20190551 Ver 1_CAMA Application_20190424

ROY COOPER
Governor
MICHAEL S.REGAN
Secretary
BRAXTON C. DAVIS
Director
April 24, 2019
MEMORANDUM:
NORTH CAROLINA
Environmental Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
[e-mail]
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: Glenn and Jo Ann Walthall
Project Location: 3922 Pineway Drive, Lot 27, Kitty Hawk Landing Subdivision, Kitty Hawk
Proposed Project: Docking Facility and shoreline stabilization
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by May 15, 2019. If you have any questions
regarding the proposed project, contact Yvonne Carver (252-264-3901, ext. 232) when appropriate, in-
depth comments with supporting data is requested.
REPLY:
This agency has no objection to the project as proposed.
"Additional comments may be attached"
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.
PRINT NAME
AGENCY
SIGNATURE
DATE
SDE
aw��amwm�aawm
North Carolina Department of Environmental Quality 1 Division of Coastal Management
Elizabeth City Office 1 401 South Griffin Street, Suite 300 i Elizabeth City, North Carolina 27909
252.264.3901

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANTS' NAME: Glenn and Jo Ann Walthall
2. LOCATION OF PROJECT SITE: 3922 Pineway Drive, Lot 27 in the Kitty Hawk
Landing subdivision, Kitty Hawk, Dare County, adjacent a man-made canal off the
Albemarle Sound
Photo Index - 2006: 183-7182 (H-15)
Latitude: 36003'18"N Longitude: -75044'19"W
3. INVESTIGATION TYPE: CAMA / D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 04/05/18; 03/22/19
Was Applicant Present - Yes; No
5. PROCESSING PROCEDURE: Application Received Complete - 04/05/19
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Town of Kitty Hawk
Land Classification From LUP — VR -I Village Residential
(B) AEC(s) Involved: EW, PTA, ES, PTS
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Onsite septic
Planned - n/a
(F) Type of Structures: Existing - Single-family residence, pier, walkway
Planned — Bulkhead, pier, platforms, boat lifts, slips, tie pilings
(G) Estimated Annual Rate of Erosion: 4'
Source - applicant
7. HABITAT DESCRIPTION: [AREA)
DREDGED FILLED OTHER
(A) Open Water (EW, PTA)
n/a
n/a
1 ,050 sf
shading
(B) Shallow Bottom (EW, PTA)
n/a
1,450 sf (bulkhead)
n/a
(C) High Ground (ES, PTS)
n/a
3,037 sf (grading)
n/a
(D)Total Area Disturbed: 5,537 sf (0.13 acre)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: Closed to shellfishing
8. PROJECT SUMMARY: The applicants propose to construct a bulkhead an
average of 8' waterward of NWL and backfill, fill and grade the yard, install a pier
with an upper and lower platform, 2 boatlifts, 2 additional platforms, and create 5
total boat slips.

Field Investigation Report: Glenn and Jo Ann Walthall
Page 2
Proiect Settin
The location of the proposed development site is 3922 Pineway Drive, Lot 27 in the Kitty
Hawk Landing subdivision, Kitty Hawk, Dare County, and is adjacent a man-made canal off
the Albemarle Sound. The residential parcel is a 12,998-sf tract, with an elevation of 4'
above normal water level (NWL). The existing man-made structures are a two-story single-
family dwelling, concrete driveway, and a walkway that connects to an old pier and dock.
Existing vegetation on the project site include indigenous yard grasses, loblolly pines (Pinus
taeda), Eastern red cedar (Juniperus virginiana), live oaks (Quercus virginiana), American
holly (ilex opaca), and camellias. There are no coastal wetlands present onsite. The 177-Ift
shoreline of the development site is natural, with no erosion control structure(s) present.
Shoreline erosion averaging 4' has been noted within the past year, with a total of 10'+ over
a 5 -year period. The '+water depths in the project area range from -1 to -6 NWL. The
substrate type encountered in the canals of Kitty Hawk Landing are predominantly an
organic mud/muck.
The riparian properties to the north and south are developed with single-family dwellings,
bulkheads, piers, and boat slips.
The Albemarle Sound is classified as Joint Waters by agreement with the Marine Fisheries
Commission and Wildlife Resources Commission. The waters of the Albemarle Sound in
this area are classified as SB and are closed to shellfish taking. The project area is not in a
primary nursery area.
There are no previous permits on file for this parcel. There is no record that the project site
is in a National Registered Historic District.
Development Proposal
The Walthalls are proposing to construct a vinyl sheet pile bulkhead totaling 185 Ift. They
are requesting authorization to reclaim a practical amount of shoreline so that they can
match the alignment of the riparian properties and tie into their bulkheads. The maximum
distance waterward of NWL is 12', with an average distance of 84. The amount of backfill
for the bulkhead will be 1,450 sf, and the fill material will be clean sand. In addition to the
backfill associated with the bulkhead construction, the applicants would like to grade a
portion of their yard and tie into the proposed bulkhead height. The area of upland grading
will total approximately 3,037 sf.
In addition to the shoreline stabilization project, the Walthalls propose to construct the
following structures for a docking facility:
the main dock will total 522 sf, and consist of a 13'x6' pier, 9'x16 upper platform, and
70'x 4-5' (average 4.28) lower platform;
2-12'x12' boatlifts, which will be located on the north and south sides of the main dock;
2 tie pilings east of the main dock; and
2-6'x20' platforms, each with 2 tie pilings in front of the platforms.
o Total slips after construction will be 5.

