No ®NA
RECEIVED
REP 2 g 2017
DCM- MHD CITY
'_52-808-2808 :: 1-888.4RCOAST :e www.nccoastafman ag¢ment. net revised: 12;26706

a UMS
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SURV= FOR
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TRACT BOUNDARY WITH PROJECT LOCATION
CURRENT OWNER: ROBERT L. STALLINGS IV
PROPERTY ADDRESS: 52 SLIVERWOOD DRIVE
MERRIT NC 28556
DEED REFERENCE: DEED BOOK 574 PAGE 487
MAP REFERENCE: PLAT CAB.A SL.166-13 —
PLAT CAB.A SL.169-17
TAX PARCEL NUMBER: L08-37-3
NUMBER TWO TOWNSHIP PAMUCO COUNTY NC
HERBERT J.NOBLES,JR.
PROFESSIONAL LAND SURVEYOR - L-2703
186 CAMPEN ROAD
BAYBORO, NORTH CAROLINA 28515
252 626-8634
SCALE: 1"ADO' PROJECT NO. 2016-29 DATE: 09 01 2017
SHEET 1 OF 5
147-20
PARCEL /:LO9-12
ROBERT L STALLINGS, N
26.047 ACRES TOTAL
EXISTING
HOME SITE
JANE P. MCLAWHORN
5809 NC 17 fW28Y S
/
NEW NC 7
DEED BOOK 519 PAGE 441
TAX PARCEL /: L091-122

NORTHEAST CORNER OF BOAT RAMP
NORTHING: 501301.38 SFT.
EASTING: 2716362.70 SFT.
LATITUDE: 35.06'13.208878 N
5 NC GRID COODINATES
HING: 501322.25 SFT.
ING: 2716327.35 SFT.
F5 TO CAMA 4
0.39"E 40.49'
4 TO NORTHEAST L
sAMA 3
i�rhMA AQ
_. q0 PR�P�v MARSH
•�k1E�� S21.05.4 y/
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L-2 S56'46'30'E 14.06'
ti ry0�" la p=21.8 L-3 S06'05.55"E 6.61'
A4P Ate' � L-4 N0357'15"E 25.38'
N o ?�c+�Py 9�� I O_ I L-5 N49'14'17"E 66.94'
Al L-6 N40.16'38'E 86.77'
L-7 N3752'151W 24.13'
L-8 N53'46'41'W 32.96'
°r �N /� L-9 N06'29'55"W 49.95'
`, GRAPHIC SCALE
No o Is m
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ALL DISTANCES SHOWN ARE HORIZONTAL
GROUND MEASUREMENTS.
•(-3.0) = 75' C.A.M.A. A.E.C. PRE -
CONSTRUCTION
—' = WETLAND LIMITS
---= COASTAL MARSH LIMITS
MARY THOMAS GRADY
,�2� •(_�) 3604 BARONS WAY
NEW BERN NC 28560
DEED BOOK 210 PAGE 141
•(-3.7) MAP PARCEL
,N AL�116gi
,,• .�N .--- Rol .
3.1 TRIBUTARY OF ,,c Q.. •F E
PFITMAN CREEK
„E s
L-2703
0� ;
• -3.1 25.00r ` 10%
A"Is
S78.45'001N 52.85' 6r C SUR`1.' �5�.a'
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•(-3.3)
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ROBM L STAWNW W
PROJECT LOCATION WITH SOUNDINGS
CURRENT OWNER: ROBERT L. STALUNGS IV
PROPERTY ADDRESS: 52 SLIVERWOOD DRIVE
MERRIIT NC 28556
DEED REFERENCE: DEED BOOK 574 PAGE 487
MAP REFERENCE: PLAT CAB.A SL166-13 -
PLAT CAEA SL169-17
TAX PARCEL NUMBER: L08-37-3
NUMBER TWO TOWNSHIP PAMUCO COUNTY NC
HERBERT J.NOBLES,JR.
PROFESSIONAL LAND SURVEYOR - L-2703
186 CAMPEN ROAD
BAYBORO, NORTH CAROLINA 28515
252 626-8634
SCALE: 1"= 60' PROJECT 10. 2016-29, DATE: 09-01-2017
SHEET 2 OF 3

COURSE
BEARING
DISTANCE
��-
•(-0.5)
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PIAN CREEK
L-1
S3744'08'E
6.98'
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L-2
L-3
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L-5
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L-8
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CURRENT OWNER: ROBERT L. STAWNGS IV
PROPERTY ADDRESS: 52 SLIVERWOOD DRIVE
MERRITT NC 28556
DEED REFERENCE: DEED BOOK 574 PAGE 487
MAP REFERENCE: PLAT CABA SL.166-13 -
PLAT CABA SL169-17
TAX PARCEL NUMBER: LOB-37-3
NUMBER TWO TOWNSHIP PAMLICO COUNTY NC
PROFESSIONAL LAND SURVEYOR -
186 CAMPEN ROAD
BAYBORO, NORTH CAROLINA 28515
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CURRENT OWNER: ROBERT L STALLINGS N
PROPERTY ADDRESS: 52 SLIVERWOOD DRIVE
MERRITT NC 28556
DEED REFERENCE: DEED BOOK 574 PAGE 487
(ll
MAP REFERENCE: PLAT CAB.A SL166-13 —
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TAX PARCEL NUMBER: L08-37-3
NUMBER TWO TOWNSHIP PAMLICO COUNTY NC
I ...-.-..•...-.:...:•.•
_
HERBERT J.NOBLES
PROFESSIONAL LAND SURVEYOR - L-27032703
186 CAMPEN ROAD
BAYBORO. NORTH CAROLINA 28515
SCALE: 1'=40' PROJECT NO. 2016-29 JDATE: 09-01-201
PERMR2 —'}SHEET a of 5 SHEETS
+(--33)
DCM- MHD CITY

TIE LINES
FROM A POINT THAT IS THE JUNCTION
OF THE CENTERLINES OF PARADISE
SHORES ROAD (SR 1328) AND SILVERWOOD
DRIVE TO POINT Al.
S65'09'58"E 1687.22'
COURSE BEARING DISTANCE
L-4 NO3"57'15"E 25.38'
L-5 N49'14'17"E 66,94'
L-6 N40'16'38"E 86.77'
L-7 N32"52'15"W 24.13'
L-8 N5346'41'W 32.96'
L-9 N06'29'55"W 49.95 c
SITE
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76'36'18.103527" WEST LONGITUDE
�_�
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PR��OSE-
SURVEYED FOR
ROBERT L. STALLINGS IV
WETLAND DELINEATION FOR BOAT RAMP PROJECT
CURRENT OWNER: ROBERT L. STALLINGS IV
PROPERTY ADDRESS: 52 SLIVERWOOD DRIVE
MERRITT NC 28556
DEED REFERENCE: DEED BOOK 574 PAGE 487
MAP REFERENCE: PLAT CAB.A SL.166-13 -
PLAT CAB.A SL.169-17
TAX PARCEL NUMBER: L08-37-3
NUMBER TWO TOWNSHIP PAMLICO COUNTY NC
HERBERT J.NOBLES,JR.
PROFESSIONAL LAND SURVEYOR - L-2703
186 CAMPEN ROAD
BAYBORO. NORTH CAROLINA 28515
252) 626-8634
SCALE: 1" = 40' PROJECT NO. 2016-29 DATE: 09-07-2017
WETMAPI

firc Wnr oy riCJt"J rilpnq f .:_. 1 i
Robbie Stallings
52 Sllverwood Dr., Merritt
Proposed Boat Ramp. Walkway and Basin
DIavart:l iiatt:8;1E.,
Approx 204 LtF Seawall
21' x 40'
Boat Ramp
N / Scale 1 "=1 tY
t
•, r
I
'Dig and dredge basin
to an average 3 3' NWL depth
,
I' x 65 Walkway
along bulkhead
Exist n0 �i•ar,, ' C
,
i
i
i
°dall details.
See cross section diagram
i

2"x 12" Top Cap
2"X 8" Back Wale
6"x 6" Treated
Double Timber Wale
3/4" X 12' Tie -Rod
ESP 3.1 or E quivalent
12' Vinyl Sheet Pile
5'-6' x 6"-8" Deadman piling
8" x 12'
m
M0
Navy wall Pilings
n
5' or 7.5'+- OC for length of wall
_
m
v
o
�
/1
V
M
=i
CMis drawing is the sole property of
.<
Bobby Cahoon Construction Inc.
and is not intended for use by any other entity.
Vinyl Seawall
Cross Section
Typical
Double Wale/ With Pilings
NTS
APPROX 2-3'
Normal Water Line

Vinyl Seawall and
Wood Dock Walkway
Cross Section
Double Wale Wall with Pilings
NITS 2"x 6" Decking
attached with 3" SS Screws
0
_._._._._._._._._..._._._._._._._._._._._._._._.
2 x 8 Stringer attached to
2"X 8" Back Wale
piling with 5/8 timber bolt
and/or vertical blocking
6"x 6" Treated
O
O
Double Timber Wale
0000
O
O
2 x 10 Header
attached to pilings with
5/8 galy. timber bolts
AI
0000 3/4" X 12' Tie -Rod
12' Vinyl
Sheet Pile
5'-6' x 6"-8" Deadman piling
vm 8" x 14'
10" x 20' Piling
tv n Navy wall Pilings
to extend above
17j 7.5" OC for length of wall
decking 48"
o Z
n v M
=i 0
This d6wing is the sole property of
Bobby Cahoon Construction Inc.
NITS Drawing 3/3
and is not intended for use by any other entity

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This map was produced by the Geographic Information Systems
(GIs) program. Infonnationai data used to create this map were
collected from federal, state, county, and private organizations.
This map is a general guide to assist the public and is for
illustrative purposes only. While every effort is made to keep
this map accurate and up-to-date, it is not intended to replace
any official source. Under no circumstances shall the State of
North Carolina be liable for any actions taken or omissions made
from reliance on any information contained herein from whatever
source nor shall the State be liable for any other consequences
from anv such reliance.
see insert map 14a
.0103 7 e
Orchard and Old
House Creeks
�4
t b Greens Creek
M Shop Gut Creek I _
Unnamed tributary
on the south shore
of Greens Creek Oi A
Ilia
.0103 8 c Gerbacon Creek
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Background imagery are U.S. Geological Fishery Nursery Areas Fishery Nursery Areas
Survey 1:100,000-style planimetric maps. ® Primary
® Pemranent Secondary
® Special Secondary
® Military Danger
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Restricted Areas
locator map
= Inland welarslwRcivdedlnlonl Map 14
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Map Datum:
NAD83
a'�tF`
Map NC Stets Plana
Ste
Map Date:
Date:
March 2011
1000
0 1000
2000 Yards �.
0.8
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1.6 Miles

i■�ulliuuiuiuiiiuuuuiiiuiiiiiuuiiliiuiiiuiiiuuiuii
MMRNEDT0: &S 1 1 ' K 1
DATE REIIAWD: I l . 5 .12
NORTH CAROLINA
PAMLICO COUNTY
Tax Parcel# L' OT— 31-_3
Revenue Stamps $ 3 `l0.oa
Doe 10: 002193540004 Tvpe: CRP
Recorded: 12/04/2012 at 04:23:01 P11
Fee enuamet: TaE39x9.E00 Papa370.00 1 of 4
Rev:
nNC
Lynn
H. N. Lwle Repleter of Deeds
BK574 Pa487-490
THIS DEED, made this 4" day of December, 2012, by and between GEORGIA LAND &
TIMBER, LLC, a limited liability company organized and existing under and by virtue of the laws
of the State of North Carolina, whose mailing address is 450 River North Drive. North River North Drive. North Augusta,
29847, Grantor; to ROBERT L. STALLINGS, IV, of Craven County, North Carolina, whose
mailing address is 5207 Trent Woods Drive, New Bem, NC 28562, Grantee, is as follows:
WITNESSETH:
That the Grantor in consideration of the sum of TEN DOLLARS ($10.00) and other good
and valuable consideration to Grantor paid by the Grantee, the receipt of which is hereby
acknowledged, has bargained and sold, and by these presents does bargain, sell, and convey unto
the Grantee the following described property which said property does not include the primary
residence of the Grantor, to wit:
SEE EXHIBIT A ATTACHED HERETO AND
INCORPORATED HEREIN BY REFERENCE
Prepared by:
Sumrell, Sugg, Camnichael, Hicks and Hart, P.A.
Attorneys at law
416 Pollock Street
New Hem, Nosh Carolina 28560
RECEIVED
JUN 0 5 2017
DCM— MHD CITY
Book: 574 Page', 487 Page of
Book: 574 Page:487 Seq: 1

TO HAVE AND TO HOLD the above described lot or parcel of land and all privileges and
appurtenances thereunto belonging to the Grantee, in fee simple forever, subject to the herein
mentioned encumbrances, if any.
And the Grantor covenants to and with the Grantee that Grantor is seized of said premises in
fee and has the right to convey same in fee simple; that the same are free from encumbrances except
the herein mentioned encumbrances, if any, ad valorem taxes for the current year (prorated through
the date of closing), utility easements and unviolated restrictive covenants that do not materially
affect the value of said premises and such other encumbrances as may be assumed or specifically
approved by Grantee; and that Grantor will warrant and defend the title to the same against the
lawful claims of all persons whomsoever.
The designations Grantor and Grantee m used herein shall include said parties, their heirs,
successors and assigns, as the case may be, and shall include the singular, plural, masculine,
feminine or neuter as required by the context.
IN TESTIMONY WHEREOF, the Grantor has executed this instrument in such form as to
be binding, this the day and year first above written.
GEORGIA LAND & TIMBER, LLC
BY:
TIMOTHY Ste.
Manager
2
RECEIVED
JUN 0 5 2017
DCM- MHD CITY
Book. 574 Page. 487 Page 2 of 4
Book: 574 Page: 487 Seq:2

NORTH CAROLINA
CRAVEN COUNTY
I, the undersigned Notary Public of the County of Craven, and State of North Carolina, do
hereby certify that TIMOTHY S. NIXON personally appeared before me this day and
acknowledged (i) that he is the Manager of GEORGIA LAND & TIMBER, LLC, a limited liability
company, and (ii) that by authority duly given and as the act of such limited liability company, he
signed the foregoing instrument in the name of such limited liability company on such limited
liability company's behalf as its act and deed.
WITNESS my hand and notarial seal, this 0 day of December, 2012.
Commission Expires: NOTARY PUBVC
as �oi�F
NOTARY SEAI/STAMP MUST APPEAR
LEGIBLY IN ABOVE BOX
36`000383%.000.DOC
RECEIVED
JUN 0 5 2017
DCM- MHD CITY
Book: 574 Page. 487 Pegs 3 of 4
Book: 574 Page:487 Seq: 3

USING THE DECLINATION AS STATED IN DEED BOOK 267, PAGE 902 OFFSET TO
THE EAST 07'46'5'; STARTING FRC14 A PK NAIL FOUND IN THE CENTERLINE OF
TEE BRIDGE AND OVER THE MIDDLE OF SPRING CREEK, LOCATED ON STATE ROAD
1327, THENCE S 48045'54" E AT A DISTANCE OF 120.24 FEET; THENCE S
48'45'55" E AT A DISTANCE OF 84.23 FEET; THENCE S 47'03134" E AT A
DISTANCE OF 87.49 FEET; THENCE S 42'02'32" E AT A DISTANCE OF 7I.09
FEET; THENCE S 33*481230 E AT A DISTANCE OF 74.46 FEET; THENCE S
32'03'33" E AT A DISTANCE OF 21.55 FEET TO AN IRON ROD SET AT
INTERSECTION OF WHORTONVILLE RD ALSO MONK AS SR 1327 AND ROAD 1;
THENCE FOLLOWING A TIE LINE S 73402'56" E AT A DISTANCE OF 39.11 FEET
TO A RAILROAD IRON; THENCE N 60'25'00' E AT A DISTANCE OF 210.32 FEET,
THENCE S 32'58'08" E AT A DISTANCE OF 343.00 FEET TO AN IRON PIPE
FOUND; THENCE 5 55'46153" W AT A DISTANCE OF 220.31 FEET TO AN IRON
PIPE FOUND; THENCE S 31'37'16" E AT A DISTANCE OF 486.89 FEET; THENCE S
29'12'49" E AT A DISTANCE OF 387.88 FEET; THENCE S 26034140" 6 AT A
DISTANCE OF 1217.94 FEET TO AN IRON ROD FOUND; THENCE S 76'08'08" N AT
A DISTANCE OF 901.57 FEET TO AN IRON ROD FOUND; THENCE S 02*391120 E AT
A DISTANCE OF 1245.07 FEET TO AN IRON ROD SET; THENCE FOLLOWING A TIE
LINE S 02059'12" E AT A DISTANCE OF 75.19 FEET TO AN IRON ROD SET'
THENCE S 53'05'14" E AT A DISTANCE OF 70.82 FEET; THENCE S 49'2l'57" E
AT A DISTANCE OF 59.04 FEET; THENCE S 45'42'43' E AT A DISTANCE OF
85.10 FEET; THENCE S 42'06'05" E AT A DISTANCE OF 62.31 FEET; THENCE S
39420'40" E AT A DISTANCE OF 33.87 FEET; THENCE S 36'54'28" E AT A
DISTANCE OF 33.89 FEET; THENCE S 33'51'01" E AT A DISTANCE OF.144.27
FEET; THENCE S 32'55145" E AT A DISTANCE OF 224.44 FEET; THENCE S
32'55'04" E AT A DISTANCE OF 243. FEET TO AN IRON ROD SET; THENCE
FOLLOWING A TIE LINE N 56056151" E AT A DISTANCE OF 30.00 FEET TO A
MAGNETIC NAIL FOUND; THENCE FOLLOWING A TIE LINE N 34'34'06" E AT A
DISTANCE OF 32.48 FEET TO AN IRON ROD SET; THENCE FOLLOWING A TIE LINE
S 33'01'23" E AT A DISTANCE OF 56.59 FEET TO AN IRON ROD SET; THIS
BEING THE POINT OF BEGINNING FOR PAM 12 EAST SIDE, THENCE N 84'54'22" E
A DISTANCE OF 35.70 FEET;THENCE N 85'43'30" E A DISTANCE OF 141.56 RECEIVED
FEET; THENCE N 87*48118" E A DISTANCE OF 190.05 FEET; THENCE N
87"48'29"E A DISTANCE OF 124.34 FEET TO AN IRON ROD SET; THENCE S
12'22'43" N A DISTANCE OF 67.15 FEET TO AN IRON ROD SET LOCATED IN JU N 0 5 2017
DITCH CENTERLINE; THENCE FOLLOWING DITCH CENTERLINE S 42'55'07" E A
DISTANCE OF 58. 73 FEET; THENCE S 37'05'36" E A DISTANCE OF 54.58 FEET;
THENCE S 31'56'02" E A DISTANCE OF 40.80 FEET; THENCE S 61'28'21" E-A ,.�M - M F'ID CITY
DISTANCE OF 156.25 FEET; THENCE S 50'13'21" E A DISTANCE OF 40.46
THENCE S 10034'33" E A DISTANCE OF 2.86 FEET, THENCE S 67'51'16" E A
DISTANCE OF 199.18 FEET; THENCE S 37'35'56" E A DISTANCE OF 239.44 FEET
TO CANAL INTERSECTION; THENCE N 55'02'58" E A DISTANCE OF 76.31 FEET;
THENCE N 58'53'19' E A DISTANCE OF 94.13 FEET; THENCE N 68'12'20" E A
DISTANCE OF 108.93 FEET; THENCE S 71'06'40" E A DISTANCE OF 65.88 FEET;
THENCE N 73'07'06" E A DISTANCE OF 49.11 FEET; THENCE S 74*42117" E A
DISTANCE OF 109.88 FEET; THENCE S 30"16'26" E A DISTANCE OF 87.33 FEET;
THENCE S 68'58'50' E A DISTANCE OF 2.45 FEET; THENCE S 35'54145" E A
DISTANCE OF 53.I0 FEET; THENCE S 27'25'11' E A DISTANCE OF 46.55 FEET;
THENCE S 22*21'556 N A DISTANCE OF 34.53 FEET; THENCE S 08'04'47' E A
DISTANCE OF 45.47 FEET; THENCE S 82'04.00" E A DISTANCE OF 40.18 FEET;
THENCE S 54'32'02" E A DISTANCE OF 170.86 FEET; THENCE S 13'28'04" N A
DISTANCE OF 51. 77 FEET; THENCE S 18'53117" N A DISTANCE OF 39.33 FEET;,
THENCE S 07"47117" B A DISTANCE OF 34.03 FEET; THENCE S 43'29156" E A
DISTANCE OF 52.88 FEET; THENCE S 39'47112" N A DISTANCE OF 62.20 FEET;
THENCE S 06022107" E A DISTANCE or 16.15 FEET; THENCE S 30'53156" W A
DISTANCE OF 44.18 FEET; THENCE S 71"10104" N A DISTANCE OF 47.08 FEET;
THENCE S 40'36148" N A DISTANCE OF 19.86 FEET TO AN IRON, ROD FOUND;
THENCE S 89'06149" N A DISTANCE OF 1217.68 FEET TO AN IRON ROD FOUND;
THENCE N 18'51'34" N A DISTANCE OF 55.51 FEET; THENCE N 18'15154" N A
DISTANCE OF 206.12 FEET; THENCE N 18'17119" N A DISTANCE OF 200.13
FEET; THENCE N 18'14'25" W A DISTANCE OF 152.79 FEET; THENCE N
19'27124" N A DISTANCE OF 57. 70 FEET; THENCE N 21'36'53" W A DISTANCE
OF 87.96 FEET; THENCE N 25'26102" N A DISTANCE OF 93.2I FEET; THENCE N
30012105" W A DISTANCE OF 138.27 FEET; THENCE N 32'38'12" W A DISTANCE
OF 111.53 FEET; THENCE N 33'03'09" W A DISTANCE OF 99.46 FEET TO AN
IRON ROD SET; WHICH IS THE POINT OF BEGINNING, HAVING AN AREA OF
1,134,601.64 SQUARE FEET, 26.047 ACRES.
Book:574 Page:487 Seq:4
Book: 574 Peg.: 487 Peg. 4 of4

■ Complete items 1, 2, and 3.
■ Print your name and address on the reverse
so,that we can return the card to you.
■ Attach this card to the back of the malipiece,
or on the front If AnAn.. nnrmno
I. Article Addressedto:
T InctmAw"
c �g, I�PG *A 6 y S'
IIIIIIIilllllllllIN111lllll IIIIIIIIIII IIIIIII
9590 9403 0553 5173 3011 63
7016 i37j 000 3Y'^d 636S
Ps Form 3811, April 2015 PSN 7530-02-W"os3
A. Signature
x n. °'
11�)
Agent
❑ Addressee
& calved by (Printed ame)
Date of Delivery
l
D. Is delivery address different from tram 17
❑ Yes
If YES, enter delivery address below:
❑ No
3. Service Type Adult Signature
ClCpnonry Mal; Expres® s
❑ Adult Signature Restricted
cted Delivery
RegisteredMa
Malp
❑ Reyletered Mail Restrcted
El Certified Mall®
DaLvery
❑ Certified Mall Restricted Delivery
O Return Receipt for
❑ Collect on Delivery
Merchandise
❑ Collect on Delivery Restricted Delivery
0 Signature Confirmation""
❑ Insured Mall
❑ Signature Confirmation
n Insured Mall Restricted Delivery
Restricted Delivery
Domestic Return Receipt ;
RECEIVED
JUN 0 5 2017
DCM- MHD CITY

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to �t7b rf SI Q //; ha S�.ZV 's
(Name of Property ner)
M.
911
The applicant has described to me. as shown below, the development proposed at the above
�lo�ca�/tio�n.���
�-� `— 1 have no objection to this proposal.
I have objections to this proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT
�hdlvldusl proposing development must fill In description below or attach a aldr,drawlni
? 1 kcsS e- s e ft_ cIA`l!17"If�-e 9 Pr o Jc':t r\ G r V-(X '' y-e.
O.r a CI ro, , notes..
j(yAIV R SECTION
I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin
must be set back a minimum distance of 15' from my area of riparian access unless waived by
me. (If you wish to waive the setback, you must Initial the appropriate blank below,)
Dare
1 do wish to waive the 15' setback requirement.
1 do not wish to waive the 15' setback requirement.
(AdJacent Property Owner Informatlon)
'Valid for one calendar year after signature'
3
T 0 ' d
WH ZT:be LT-TZ-ad"

***This is a word processing form to be completed in Microsoft Word***
NC Division of Coastal Management
Major Permit Application Computer Sheet
(1111/2012)
Applicant: Robert Stallings 1%
Project Site Countv: Pamlico
City
boat basin
Date of initial application submittal (EX: 1/8/2007): 6/5/2017
Date application "received as complete' in the Field office (EX: 1/8/2007): 9/22/2017
Permit Authorization: ❑CAMA [--]Dredge & Fill OBoth
SITE DESCRIPTION/PERMIT INFORMATION
PNA: ZYes ❑No
Photos Taken: Yes ❑ NoN
Setback Required (riparian): Yes ❑ No
Critical Habitat: ®Yes DNo DNot Sure
15 foot waiver obtained: DYes ®No
Hazard Notification Returned:
❑Yes ®No
SAV: ❑Yes ®No ❑Not Sure
Shell Bottom: ❑Yes ®No ❑ Not Sure
Temporary Impacts: ®Yes ❑No
Sandbags: ❑Yes ®No ❑ Not Sure
Did the land use classification come from
county LUP: ®Yes ❑No
Mitigation Required (optional):
❑Yes ❑No
Moratorium Conditions: ®Yes ❑No
❑NA
Environmental Assessment Done:
❑Yes [:]No ® NA
SECONDARY WATER CLASSIFICATION — OPTIONAL (choose MAX of 4)
❑ Future Water Supply (FWS)
® Nutrient Sensitive Waters (NSW)
❑ Swamp Waters (SW)
® High Quality Waters (HQW)
❑ Outstanding Resource Waters (OR"
WETLANDSIMPACTED
® (404) Corp. of Engineers (Jurisdictional
(LS) Sea lavender (Limonium sp.)
❑ (SS) Glasswort (Salicomia sp.)
wetlands)
❑ (CJ) Saw grass (Cladium jamaicense)
❑ (SA) Sall marsh oordgrass (Spartina
❑ (SY) Salt reed grass (Spartina
altemifiora)
cynosuroides)
❑ (DS) Salt or spike grass (Distichlis
❑ (SC) Bullrush or three square (Scirpus
❑ (TY) Cattail (Typha sp.)
spicata)
sp.)
® (JR) Black needlerush (Juncos
U (SP) Salt/meadow grass (Spartina
roemerianus)
patens)
APPLICATION FEE
❑ No fee required - $0.00
❑ III(A) Private w/ D&F up to 1 acre; 3490
® 111(D) Priv. public or Comm w/ D&F to 1
can be applied - $250
acre; 3490 can't be applied - $400
LJ Minor ModificationHtoa AMA Major
Major Modification to a CAMA Major
❑ IV Any developmentinvolving D&F of
permit - $100
permit - $250
more than 1 acre - $475
Permit Transfer -
❑ III(B) Public or commercial w/ D&F to 1
❑ Express Permit - $2000
acre; 3490 can be applied - $400
❑ Major development extension request -
❑ II. Public or commercial/no dredge
$100
and/or fill - $400
❑ I. Private no dredge and/or fill - $250
Er III(C) Privpublic or comm w /D&F to 1
acre; 3490 can be applied; DCM needs
DWQ agreement - $400
252-808-2808 :: 1.888-4RCOA8T :: www.nccoastalmanaoement.net revised: 02/15/10

NC Division of Coastal Mgt. Application Computer Sheet, Page 2 of 3)
Applicant: Robert Stallings IV
Date: 10/6/17
Describe below the ACTIVITIES that have been applied for. All values should match the dimension order, and units of
measurement found in your Activities code sheet.
TYPE
REPLACE
Activity Name
Number
CO ese
Choose
Dimension 1
Dimension 2
Dimension 3
Dimension 4
ne
Boat basin
1
New Work ®
Replace
65'
25'
-3.3'
Maint El
❑ Y ON
Pier
1
New Work ®
Replace
65'
4'
Maint ❑
❑ Y ® N
Boat ramp
1
New Work ®
Replace
40'
21'
Maint ❑
❑ Y ON
Access channel
1
New Work ®
Replace
92'
25'
Maint ❑
El ® N
3.3'
Bulkhead (vinyl)
1
New -Work®
Replace
204'
1'
Maint ❑
❑ Y ® N
5'
Fill (road)
1
New Work ®
Replace
328'
20'
Maint ❑
❑ Y ® N
Spoil
1
New Work ®
Replace
60'
60'
Maint ❑
❑ Y ON
revised 02/15/10

NC bivision of Coastal Mgt. Application Computer Sheet, Page 3 of 3)
Applicant: Robert Stallings IV
Date: 10/6/17
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found in your Habitat code sheet.
TOTAL Sq. FL
FINAL Sq. Ft.
TOTAL Feet
FINAL Feet
(Applied for.
(Anticipated final
(Applied for.
(Anticipated final
DISTURB TYPE
Disturbance total
disturbance.
Disturbance
disturbance.
Habitat Name
Choose One
includes any
Excludes any
total includes
Excludes any
anticipated
restoration
any anticipated
restoration and/or
restoration or
and/or temp
restoration or
temp impact
temp impacts)
impact amount)
temp impacts)
amount
Open Water
Dredge ® Fill ❑ Both ❑ Other ❑
2,300 ft2
2,300 ft2
USCoE Wetlands
Dredge ❑ Fill ❑ Both ® Other ❑
2,375 ft2
2,375 ft2
High Ground
Dredge ❑ Fill ❑ Both ® Other ❑
10,910 ft2
10,910 ft2
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
252.808-2808 :: 1-888.4RCOAST :: www.nccoastalmanaaement.net revised: 02/15/10

ROY COOPER
Governor
MICHAEL S. REGAN
Secrelary
BRAXTON C. DAVIS
Director
Coastal Management
ENVIRONMENTAL QUALITY
September 27, 2017
Robert Stallings IV
PO Box 12327
New Bern, NC 28561
Dear Mr. Stallings:
The NC Division of Coastal Management hereby acknowledges receipt of your application for
State approval for development of your property located adjacent to Pittman Creek at 52
Silverwood Drive near Merritt, Pamlico County. It was received on September 22, 2017, and
appears to be adequate for processing at this time. The projected deadline for making a decision
is December 6, 2017. An additional 75-day review period is provided by law when such time is
necessary to complete the review. If you have not been notified of a final action by the initial
deadline stated above, you should consider the review period extended. Under those
circumstances, this letter will serve as your notice of an extended review. However, an additional
letter will be provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from September 22, 2017, you
may request a meeting with the Director of the Division of Coastal Management and permit staff
to discuss the status of your project. Such a meeting will be held within five working days from
the receipt of your written request and shall include the property owner, developer, and project
designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the
proposed development. Enclosed you will find a "Notice of Permit Filing" postcard which
must be posted at the property of your proposed development. You should post this notice at a
conspicuous point along your property where it can be observed from a public road. Some
examples would be: Nailing the notice card to a telephone pole or tree along the road right-of-
way fronting your property, or at a point along the road right-of-way where a private road
would lead one into your property. Failure to post this notice could result in an incomplete
application.
�Nothing Compares! .
State of North Carolina I Eavironmental Quality I Coastal Management
400 Commerce Ave I Morehead City. NC 28557
252 808 2808 T

Stallings
Page 2 of 2
9/27/17
An onsite inspection will be made, and if additional information is required, you will be contacted
by the appropriate State or Federal agency. Please contact me if you have any questions and notify
me in writing if you wish to receive a copy of my field report and/or comments from reviewing
agencies.
Sincerely,
AV
Brad Connell
Coastal Management Representative
WN
Enclosure
CC: Gregg Bodnar, Asst. Major Permits Coordinator
Roy Brownlow, District Manager
�Nothmg Compares
State ofNoith Carolina I Environmental Quality I Coastal Management
400 Commerce Ave I Morohead City, NC 28557
252 808 2808 T

LAMA PERMIT
APPL1E FOR
PROJECT: Excavate a boat basin and access
channel adjacent to Pittman Creek near Merritt.
COMMENTS ACCEPTED THROUGH October30, 2017
APPLICANT: FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
Mr. Robert Stallings IV Brad Connell - DCM
Po Box 12327 1
400 Commerce Avenue
New Bern, NC 28561 Morehead City, NC 28557
[phone]

AGENT AUTHORIZATION FORM FOR PERMIT APPLICATIONS
Name of Property Owner Applying for Permit: Ro�cr I - Sao I i.1gS uT
Mailing address: t0O �oX 123 7
Nevv 3e.,-,-L� (0 G
Telephone Number: X- -)- — 6 i 1 — 5-9 S `1
I certify that I have authorized 1J?o4 (_ lili Vti1" Coa agenticontractor),
to act on my behalf, for the purpose of applying and obtaining all CAMA permits
necessary for the proposed development of /'Ow, O cyj bas rl
at my property located at
This certification is valid through
(Property Owner Information)
I-SIgnature
Print or Type Name
c.. wmer
Title, co. owner or trustee for property
L1,3-1-7
Date
251- L071 -.5--9571
Telephone Number
Email Address
(date).
RECEIVED
JUN 0 5 2017
DCM-'MHD CITY

ROY COOPER
Govemor
MICHAEL S. REGAN
Swmlory
BRAXTON C. DAVIS
Director
Coastal Management
ENVIRONMENTAL QUALITY
September 27, 2017
The Pamlico News
Legal Advertisement Section
P.O. Box 510
Oriental, N.C. 28571
Re: Public Notice — Robert Stallings IV
Dear Sir:
Please publish the attached Notice in the October 4, 2017 issue of the Pamlico News.
The State Office of Budget and Management requires an original Affidavit of Publication prior to
payment for newspaper advertising. Please send the affidavit, an original copy of the published
notice, and an original invoice to Arthur Stadiem, NC Division of Coastal Management, 400
Commerce Avenue, Morehead City, North Carolina 28557, Telephone [phone].
Thank you for your assistance in this matter. If you should have any questions, please contact me at
our Morehead City office.
Sincerely, oD
�%1/yiPLf
Brad Connell
Coastal Management Representative
Enclosure
cc: Gregg Bodnar
Roy Brownlow
Nothing Compare'
State of NoAh Carolina I Environmental Quality I Coeval Management
400 Commerce Ave I Morehead City, NC 28557
252 908 2808 T

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environmental Quality hereby gives public notice as required by NCGS 113A-
119(b) that application for a development permit in an Area of Environmental Concern as designated
under the CAMA was received on September 22, 2017. According to said application, Mr. Robert Stallings
IV proposes to excavate a boat basin and access channel adjacent to Pittman Creek, at 52 Silverwood
Drive, Pamlico County. A copy of the entire application may be examined or copied at the office of Brad
Connell, NC Division of Coastal Management, located at 400 Commerce Avenue, Morehead City, NC,
[phone] during normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce
Avenue, Morehead City, N.C. 28557, prior to October 30, 2017, will be considered in making the permit
decision. Later comments will be accepted and considered up to the time of permit decision. Project
modification may occur based on review and comment by the public and state and federal agencies.
Notice of the permit decision in this matter will be provided upon written request.
PUBLISHED ON: October 4, 2017
Nothing Compares -
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Ave I Morehead City, NC 28557
252 808 2808 T

TRANSMISSION JOURNAL
T330SYOW1261
TIME
FAX NO.1
NAME
F670-Al4
:09-27-2017 08:49
:12522473330
: DEQ-COASTAL
NO. FILENO. DATETIME DURATION PGS TO DEPT MODE STATUS
103 644 09.2708:48 00:16 2 n92490857 EC 603 OK

r
Connell, Brad
From:
Connell, Brad
Sent:
Friday, June 09, 2017 11:06 AM
To:
'[e-mail]'
Cc:
'[e-mail]'; Brownlow, Roy
Subject:
application revisions request
Importance: High
Mr. Cahoon,
Your LAMA Major Permit application is thorough and well prepared. However, there are some necessary revisions that
you need to address before the DCM can accept the application as complete for processing. Please correct the following
items:
1. Form DCM MP-1, Sg: please revise to select the "No" box;
2. Form DCM MP-1, 5h: please revise your answer to "N/A";
3. Form DCM MP-1, 6f: please submit the signed green card for Harold Stephenson;
4. form DCM MP-1, 6i: please submit the 404 Wetland delineation;
5. Form DCM MP-2, Excavation & Fill table: please revise the dimensions to ensure consistency with the project
narrative and drawings by denoting high ground positive elevations versus negative water depth readings (i.e.
+2.7' to-3.3'nwl);
6. Form DCM MP-2, lc: please revise to ensure consistency with the drawings (i.e. the drawings show 404 WL
impacts as opposed to CW impacts);
7. Form DCM MP-2, 3d: please revise your answer to 0' nwl;
8. Form DCM MP-2, 4: please omit answers and check the N/A box for this section;
9. Form DCM MP-2, 5d: please check the "Yes" box regarding 404 Wetland crossing and steps made to minimize
impacts;
10. Form DCM MP-3a: please discuss the gravel access road on the high ground and it's overall dimensions,
11. Project Narrative: please discuss existing use & development on the property, please name the adjacent
waterbody, please discuss why other alternatives are not utilized instead as to avoid impacts to this Primary
Nursery Area*, please provide specific detail of spoil disposal location, and please discuss if there are any
Coastal Wetland &/or 404 Wetland impacts.
12. Work Plan Drawings: all submitted drawings must be to -scale, please label and delimit each of the various
proposed development activities with their own unique graphic, please include a legend for the various graphics,
label proposed vs existing development, please show the DWR 50' buffer on Sheet 2 of 3, please differentiate
between Section 404 Wetlands and Coastal Wetlands AEC, please identify the normal water level (NWL) along
the shoreline, please include a title box for Sheet 3 of 3, please # the drawings made by Bobby Cahoon
Construction, please label the NWL and creek bottom on the dock cross section, and please show the NWL and
Coastal Wetlands AEC on the "Proposed Boat Ramp, Walkway and Basin" drawing by Bobby Cahoon
Construction.
*Pittman Creek is defined as a Primary Nursery Area (PNA) by the Marine Fisheries Commission (MFC). Please note
that this proposed new excavation within a PNA is Inconsistent with 15A NCAC 07H .0208(b)(1). which states that
"Navigation channels, canals, and boat basins shall be alfaned or located so as to avoid Primary Nursery Areas ... as
defined by the MFC," and will be recommended for the denial of a CAMA permit.
Thank you for your prompt attention to this matter. If you have any questions regarding this correspondence, please do
not hesitate to contact me.

Respectfully,
Brad Connell
Field Representative
NC Division of Coastal Management
http://Portal.ncdenr.org/web/cm/dcm-home
(zsz)Bos-zsos ext. zia
[e-mail]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.

BOBBY CAHOON CONSTRUCTION, INC.
6003 Ncuse Road
Grantsboro, NC 29529
Phone [phone]•Fax [phone]
Licensed and Fully Insured
NCGC License #62120
September 18, 2017
NCDENR
Div. of Coastal Management
Mr. Brad Connell
400 Commerce Avenue
Morehead City, NC 28557
Re: Revised Major CAMA Permit Application for Robbie Stallings
Mr. Connell,
Enclosed is the revised paperwork for the Major CAMA Permit Application for
Mr. Robert Stallings.
Please let us know if there is anything else you need.
Thank you,
Derrick Ipock
enclosure
RECEIVED
SEP 2 2 2017
DCM- MHD CITY

DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Na
Stallings Boat Ramp Basin
Applicant 1: First Name
MI
Last Name
Robert
L
Stallings IV
Applicant 2: First Name
MI
Last Name
NA
NA
NA
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
NA
12327
New Bern
NC
ZIP
Country
Phone No.
FAX No.
28561
us
252-671-5959 ext.
252-633-3125
Street Address (d different from above)
City
State
ZIP
NA
Na
NA
NA -
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Bobby Cahoon Construction, Inc
Agent/ Contractor 1: First Name
MI
Last Name
Jessie
B
Cahoon
Agent/ Contractor 2: First Name
MI
Last Name
NA
NA
NA
Mailing Address
PO Box
City
State
6003 Neuse Rd
NA
Grantsboro
INC
ZIP
Phone No. 1
Phone No.
2
28529
252 - 249 -1617
ext.
NA-
ext
FAX No.
Contractor #
252 249 9884
62120
Street Address (d different from above)
City
State
ZIP
NA
Na
NA
NA -
Email
[e-mail]
RECEIVED
<Form continues on back>
JUN 0 5 2017
DCM- MHD CITY
252.808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Pamlico
52 Silverwood Dr.
1328
Subdivision Name
city
State
Zip
NA
Merritt
NC
28556 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
NA - ext.
NA, I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Neuse River
Pittman Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Broad Creek
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes []No
work falls within.
Pamlico County
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
1353
1,154,340
c.
Size of individual lolls)
d. Approximate elevation of tract above NHW (normal high water) or
26.5 acres, I I
NWL (normal water level)
(if many lot sizes, please attach additional page with a HSU
4.0' ❑NHW or ®NWL
e.
Vegetation on tract
Pine plantation, Coastal vegitation
1
f.
Man-made features and uses now on tract "
Single family dwelling, gravel driveway, dock, seawall
g.
Identity and describe the existing land uses adlacent to the proposed project site.
Timber
h.
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
No zoning in this area
(Attach zoning compliance certificate, if applicable)
❑Yes ❑No ®NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does ft involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page> JUN 0 5 2017
DCM- MHD CITY
252.808-2808 — 1 a6F6-4kt OAST .. r,,,,.,.c,vastaImanagement.net

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? ®Yes []No
(III) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Conventional septic system
o. Describe existing drinking water supply source.
County municiple
p. Describe existing storm water management or treatment systems.
NA- Low Density Development
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use?
❑Commercial ❑PubliclGovernment
®Privale/Community,
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
Private boat ramp and basin for loading/ unloading of small skiffs.
i.. i
c.
Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Basin to be excavated and bulkhead/dock to be installed using an excavator that will be stored on land adjacent to the site
for the duration of the project.
d.
List all development activities you propose.
Excavate a basin, dredge access canal, install bulkhead, install boat ramp, install dock, install a gravel driveway
e.
Are the proposed activities maintenance of an existing project, new work, or both?
new work
f.
What is the approximate total disturbed land area resulting from the proposed project?
0.2 ❑Sq.Ft or ®Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area
SYes []No ❑NA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
Natural storm/rain water will sheet flow into Pittman Creek
I.
Will wastewater or stormwater be discharged into a wetland?
[]Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water?
❑Yes []No ®NA
j.
Is there any mitigation proposed?
[]Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back> JUN 0 5 2017
Ili M eeun GITY
252-808-2808 :: 1-888-4111 :: www.nccoastaimanagement.net

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) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (Q are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
I. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Harold Stephenson Phone No. 252-943-1665
Address 3257 Piney Grove Church Rd., Jacksonville NC 27846
Name Jane McLawhome Phone No. 252-633-1345
Address 5909 NC 17 HWY S., New Bern NC 28562
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permiltee, and issuing dates.
67780 CAMA 8/3012016
r�
h. Signed consultant or agent authorization forth, if applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further rtify thataythe information provided in this application is truthful to the best of my knowledge.
Date rJ_ , F1 Print Name rr t CC.i10oN
Signature 6 PRO W11 a 310 %L' .
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information
®DCM MP-3 Upland Development
[]DCM MP-4 Structures Information
❑DCM MP-5 Bridges and Culverts RECEIVED
JUN 0 5 2017
DCM- MHD CITY
252-808-2808 .. 1-888-4RCOAST .. www.ncceastaimanagement.net

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-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
98
65
40
Width
25
25
21
Avg. Existing
1.65
0
0
NA
NA
Depth
Final Project
3.3
6
0-6
NA
NA
Depth
1.
EXCAVATION
❑This section not applicable
a.
Amount of material to be excavated from below NHW or NWL in
b. Type of material to be excavated.
cubic yards.
dirt, sand, muck
137.02 cy
c.
(i) Does the area to be excavated include coastal wetlands/marsh
d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
122.82 cy
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
OCW 750 ❑SAV ❑SB
OWL ❑None
7
_
Ili) Describe the purpose of the excavation in these areas:ED
_
To install boat ramp basin
i
2.
DISPOSAL OF EXCAVATED MATERIAL
❑This section not applicable
a.
Location of disposal area.
b. Dimensions of disposal area.
On site (see drawing)
60' x 60'
c.
(i) Do you claim title to disposal area?
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No DNA
®Yes ❑No ❑NA
III) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
On site
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of disposal in these areas:
NA
f. (i) Does the disposal include any area in the water?
❑Yes ®No DNA
(ii) If yes, how much water area is affected?
NA RECEIVED
JUN 0 5 2017
DCM- MHD CITY
252-808-2808 :: 1-888.4RCOAST :: www.nccoastaimananement.net revised: 12/26106

Form DCM MP-2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ❑This section not applicable
(if development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization:
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: 0'
e. Type of stabilization material:
Viynl sheet pile and wood timber framing
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 0 Riprap 0
Breakwater/Sill 0 Other 0
i. Source of fill material.
NA
b. Length: 204'
Width: 12"
d. Maximum distance waterward of NHW or NWL: 2'
f. (i) Has there been shoreline erosion during preceding 12
months?
[--]Yes ®No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
NA
h. Type of fill material.
NA
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ®No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW).
If yes,
(ii) Amount of material to be placed in the water 0
(iii) Dimensions of fill area NA
(iv) Purpose of fill
NA
a. How will excavated or fill material be kept on site and erosion
controlled?
Shall be mounded up and surrounded by sift fencing
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
NA
Date
5laglao►]
Project Name
5-vattiNIOW& &wp 'E>s163
submerged aquatic vegetation (SAV), shell bottom (SE), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(!I) Describe the purpose of the fill in these areas:
NA
What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Excavator and bardge
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No DNA
(it) If yes, explain steps that will be taken to avoid or minimize
environmental impacts. NA RECEIVED
DCM- MHD CITY
Applicant Name
Teresw (a�Z0rQ OdInN14AA14f, -TV-
A plI S I U^ , _,,j,� ;JPC
(/JcL(1Ml l/(^(//�L/_ttiY1t (�1tU1
252-808-2808 :: 1-888.4RCOAST :: www.nccoastalmanagement.ne. revised: 12126106

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
b.
Number of lots or parcels.
proposed.
1
NA
c. Density (give the number of residential units and the units per
d.
Size of area to be graded, filled, or disturbed including roads,
acre).
ditches, etc.
NA
0.2 Acres
e. If the proposed project will disturb more than one acre of land, the
f.
List the materials (such as mart, paver stone, asphalt, or concrete)
Division of Land Resources must receive an erosion and
to be used for impervious surfaces.
sedimentation control plan at least 30 days before land -disturbing
Marl/ granite gravel stone
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
[]Yes []No ®NA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
h.
Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or built -upon surfaces, such as
require a Stonnwater Certification.
pavement, building, rooftops, or to be used for vehicular driveways
(i) Has a site development plan been submitted to the Division of
or parking.
Water Quality for review?
0.04%
[]Yes ®No ❑NA
i. Give the percentage of the entire tract to be covered by impervious
(ii) If yes, list the date submitted:
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
0.75%
j. Describe proposed method of sewage disposal.
k.
Have the facilities described in Item (i) received state or local
NA
approval?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
1. Describe location and type of proposed discharges to waters of the
m.
Does the proposed project include an innovative stonnwater
state (e.g., surface runoff, sanitary wastewater, industriall
design?
commercial effluent, 'Wash down" and residential discharges).
[]Yes ®No ❑NA
Surface run -Off
If yes, attach appropriate documentation.
RECEIVED
JUN 0 5 2017
DCM- MHD CITY
252-80848082 n 1.888.4RCOAST :: v ww.nccoastalmanagement.net revised: 12/26/06

Form DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
NA
o. When was the lot(s) platted and recorded?
12/27/2007
51QOJ Q o (1
Date
Project Name 0
a►i1
_6Wlicant Name
CA
n. (i) Will water be impounded? []Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
RECEIVED
JUN 0 5 2017
DCM- MHD CITY
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanaaement.net revised: 12/26/06

BOBBY CANOON CONSTRUCTION, INC.
6003 Neuse Road
Grantsboro, NC 28529
Phone [phone] / Fax [phone]
Licensed and Fully Insured
NCGC License #62120
Project Narrative
1 /9/2017
Project Owner: Robert L. Stallings IV
Site Address: 52 Silverwood Drive
Merritt NC, 28556
-),
The purpose for applying for this major development permit is construct and install a gravel
driveway leading to a concrete boat ramp. The ramp will sit inside of a small bulkheaded boat
basin that will have a small dock walkway along one side of the bulkhead. This project is for
the owner in order to maintain existing privately owned local waterfowl impoundments. This
will be a protected basin to store a barge and use as a loading area to move equipment, back
and forth, to the impoundments. This project can be broken into four stages.
Stage one: Digging and dredging
We will first install silt fencing along the water's edge at the project area. We will then
dig a 25' wide x 65' long x 5'+- deep basin landward that will have an approximate water
depth of 3.3'. We will also dredge a 21' wide access channel out far enough (approx. 86') to
reach the average existing creek channel depth of 3.3'. We will use an excavator to do all of
the digging and dredging. It is possible that a barge will be necessary for a portion of the
channel dredging. The spoil will be staged on site in a designated spoil area and will be
surrounded by silt fencing.
Stage two: Vinyl bulkheading and Wooden dock
Once the basin is dug, we intend to protect the new shoreline with vinyl bulkhead
sheeting along with wooden wales, pilings and wall cap. This wall will be secured with driven
dead man tieback anchors. The right side of the basin will have a 4' wide wooden walkway
extending the entire length of the basin. The pilings and wall sheeting will be installed using
an excavator with a vibratory hammer. All other work will be done using necessary hand tools
required for proper construction methods.
Stage three: Concrete boat ramp
At the landward west end of the basin, we will install a 21' wide x 40' long x 5.5" thick
concrete boat ramp that will extend 20' waterward and 20' landward. The ramp will have steel
#4 rebar installed 12" oc squared and will be poured using 4000 psi concrete that will have a
rough finish to promote traction and prevent slipping. The ramp will be poured in place in the
manor of installing a temporary coffer dam and continuously pumping�y�tl1eEIater VEDuntil
concrete has set. tt((;;
JUN 0 5 2017
DCM- MHD CITY

Stage four: Gravel driveway access
In the designated proposed driveway area, we will remove the necessary trees and
vegetation along with the top layer of decomposed soils (4-6") and pile up on site. We will
then install a filter cloth and approx. 6-8" of marl or granite gravel. This will be done using an
excavator along with a tracked skid steer with bucket.
Present Status of the proposed project:
No land has been cleared and no work has been started at this time.
RECEIVED
JUN 0 5 2017
DCM- MHD CITY

.1"
N3C23'47"W
99.46,
SURVEYED FOR
ROBERT L. STALLINGS IV
CURRENT OWNER: ROBERT L STAWNGS N
SOUTHERN PORTION OF "WEYERHAEUSER PAM 12'
OEM REFERENCE: DEED BOOK 574 PAGE 487
MAP REFERENCE: PLAT CABINET A SLIDE 166-13
PLAT CABINET A SLIDE 169-17
TAX PARCEL LOB-37-3
ADDRESS: 52 SILVERWOOD DRIVE
MERRITT NC 28556
+1 �. aorvrw� u V aUKVcTWn - -uw
'.33'58'5 'W Q >z 186 CAMPEN ROAD
t 11.53 BAYBORO, NORTH CAROUNA 28515
HAROLD L STEPHENSON (�)
N31'32'43 3257 PINEY GROVE
tP CHURCH ROAD P T Ha 2016-29 GaE: 0°-as-2n'6
138.27' 'S6 ESVILLE NC 27846 srxc r"
PFf DEED BOOK 461 6Tua SHEET 2 a 3
PAGE 255
PO PLAT CABINET A SLIDE 147-20
N26'46'40'W 93.21 �j .n TAX PARCEL g: L09-1Z _ PITfMAN CREXK
N22'57'31'W 87.9E
N20'48'02'W 57
N79'35'03'W 152.7
r
n
t
c
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z N19'3757W 200.13
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N
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m
N19'36'32"W 206.12
'
S8T46'11'W 1217.68'
[
N20'12'12'W 55.5 '
Opapl,K SCALE
JANE P. MCLAWHORN
5609 NC 17 HWY S
NEW BERN NC 28562
0 5o too 1so 200 40o
DEED BOOK 519 PAGE 441
TAX PARCEL f L091-122
EXISTING
HOME SITE
GA/?
L-2703
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VICINITY SKETCH
v
0
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NORTHEAST CORNER OF BOAT RAMP
NORTHING: 501301.38 SFT.
EASTING: 2716362.70 SFr.
CAMA 5 NC GRID COODINATES
o NORTHING: 501322.25 SFT.
G h T71 M1�7� 7 M cFr.
CAMA 5 TO CAMA 4
S59'50'39'E 40.49'
CAMA 4 TO NORTHEAST
h RNER OF BOAT RAMP
32 12'17'E 0.62'
Al
EXISTING HOME SITE
N 1
3
aXa 2
MARSH
LAMA 1
COURSE
BEARING DISTANCE
L-1
S3744'DB'E
6.98,
L-2
S56'46'30'E
14.06'
L-3
S06'05'55'E
6.61,
L-4
NOS57'15'E
25.JW
L-5
N4714'17'E
66.94'
L-6
N4C'16'38'E
86.7-r
L-7
N32'52'15'W
24.13'
L-8
N53'46'41"W
32.96'
L-9
NO6'29'55Y1
49.95'
LEDGEND: (-X.X) - DEPTH BELOW NORMAL Y(AjER„Uw,
[X.XX7 a EXISTING ELEVATION DATUM,, k' 1 `;
r '7
1 S��c)P„9
+(-3.0) '(-3.0)
1
•(-3.1) TRIBUTARY OF
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OD'E
L-2703
zv� zd1
3604
NEW BEA28S60�NO��1l++
DEED BOOK 210 PAGE 141
MAP PARCEL NUMBER: LD9-16
(-2.5) -_ 33 •(-3.3) '(- .0) ET> � CREEK
-3.2) (-) •(-2.9)
PITTMAN CREEK
•(-2,1) SURVEYED FOR +(-3.9)
ROBERT L. STALLINGS IV
CURRENT OWNER: RpaF#T L. STALLINGS IV
SOUTHERN PORTION Or-WEYERHA&Wj3ER PAM 12-
DEED REFERENCE: DEED BOOK 574 PAGE 487
MAP REFERENCE: PLAT CABINET ,,gg_�SLIDE 166-13
PLAT CCCALLB,,INb'-WISLIDE 169-17
ADDRESS 52ESILVERWOOD3DRIVE
MERRITT NC 28556
i PROFESSIONAL LAND SURVEYORR�q- QL-2703
III CAMPEN IBITPWtf CREEK BAYBORO, NORTH CAROU
(2n) em-663s
SCALE r. eo' PRQ187 NO. 2016_29 mv_- 08-25-2116
STAL4 S M 2 OF 3

GRAPHIC SCALE
0 10
20 30 40
eo
-
i
Tc
COURSE
BEARING
DISTANCE
o
Q
L-1
L-2
L-3
L-4
L-5
L-6
L-7
L-8
53744'08'E
S56'46'30"E
SO6'05'55"E
NO3'57'15'E
N49'14'17"E
N40'16'38'E
N32'52'15
N53'46'41'W
14.06'
6.61'
25.38'
66.94'
86.77'
24.13'
32.96'
O
o o
= <
TRIBUTARY OF
'(-0.5) +(-3.0) PITTMAN CREEK
00'E 55.62 (-3.3) +(-3.1)
N76 �` 5125.00' 'E
p6 5 O '(-3.1)
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$ SHI4Z421y A3 611 '(-1.2)
PARCEL DESCRIPTION CUBIC DS
Stt'2q 11 h
� ^\?g �,21�82 �'� O PROPOSED EXCAVATED AREA OF
2 Pv ,yQ, UPLAND .................... 122.82 CUBIC YARDS
J
lop
I� i
CA,) m O PROPOSED EXCAVATED AREA OF
Z' l "o " w WETALND................... 148.72 CUBIC YARDS
o y
EAL
r
L-27
�,'•Y9 �. \TLO'L o� '' Z rn PROPOSED EXCAVATED AREA OF
(n . H 1 m BOTTOM ..............
SI�gVE.'y ��J o 137.02 CUBIC YARDS
�hF, J. N•• V��, j5�57 `� EXISTING HOME SITE
b \.........•\\ S ..n T2 SHEET 3 OF 3

A
Pamlico County, NC
PROPERTY MAP
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Parcel Number:
L08-37-3
Q
Deed Book:
000574
NC PIN:
7510514126
Deed Page:
487
Owner Name:
STALLINGS ROBERT L IV
Plat:
Owner Names:
`
ed Acres:
Owner Address:
P O BOX 12327
1
C
nd Value:
150 150281
Owner City:
NEW BERN
Z
ing Value:
i
0 N
Owner State:
NC
Value:
150281
Owner Zip:
28561
M Sale Date:
12/4/2012
Situs Address:
52 SILVERWOOD DR
Sale Price:
185000 One Inch = 200 Feet
Legal Desc:
EAST SIDE SR 1328
y
V
M
4
117-1

Vinyl Seawall and
Wood Dock Walkway
Cross Section
Double Wale Wall with Pilings
NTS
2"x 6" Decking
attached with 3" SS Screws
. •. 2"X 8" Back Wale
3/4" X 12' Tie -Rod
6"x 6" Treated
Double Timber Wale
12' Vinyl
Sheet Pile
5'-6' x 6"-8"
Deadman piling
0
M
z
o
8" x 14'
M
=
an
Navy wall Pilings
Q
o
< 7.5" OC for length of wall
0
v
M
This drawing is the sole property of
Bobby Cahoon Construction Inc.
and is not intended for use by any other entity.
4
2 x 8 Stringer attached to
piling with 5/8 timber bolt
and/or vertical blocking
2 x 10 Header
attached to pilings with
5/8 galy. timber bolts
10" x 20' Piling
to extend above
decking 48"

.._._._._._._._._._._,_,_,_
2"x 12" Top Cap
2"X 8" Back Wale
6"x 6" Treated
Double Timber Wale
10.
3/4" X 12' Tie -Rod
ESP 3.1 or Equivalent
12' Vinyl Sheet Pile
5'-6' x 6"-8" Deadman piling
Li� cz m
Z 0
M CXV m 8"x14'
a Navy wall Pilings
0 7.5'+- OC for length of wall
0" m
This drawing is the sole property of
Bobby Cahoon Construction Inc.
and is not intended for use by any other entity.
Vinyl Seawall
Cross Section
Typical
Double Wale/ With Pilings
NTS
APPROX 2-3'
Normal Water Line
APPROX 2-3'
Creek Bottom
APPROX 6'
�. 1

UCM MP4
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Project Name (if applicable)
Na
Stallings Boat Ramp Basin
Applicant 1: First Name
MI
Last Name
Robert
L
Stallings IV„Jf
Applicant 2: First Name
MI
Last Name
NA
NA
NA
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
NA
12327
New Bem
NC
ZIP
Country
Phone No.
FAX No.
28561
us
252-671-5959 ext.
252-633-3125
Street Address (if different from above)
City
State
ZIP
NA
Na
NA
NA -
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Bobby Cahoon Construction, Inc
Agent/ Contractor 1: First Name
MI
Last Name
Jessie
B
Cahoon
Agentl Contractor 2: First Name
MI
Last Name
NA
NA
NA
"
Mailing Address
PO Box
City
State
6003 Neuse Rd
NA
Grantsboro
NC
ZIP
Phone No. 1
Phone No.
2
28529
252 - 249 -1617
ext.
NA-
ext.
FAX No.
Contractor #
252 249 9884
62120
Street Address ff different from above)
City
State
ZIP
NA
Na
NA
NA -
Email
[e-mail]
<Form continues on back>
SEP 2 2 2017
252-808.2808 :: 1-888-42COAST :: www.nccoastalmanagemJXM— MHD CITY

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Pamlico
52 Silverwood Dr.
1328
Subdivision Name
City
State
Zip
NA
Merritt
NC
28556 -
Phone No.
Lot No. (a) (if many, attach additional page with list)
NA- ext.
NA, I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Neuse River
Pittman Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Broad Creek
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ONO
work falls within.
Pamlico County
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
1353
1,154,340
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high wafer) or
26.5 acres, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
4.9 ❑NHW or ®NWL
e.
Vegetation on tract
Pine plantation, Coastal vegitation
f.
Man-made features and uses now on trail
Single family dwelling, gravel driveway, dock, seawall
g.
Identify and describe the existing land uses adiacent to the proposed project site.
Timber
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
No zoning in this area
(Attach zoning compliance certificate, 'rf applicable)
❑Yes ONO ®NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page> RECEIVED
SEP 2 2 2017
252.808-2808 :: 1-&&it-G, €dvOAST :: wvvw.. ewi4a�nstdfms erary��I t.AD CITY

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (I) Are there wetlands on the site?
®Yes []No
(ii) Are there coastal wetlands on the site?
®Yes []No
(ill) If yes to either (i) or (ii) above, has a delineation been conducted?
®Yes []No
(Attach documentation, i/ available)
n. Describe existing wastewater treatment facilities.
Conventional septic system
o. Describe existing drinking water supply source.
i
County municiple
p. Describe existing storm water management or treatment systems.
NA- Low Density Development
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use?
❑Commercial ❑PublictGovemment
SPrivate/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
Private boat ramp and basin for loading/ unloading of small skiffs.
c.
Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Basin to be excavated and bulkhead/dock to be installed using an excavator that will be stored on land adjacent to the site
for the duration of the project.
d.
List all development activities you propose.
Excavate a basin, dredge access canal, install bulkhead, install boat ramp, install dock, install a gravel driveway
e.
Are the proposed activities maintenance of an existing project, new work, or both?
new work
f.
What is the approximate total disturbed land area resulting from the proposed project?
0.35 ❑Sq.Ft or SAcres
g.
Will the proposed project encroach on any public easement, public accessway or other area
❑Yes ❑No ❑NA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
NA
I.
Will wastewater or stormwater be discharged into a wetland?
❑Yes SNo ❑NA
If yes, will this discharged water be of the same salinity as the receiving water?
❑Yes ❑No SNA
j.
Is there any mitigation proposed?
❑Yes SNo ❑NA
If yes, attach a mitigation proposal.
<Form continues on back> RECEIVED
SEP 2 2 2017
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagemeIJCM— MHQ CITY

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) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
I. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Harold Stephenson Phone No. 252-943-1665
Address 3257 Piney Grove Church Rd., Jacksonville NC 27846
Name Jane McLawhorne Phone No. 252-633-1345
Address 5909 NC 17 HWY S., New Bern NC 28562
Name Phone No.
Address
1;
g. A list of previous state or federal permits issued for work on the project tract. Includk pe it numbers,rcni ee nd, issuing dates.
67780 CAMA 8/30/2016 \\
h. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful t0 the best of my knowledge.
Date Print Name
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts RECEIVED
®DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
SEP 2 2 2017
DCM- MHD CITY
252.808.2808 .. 1.888.4RCOAST .. www.nccoastaimanagement.net

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-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
92
65
40
Width
25
25
21
Avg. Existing
1.65
+2.7
+2.7
NA
NA
Depth
Final Project
-3.3
-3.3
+2.7 to -3.3
NA
NA
Depth
1.
EXCAVATION
[]This section not applicable
a.
Amount of material to be excavated from below NHW or NWL in
b. Type of material to be excavated.
cubic yards.
dirt, sand, muck
140.55 cy
c.
(i) Does the area to be excavated include coastal wetlandstmarsh
d. High -ground excavation in cubic yards.
(CW) submerged aquatic vegetation (SAV), shell bottom (SB),
150 cY
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW _ ❑SAV ❑SB
OWL 871 []None
(ii) Describe the purpose of the excavation in these areas:
To install boat ramp basin
2.
DISPOSAL OF EXCAVATED MATERIAL
❑This section not applicable
a.
Location of disposal area.
b. Dimensions of disposal area.
On site (see drawing) In highground upland area outside of
60' x 60'
the Nauss River buffer zone
c.
(i) Do you claim title to disposal area?
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
®Yes []No ❑NA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
On site
e.
(I) Does the disposal area include any coastal wetlands/marsh
I. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
❑Yes ®No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
If d?
(ii) If how much water area is affected?
y
❑CW ❑SAV ❑SB
NA
OWL ®None
(ii) Describe the purpose of disposal in these areas:
NA
RECEIVE D
SEP 2 2 2017
252-808.2808 :: "88-4RCOAST :: www.nccoastalmanagement.net DCM_ MHCy.-YV26/06

Form DCM MP-2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION ❑This section not applicable
(it development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization: b. Length: 204'
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: 0'
e. Type of stabilization material:
Viynl sheet pile and wood timber framing
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 0 Riprap 0
Breakwater/Sill 0 Other 0
i. Source of fill material.
NA
Width: 12"
d. Maximum distance waterward of NHW or NWL: 0'
f. (i) Has there been shoreline erosion during preceding 12
months?
[]Yes SNo ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
NA
h. Type of fill material.
NA
4. OTHER FILL ACTIVITIES SThis section not applicable
(Excluding Shoreline Stabilization)
a. Ill Will fill material be brought to the site? []Yes ❑No SNA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL SNone
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Shall be mounded up and surrounded by sift fencing Excavator and bardge
c. (1) Will navigational aids be required as a result of the project?
[]Yes SNo ❑NA
(ii) If yes, explain what type and how they will be implemented.
NA
Date
Project Name
d. (1) Will wetlands be crossed in transporting equipment to project
site? SYes []No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Installation of temporary wood logging mats, salinity curtain and
sift fencing
RECEIVED
Applicant Name
SEP 2 2 2017
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net DC Iv1--,M14&QiT6Y

Form DCM MP-2 (Excavation and Fill, Page 3 of 3)
Applicant Signature
1 _?
RECEIVED
SEP 2 2 2017
DCM- MHD CITY
252-808-2808 :: 1-888-4RCOAST :: w .ncco_astalmanagement.net revised: 12/26/06

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental Information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
Gravel Driveway- demensions 328 LF x 20' wide (6150 sf)
c. Density (give the number of residential units and the units per
acre).
NA
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ❑No [DNA
(h) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
0.04%
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
0.75%
j. Describe proposed method of sewage disposal.
NA
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, 'wash down" and residential discharges).
Surface run-off
b. Number of lots or parcels.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
0.35 Acres
I. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Marl/ granite gravel stone
h. Projects that require a CAMA Major Development Pennitlrnpy also
require a Stonnwater Certification. - ----'`:
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes SNo ❑NA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes SNo ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stonnwater
design?
[]Yes SNo ❑NA
If yes, attach appropriate documentation.
RECEIVED
SEP 2 2 2017
DCM- MHD CITY
252-808.28082 :: 1-888-4RCOAST :: www.nccoastalmanauement.net revised: 12126106

Forth DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
NA
o. When was the lot(s) platted and recorded?
12272007
Date
Project Name
Applicant Name
Applicant Signature
n. (i) Will water be impounded? []Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
RECEIVED
SEP 2 2 2017
DCM- MHD CITY
252.808.2808 :: 1-888-4RCOAST :: www.neeoastalmananement.net revised: 12126/06

"CM MP-1
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. PrimaryApplicatW Landowner Infonnadon
Business Name
Project Name (if applicable)
Na
Stallings Boat Ramp Basin
Applicant 1: First Name
MI
Last Name
Robert
L
Stallings IV
Applicant 2: First Name
MI
Last Name
NA
NA
NA
It additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
NA
12327
New Bem
INC
ZIP
Country
Phone No.
FAX No.
28561
us
252-671-5959
ext.
252-633-3125
Street Address (if ddlerent from above)
City
State
ZIP
NA
Na
NA
NA -
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Bobby Cahoon Construction, Inc
Agent/ Contractor 1: First Name
MI
Last Name
Jessie
B
Cahoon
Agent/ Contractor 2: First Name
MI
Last Name
NA
NA
NA
Mailing Address
PO Box
City
State
6003 Neuse Rd
NA
Grantsboro
NC
ZIP
Phone No. 1
Phone No. 2
28529
252-249-1617
ext.
NA- ext.
FAX No.
Contractor #
252 249 9884
62120
Street Address(d different from above)
City
State
ZIP
NA
Na
NA
NA -
Email
[e-mail]
<Form continues on back>
RECEIVED
SEP 26 2017
252-808.2808 :: 1.888-4RCOAST :: www.nccoastalmanaq3r�t„,MHD CITY

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (:!:[:I::::::E52S
reet Address
State Rd. #
Pamlico
ilverwood Dr.
1328
Subdivision Name
City
State
Zip
NA
Merritt
NC
28556 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
NA- ext.
NA, I ,
B. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Neuse River
Pittman Creek
C. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Broad Creek
Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the
®Yes []No
r
proposed
work falls within.
Pamlico County
4. Site Description
a. Total length of shoreline on the tract (ft)
to Size of entire tract (sq.ft)
1353
1,154,340
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
26.5 acres,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
4.0' ❑NHW or NNWL
e. Vegetation on tract
Pine plantation, Coastal vegitation
f. Man-made features and uses now on tract
Single family dwelling, gravel driveway, dock, seawall
g. Identify and describe the existing land uses adjacent to the proposed project she.
Timber
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
No zoning in this area
(Attach zoning compliance certificate, if applicable)
❑Yes ❑No NNA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes NNo
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes NNo ❑NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes NNo ❑NA
National Register listed or eligible property?
r'(C\iGIv Vv
<Form continues on next page> SEP 26 2017
nrhA_bAHCITY
252-808-2808 :: 1.888.4RCOAST :: www.nccoastaimanagement.net

i=orm DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
M. (i) Are there wetlands on the site? ®Yes [-]No
(ii) Are there coastal wetlands on the site? EYes ❑No
(III) If yes to either (i) or (ii) above, has a delineation been conducted? EYes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Conventional septic system
o. Describe existing drinking water supply source.
County municiple
p. Describe existing stone water management or treatment systems.
NA- Low Density Development
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Govemment
®Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
Private boat ramp and basin for loading/ unloading of small skiffs.
c.
Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Basin to be excavated and bulkhead/dock to be installed using an excavator that will be stored on land adjacent to the site
for the duration of the project.
d.
List all development activities you propose.
Excavate a basin, dredge access canal, install bulkhead, install boat ramp, install dock, install a gravel driveway
e.
Are the proposed activities maintenance of an existing project, new work, or both? new work
f.
What is the approximate total disturbed land area resulting from the proposed project? 0.35 ❑Sq.Ft or ®Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ❑No ❑NA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
NA
I.
Will wastewater or stormwater be discharged into a wetland? []Yes SNo ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No SNA
j.
Is there any mitigation proposed? ❑Yes SNo ❑NA
If yes, attach a mitigation proposal.
<Form continues on back> SEP 26 2017
eT
252-808.2808 .. t-888.4RCOAST :: www.nccoastalmanagement.net

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) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (t) are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Harold Stephenson Phone No. 252-943-1665
Address 3257 Piney Grove Church Rd., Jacksonville NC 27846
Name Jane McLawhorne Phone No. 252-633-1345
Address 5909 NC 17 HWY S., New Bern NC 28562
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
67780 LAMA 8130/2016
It. Signed consultant or agent authorization form, If applicable.
1. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10). if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certification and Permission to Enter on Land I
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�y rtify th t the information provided in this application is truthful
ltto� tthe best of my knowledge.
Date 91 ato�aD � � Print
�N/arme erebA Qa u m
Sign �}e Our)
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culvert EC E IV ED
®DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
SEP 26 2011
DCM- MHD CITY
252.808.2808 :: 1.888-4RCOAST :: www.nccoastaimanagement.net

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-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL
stabilization
Length
92
65
40
Width
25
25
21
Avg. Existing
1.65
+2.7
+2.7
NA
NA
Depth
Final Project
-3.3
-3.3
+2.7 to -3.3
NA
NA
Depth
!. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
140.55 cy
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW _ ❑SAV ❑SB _
OWL 871 []None
(ii) Describe the purpose of the excavation in these areas:
To install boat ramp basin
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
On site (see drawing) In highground upland area outside of
the Neuse River buffer zone
c. (1) Do you claim title to disposal area?
SYes []No ❑NA
(i) If no, attach a letter granting permission from the owner
e. (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.
❑CW ❑SAV ❑SB _
OWL SNone
(ii) Describe the purpose of disposal in these areas:
NA
[I This section not applicable
b. Type of material to be excavated.
dirt, sand, muck
d. High -ground excavation in cubic yards.
150 cy
❑This section not applicable
b. Dimensions of disposal area.
60' x 69
d. (i) Will a disposal area be available for future maintenance?
®Yes []No ❑NA
(ii) If yes, where?
On site
f. (i) Does the disposal include any area in the water?
1--]Yes SNo ❑NA
(ii) If yes, how much water area is affected?
NA
RECEIVED
SEP 26 2017
252-808.2808 :: 1-888-0RCOAST :: www.nccoastalmanaaement.net seA. 1 / 6/O6

Form DCM MP-2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION ❑This section not applicable
(if development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization: b. Lencth: 204'
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other. _ Width:
c. Average distance waterward of NHW or NWL: 0' d. Maximum distance waterward of NHW or NWL: 0'
e. Type of stabilization material:
Viynl sheet pile and wood timber framing
f. (i) Has there been shoreline erosion during preceding 12
months?
[--]Yes ®No ❑NA
(11) If yes, state amount of erosion and source of erosion amount
information.
NA
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill 0 Riprap 0 NA
Breakwater/Sill 0 Other 0
I . Source of fill material.
NA
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ❑No ®NA b. (!)Will fill material be placed in coastal wetlands/marsh (CM.
a yes.
(ti) Amount of material to be placed in the water _
(III) Dimensions of fill area
(iv) Purpose of fill
a. How will excavated or fill material be kept on site and erosion
controlled?
Shall be mounded up and surrounded by sift fencing
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No DNA
(ii) If yes, explain what type and how they will be implemented.
NA
suomerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑cW _ ❑SAV ❑SB
OWL _ ®None
(ii) Describe the purpose of the fill in these areas:
J. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Excavator and bardge
d. (i) Will wetlands be crossed In transporting equipment to project
site? ®Yes ❑No DNA
(11) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Installation of temporary wood logging mats, salinity curtain and
silt fencing
T 101n by-WeSA CCh=r�j
Date
PA �i N Applicant Who V �.
Project Name SEP 26 20V
252-808.2808::1-888-4RCOAST :: www.nccoastalmanaaemen4net DCM- MHD Cir a :12128106

Form DCM MP-2 (Excavation and Fill, Page 3 of 3)
Applicant Sigrldture
RECEIVED
SEP 2 6 2017
DCM- MHD CITY
252-808-2808 :: 1-888-4RCOAST :: w .nccoastalnnanaaennent.net revised: 12/26/06

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT -I
a. Type and number of buildings, facilities, units or structures
proposed.
Gravel Driveway- demensions 328 LF x 20' wide (6150 so
c. Density (give the number of residential units and the units per
acre).
NA
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
[]Yes [:]No ®NA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
0.04%
I. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
0.75%
j. Describe proposed method of sewage disposal.
NA
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industriall
commercial effluent, "wash down" and residential discharges).
Surface runoff
b. Number of lots or parcels.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
0.35 Acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Marl/ granite gravel stone
h. Projects that require a CAMA Major Development Permit may also
require a Stommwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes ®No ❑NA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
[]Yes ®No ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
[]Yes ®No ❑NA
If yes, attach appropriate documentation.
RECEIVED
SEP 26 2017
DCM- MHD CITY
252-808-28082 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06

FOPm DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g.. well,
community, public system, etc.)
NA
o. When was the lot(s) platted and recorded?
12/27/2007
Date
S-LI.I t SAS �cunc� 3�Sj'�1
Project Name
Ap licant Name
� A IrA 4
Applicant Signature
n. (i) Will water be impounded? ❑Yes ®No []NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
RECEIVED
SEP 2 6 2017
DCM- MHD CITY
252-808-2808 :: 1-88"RCOAST :: wwvv_neccastalmananement.net revised: 12/26/06

ROY COOPER
Govemar
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
Coastal Management
ENVIRONMENTAL OUALITY
hL 11143 [1);L•\►1 DiuJJ I
DATE: September 27, 2017
TO: Gregg Bodnar
THRU: Roy Brownlow
FROM: Brad Connell `Ir
SUBJECT: Comments and Recommendations - CAMA Major Permit —Robert Stallings IV,
Pamlico County
The following is my assessment and consequent recommendations of the above referenced proposal: This
proposal would excavate 2,300 square feet of shallow bottom Primary Nursery Area (PNA) habitat, 875 square
feet of Section 404 Wetlands/ and 750 square feet of high ground. This proposal would fill 1,500 square feet
of Section 404 Wetlands an yl 10,160 square feet of high ground. This proposal i subjed to the Neuse River
H �," Basin Riparian Buffer Rulesl/ These waters of Pittman Creek are closed to shellf�sh harvest.
`0��1�
Thls waterbody is a PNA as defined by the Marine Fisheries Commission (MFC). I recommend that the project
be denied as proposed in accordance with the Specific Use Standards outlined in 15A NCAC 07H .0208(b)(1) w ,d,
which ~states that "Navigation channels, canals, and boat basins shall be aligned or located so as to 55�
avoid primary nursery areas.... as defined by the 14K...."` 04 / 5 P NCaG 0 7Y, V g (I,)C7)C 6 u(
5 ConSkue4j ��tw�.( a` �yaf(aQ (,1B "�a &aZ4 4 QVcr/ r5nt4c,. RDru2fo i .� av13
CC: Roy Brownlow, DCM
Nothing Compares.
State of North Carolina I Enviromnental Quality I Coastal Management
400 Comme Ave I Morehead City, NC 28557
252 808 2808 T

W
Llo v
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Robert Stallings IV
LOCATION OF PROJECT SITE: The project is located adjacent to a tributary of
Pittman Creek at 52 Silverwood Drive, near Merritt, Pamlico County.
Latitude: 351 6'13.25"N Longitude: 76036117.30"W
INVESTIGATION TYPE: CAMA/D&F
INVESTIGATIVE PROCEDURE: Date(s) of Site Visit — 8/30/16
Was Applicant or Agent Present —Yes
Photos Taken — No
PROCESSING PROCEDURE: Application Received — cc: 9/22/17
Office — MHC
SITE DESCRIPTION:
(A) Local Land Use Plan — Pamlico County (January 28, 2005)
Land Classification from LUP —Rural with Services
(B)
AEC(s) Involved: CW, ES, EW, PTA
(C)
Water Dependent: Yes
(D)
Intended Use: Private
(E)
Wastewater Treatment:
Existing — septic
Planned -none
(F)
Type of Development:
Existing — dwelling, bulkhead, and dock
Planned - excavation, bulkhead, and boat ramp
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
HABITAT DESCRIPTION: DREDGED FILLED INCORP/SHADED
r '�)
(A) /X11 2,300 ftZ
(B) High Gro 1 750 ftZ
10,160 ftZ
(C) 404 Wetlands 875 f12 1,500 ftZ
(E) Total Area Disturbed: 15,585 ftZ
(F) Primary Nursery Area: Yes
(G) Water Classification: SA; HQW, NSW Open: No
(II) Cultural Resources: None QUl/clta�d
Project Summary: The applicant wishes to construct a upland basin and channel
excavation for personal use adjacent to Pittman Creek, Pamlico County.

I field Investigation Report:
Stallings
Pace 2
Narrative Description:
Located within the Neuse River Basin, the property is adjacent to Pittman Creek (off Lower Broad
Creek) at 52 Silverwood Drive, near Merritt in Pamlico County. This private property is currently
developed with a dwelling, vinyl bulkhead, and dock. The adjacent riparian properties are similarly
developed.
The elevation of the high ground of the parcel is about 4' above the normal water level (nwl).
Vegetation on the pare ainly consists of native trees and shrubs. There are Coastal Wetlands
(Juncus roemerianus) ` ` theproject area. The 26.5-acre parcel has approximately 1,353' of�WS
continuous shoreline along Pittman Creek. Immediate offshore water depths adjacent to the parcel
range from —0.5' to —3' nwl. The subaqueous substrate is soft without shell.
There is not a cultural resource in the nearby vicinity of the project area. This iu of theL
Pittman Creek waterbody is approximately 190' across at this location. These coastal waters are
classified as a Primary Nursery Area (PNA). Submerged aquatic vegetation (SAV) is not present at
this location. This area is closed to shellfish harvest and is classified as SA; HQW; Nutrient
Sensitive Waters. There is not a defined Federal Channel in the vicinity of this proj t area. This
project area is subject to the Neuse River Riparian Buffer Rules.
The applicant proposes to construc(an�pland has n, boa ramp, and excavation adjacent to Pittman
Creek, near Merritt. The proposed development wouldF
Jplace at 52 Silverwood Drive, Pamlico ^
County. The proposal would be for the exclusive privse of the Aproperty owner. 55' q Gw $
t��V` ,�57�+"a�Wi,! zS51/ N�'d vp�b,
' The proposed boat basin y�'d 65' taudand 25' wido It would be excavated1down to -3.3',
a*NWL. 40' long and 21 Ille at ramp is proposed at the west end of the proposed basi The
xcavated basin shoreline and boat ramp would be stabilized with 204' of vin 1 bulkl side -to
staging dock is proposed within the basin along the south side. This proposed dock would aid in the
launch and retrieval of vessels at the proposed boat ramp. This -proposed dock would be 4' wide and
65' long. n t
prtlf7>� 0✓Id �Pt C4�ran r/1kL��( � .40/ �tUt,l 1?��'�7
The l2 excavation of an access channel ' nnect the proposed boat basin to the
natural -3.3' NWL contour of this tributary of Pittman Creek. The proposed access channel would
be 92' long and 25' widev"� � d rNK- �� � — 3. ,
The proposed excavated spoil material is to be contained in a high ground area on site approximately
120' west of the proposed boat basin. The proposed spoil area would be 60' by 60'. A proposed
gravel access drive for ingress to the proposed boat ramp would be 328' long and 20' wide.
nn C�xr�)
.U[gL'ul Sc a� ejaJ t(t2 Pr6�lOL7ii 'YIJ�-7 d / W."' '' I tip: '/Hv 1 l r(D si � i). s•4.v.�
IU(A�t1
ew J�
rMmAe i ><acii 70c' S u d x( at
Brad Connell / September 27, 2017 Morehead City
5"Au tuc 4( tit l;HtoSr-

Wield Investigation Report:
Stallings
Pace 3
Anticipated Impacts: „�latol
S (5s�xzO
The proposed boat basin would excavate 750 square feet of high ground and 875 square feet of 404
Wetlands. The proposed access channel would excavate 2,300 square feet of NA habitat. The
proposed boat ramp, vinyl bulkhod, gravel driveway, and spoil disposal area would fill 10,160
square feet of high group. ,500 square feet of Section 404 Wetlands. Traditional marine
construction methodology a utilized dunng the construction of this protect. Turbidtty nnpacts
Wd hc� are anticipated during construction activities in Pittman Creek. Future on -going maintenance of the
proposed access channel is anticipated.
(area
ese waters of Pittman Creek are classified as a Primary Nursery AreafThere is not a cultural
ource in the nearby vicinity of the project area. This project area is subject to the Neuse River
parian Buffer Rules. The presence of submerged aquatic vegetation was not observed. This
is closed to shellfish harvest and is classified as SA; HQW; Nutrient Sensitive Waters.
ere is not a defined Federal Channel near the project area.
ewe C�aS(�Q
GJuA CPr CSvvwi eo n Su�S" ZC.
t�
C3°"ZY�
Brad Connell September 27, 2017 Morehead City

***This is a word processing form to be completed in Microsoft Word***
NC Division of Coastal Management
Major Permit Application Computer Sheet
(11 /1 /2012)
Applicant: Robert Stallings IV
Date: 9/27/2017
Project Site County: Pamlico
Staff: Brad Connell
District: ❑Elizabeth City ❑Washington
®Morehead City ❑Wilmington
Project Name: Stallings boat basin
Date of initial application submittal (EX: 1/8/2007): 6/5/2017
Date application "received as complete" in the Field office (EX: 1/8/2007): 9/22/2017
Permit Authorization: []CAMA ❑Dredge & Fill ®Both
SITE DESCRIPTION/PERMIT INFORMATION
PNA: EYes []No
Photos Taken: Yes ❑ No®
Setback Required (riparian): ®Yes []No
Critical Habitat: ®Yes ❑No ❑Not Sure
15 foot waiver obtained: []Yes ®No
Hazard Notification Returned:
[]Yes ®No
SAV: ❑Yes ®No ❑Nat Sure
Shell Bottom: ❑Yes ®No ❑ Not Sure
Temporary Impacts: ®Yes ❑No
Sandbags: ❑Yes ®No ❑ Not Sure
Did the land use classification come from
county LUP: ®Yes []No
Mitigation Required (optional):
❑Yes []No
Moratorium Conditions: ®Yes ❑No
❑NA
Environmental Assessment Done:
❑Yes ❑No ® NA
SECONDARY WATER CLASSIFICATION — OPTIONAL (choose MAX of 4)
❑ Future Water Supply (FWS) ® Nutrient Sensitive Waters (NSW) ❑ Swamp Waters (SW)
High Quality Waters (HQW) ❑ Outstanding Resource Waters (ORW)
WETLANDSIMPACTED
® (404) Corp. of Engineers (Jurisdictional
❑ (LS) Sea lavender (Limonium sp.)
❑ (SS) Glasswort (Salioornia sp.)
wetlands)
❑ (CJ) Saw grass (Cladium jamaicense)
❑ (SA) Salt marsh cordgrass (Spartina
❑ (SY) Salt reed grass (Spartina
altemiflora)
cynosuroides)
❑ (DS) Salt or spike grass (Distichlis
❑ (SC) Bullrush or three square (Scirpus
❑ (TY) Cattail (Typha sp.)
spicata)
sp.)
Y(JR) Black needlerush (Juncos
El(SP) Salt/meadow grass (Spartina
emerianus)
patens)
!^ ,-
APPLICATION FEE \ L L.J
❑ No fee required - $0.00
❑ III(A) Private w/ D&F up to 1 acre; 3490
®III(D) Priv. public.or Gomm w/ D&F to 1
can be applied - $250
acre; 3490 can't be applied - $400
❑ Minor Modification to a CAMA Major
Major Modification to a CAMA Major
❑ IV Any development involving D&F of
permit - $100
permit - $250
more than 1 acre - $475
❑ Permit Transfer - $100
❑ III(B) Public or commercial w/ D&F to 1
❑ Express Permit - $2000
acre; 3490 can be applied - $400
❑ Major development extension request -
❑ II. Public or commercial/no dredge
$100
and/or fill - $400
❑ I. Private no dredge and/or fill - $250
❑ III(C) Priv. public or Comm w /D&F to 1
acre; 3490 can be applied; DCM needs
DWQ agreement - $400
252-808-2808 :: 1-888.4RCOAST :: www.nceoastalmananoment.rup
revised: 02115/10

NC Division of Coastal Mgt. Application Computer Sheet, Page 2 of 3)
Applicant: Robert Stallings IV
Date: 9/27117
Describe below the ACTIVITIES that have been applied for. All values should match the dimension order, and units of
measurement found in your Activities code sheet.
TYPE
REPLACE
Activity Name
Number
Choose
Choose
Dimension 1
Dimension 2
Dimension 3
Dimension 4
One
One
1
New Work ®
Replace
-3.3'
Boat basin
Maint ❑
❑ Y ® N
65'
25'
Pier
1
New Work
Replace
65'
4'
Maint ❑
❑ Y ON
Boat ramp
1
New Work ®
Replace
40'
21'
Maint ❑
❑ Y ON
Access channel
I
New Work ®
Replace
92'
25'
-3.3'
Maint ❑
❑ Y ON
Bulkhead (vinyl)
I
New Work ®
Replace
204'
Maint ❑
❑ Y ON
Fill (road)
1
New Work
Replace
328'
20'
Maint ❑
❑ Y ON
Spoil
1
New Work
Replace
60'
60'
Maint ❑
❑ Y ON
revl"d 02/15/10

INC Division of Coastal Mgt. Application Computer Sheet, Page 3 of 3)
Applicant Robert Stallings IV
Date: 927/17
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found in your Habitat code sheet
TOTAL Sq. Ft
FINAL Sq. Ft
TOTAL Feet
FINAL Feet
(Applied for.
(Anticipated final
(Applied for.
(Anticipated final
DISTURB TYPE
Disturbance total
disturbance.
Disturbance
disturbance.
Habitat Name
Choose One
includes any
Excludes any
total includes
Excludes any
anticipated
restoration
any anticipated
restoration and/or
restoration or
and/or temp
restoration or
temp impact
temp impacts)
impact amount)
temp impacts)
amount
Open Water
Dredge ® Fill ❑ Both ❑ Other ❑
2,300 ft2
2,300 112
USCoE Wetlands
Dredge ❑ Fill ❑ Both ® Other ❑
2,375 ft2
2,375 ft2
High Ground
Dredge ❑ Fill ❑ Both ® Other ❑
10,910 ft2
10,910 ft2
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
252-808-2808 :: 1-888-4RCOAST :: w .nccoastalmanaoement.net revised: 02/15/10

� r\
Drawing by Bobby Cahoon Consbocbon roc.
R A pie Stallings
52 Silvetwood r., Merritt
1-+ PItposed B t Ramp, alkway a Basin
�+ raving Dale 18/16 ,
21' x 40'
Boat Ramp
T 1 1
�J
T-TI-TI n
rn
®
AC
mJ
v
�
204
'Dig and dredge basin
to an average 3.3' NWL depth
4'x6
along
shoreline
_,_. _._._._._._._._EwsanB Grade 'S
Wall details:
See cross section diagram
Scale 1"
0
0
'10" x 20' pilings 7.5' O.C. on channel side
of walkway to be extend 48" above decking
1/3

0 10 20 30 40
tz
v � a
todD
�ARR $ kk l (pS
GR1� 5`A (2.87) \
GEND
�1
D 40a
----
o
/ \O.
C LIMIT
NEUSE BUFFER ZONE 1
®
NEUSE BUFFER ZONE 2
LIMITS OF DISTURBANCE (LD)
(BULHEAD TIE BACKS) —
DRIVE TO RAMP NEUSE
m NEUSE BUFFER ZONE 1..(201 SO.FT.)..
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DRIVE TO RAMP OUTSIDE
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CONCRETE RAMP INSIDE
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I NEUSE BUFFER ZONE 1 ..(840 SQ.FT.)..
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( EXCAVATED BASIN
UPLANDS ..............(679 SQ.FT.)..
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EXCAVATED BASIN -WETLANDS
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N EXCAVATED BASIN CHANNEL
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O CREEK BOTTOM (871 SO.FT.)...........
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DISTURBED UPLAND (BULKHEAD
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I p TIE BACK INSTALLATION (1316 SQ.FT.).
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I DISTURBED WETLANDS BULKHEAD
TIE BACK INSTALLATION (1611 SQ.FT.).
DISTURBED COASTAL MARSH BULKHEAD
TIE BACK INSTALLATIONS
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COASTAL MARSH
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CURRENT OWNER: ROBERT L STALLINGS IV
PROPERTY ADDRESS: 52 SLIVERWOOD DRIVE
MERRITT NC 28556
DEED REFERENCE: DEED BOOK 574 PAGE 487
MAP REFERENCE: PLAT CABA SL.166-13 -
® PLAT CABA SL.169-17
TAX PARCEL NUMBER: LOB-37-3
NUMBER TWO TOWNSHIP PAMLICO COUNTY NC
%.IX= HEIGH ABOVE NORMAL WATER LEVEL LEVEL
- BELOW NORMAL WATER
HERBERT J.NOBLES,JR.
...- PROFESSIONAL LAND SURVEYOR - L-2703
vwwwvqWWW 186 CAMPEN ROAD
VWWLWWWWNMO BAYBORO, NORTH CAROLINA 28515
SCALE: 1"=40'I PROJECT NO. 2016-29 IDATE: 09-01-201
PERMIT2 ISHEET 4 OF 5 SHEETS
*(-3.3)

Drawing by Bobby Cahoon Construction for.
Robbie Stallings
52 Silverwood Dr., Merritt
Alternate
Proposed Boat Ramp, Walkway and Basin
Drawing Date 1/3118
21'x40'
Boat Ramp
N tScale 1"=10'
z!A
Approx. 204 OF Seawall
*Dig and dredge basin
to an average 3' NWL depth
�aggr
ag '`
Go
Wall c
See c
g shoreline
NWL
*10" x 20' pilings 7.5' O.C. on channel side
/ of walkway to be extend 48" above decking

Drawing by Bobby Cahoon Construction for:
Robbie Stallings
52 Silverwood Dr., Merritt
Proposed Boat Ramp, Walkway and Basin
Drawing Date 8/18/16
21'x40'
Boat Ramp
N IScale 1"=10'
Approx. 204 L/F Seawall
`Dig and dredge basin
to an average 3.3' NWL depth
4' x 65' Walkway
along bulkhead
6dstir
Wall c
See c
Approximate
existing shoreline
RECEIVED
JUN 0 5 2017
DCM- MHD CITY
*10" x 20' pilings 7.5' O.C. on channel side
of walkway to be extend 48" above decking

Drawing by Bobby Cahoon Construction for:
Robbie Stallings
52 Silverwood Dr., Merritt
Proposed Boat Ramp, Walkway and Basi
Drawing Date 8/18/16
�n Ml,s W i,uta� %�
Ap rox. 2 4 L/F S awall
21' x 40' i j *Dig and dredge basin
Boat Ramp i ` to an average 3.3' NWL depth
i
Approbmate
fisting shoreline
NWL
r
i U
`o
T 4' x 65' Walkwa I a°
N ISca le 1"=10' I along ulkhead
s
.fie A,ur7 ,
�r
�.� �� 6dsting Grade, �
Z
VOID Wall details -
See cross section diagram
*10" x 20' pilings 7.5' O.C. on channel side
of walkway to be extend 48" above decking
Creek Bottom
Scale 1"=5'
SEP 2 2 2017
DCM- MHD CITY
Scale Drawing 1/1