Field Investigation Report: Glenn and Jo Ann Walthall
Page 3
The existing wooden walkway from the dwelling to access the pier will be rebuilt after the
bulkhead and land disturbing activities are complete, and the dimensions will be
approximately 28'x4'. The main dock proposed will extend a total distance of 28' into the
adjacent waterbody that measures 234' to 320' wide. All portions of the structures
proposed will conform to the 1/4 distance rule, and will be outside of the riparian setback.
The applicants have a 177-Ift shoreline, which allows for 1,416 sf of platform. The project
as designed will have 684 sf of platform and is consistent with CRC rules.
Anticipated Impacts
The installation of the bulkhead and backfill will result in the filling of 1,450 sf of
shallow bottom habit of the Estuarine Waters (EW) /Public Trust Areas (PTA) AECs.
The filling and grading of the yard will result in high ground disturbance of
approximately 3,037 sf of the Coastal Shoreline AEC.
The docking facility will result in shading of 1,050 sf of open water habit in the
EW/PTA AECs. The breakdown of shading for each component is as follows:
o Pier
78 sf
o Upper platform
144 sf
o Lower level platform
300 sf
0 2 boatlifts
288 sf
0 2 secondary platforms
240 sf
Total 1,050 sf
Submitted by: Yvonne Carver
Date: 04/05/19; Revised 04/15/19
Approved by JH 04/22/19

3922 Pineway Drive, Kitty Hawk, NC
CAMA Major Project Narrative
Existing Conditions
Received
APP 5 - 2019
DMEC
The Project Site is a 0.31 acre parcel owned by Glenn and Jo Ann Walthall and located at 3922
Pineway Drive (Kitty Hawk Landing Subdivision) in Kitty Hawk, Dare County, NC. The Site is
waterfront, located on the Kitty Hawk Landing canal system that leads to the Albemarle Sound.
Current site conditions include a two-story single-family residence with mature Live Oaks and
Loblolly Pines and maintained grasses. There are no coastal wetlands or non -coastal Section
404 wetlands present onsite. Adjacent properties to the north and south consist of single-family
residences with bulkheading and piers. Extensive erosion has occurred on the Walthall's
property based on aerials imagery, anecdotal accounts and recent survey data. It is clear that
there has been at least 10 ft of erosion over the last 5 years. Much of the erosion can be
attributed to bulkheading on either side of the subject property. A 2ft high erosion escarpment is
present along the Normal Water Level (NWL) which is retreating landward due to erosion.
Recent survey data between 2018 and 2019 shows that there has been an average of 4 ft of
erosion over the last year. The bulk of the recent erosion occurred in response to TS Michael.
Until 2016, there had been trees and root systems along the shoreline that had helped keep the
loose soils intact, but these trees had been undermined and collapsed.
Proposed Work
Mr. and Mrs. Walthall wish to construct a bulkhead on their property, tying into their neighbors to
the north and south. Due to extensive loss of shoreline the owner wishes to reclaim a
reasonable amount of shoreline to match the alignment of the neighboring properties on either
side. The total length of bulkhead proposed is 185 ft. Proposed fill area behind the proposed
bulkhead is 1,450 SF below NWL. This proposed fill area will require approximately 240 cubic
yards of fill to accommodate the preferred alignment and to match existing grade at the top of
the escarpment. Included in this submission package are aerial photographs from 2013 and
2017. The areas where we are proposing the most shoreline reclamation (center portion of the
property) would restore the shoreline conditions to what existed in 2013.
Mr. Walthall also wishes to grade some of his yard to tie into the proposed bulkhead height and
existing grade around the existing residence. Total proposed upland grading is 3,037 SF. The
plan includes the limits of disturbance (LD) line.
In addition to the proposed bulkhead and shoreline reclamation, the Walthalls proposes to
construct a 522 SF Main Dock system extending from the center of the proposed bulkhead into
the canal to replace the existing dilapidated pier. The new proposed pier associated with the
Main Dock system would be a 13 FT by 6 FT pier with a 16 FT by 9 FT L -platform and a lower
level platform measuring 70 LF and varying from 4 to 5 FT in width (totaling 300 SF). The pier
will be at the elevation of the new bulkhead. In addition to this pier, a step-down platform is
proposed to wrap around the above-mentioned pier. The lower platform will allow safe entry
onto and off -of boats and paddle craft. This Main Dock system is depicted in the attached
CAMA plan and detail sheet. 3 slips are proposed at the Main Dock, two of which will be 12 ft by
12 ft boat lifts and one side -to at the end of the platform. Two more platforms are proposed
along the bulkhead, each measuring 20 LF by 6 FT and a boat slip at each. A total of 5 boat
slips are proposed. All proposed work is shown on the attached Plan.

3922 Pineway Drive, Kitty Hawk, NC
CAMA Major Project Narrative
Purpose and Need
Mr. and Mrs. Walthall recently purchased this property, and due to the previous owners never
bulkheading the shoreline, the property has experienced accelerated erosion due to
bulkheading present on the adjacent parcels in combination with natural effects of storm
erosion. Mr. and Mrs. Walthall wish to reclaim lost shoreline and install a bulkhead to protect
their property. This home is closer to the water's edge than nearly all other homes in the
subdivision due to ongoing erosion and the reclamation and stabilization activity is largely to
protect the home and associated land. The existing dockage is in disrepair and Mr. Walthall
wishes to construct a new system in its place to better accommodate his use of the property.
Received
mm 2 I IN
DCM-EC

Received
DCM MP -1
APPLICATION for
DM
Major Development PeiW
(last revised 12127/06)
hG7iiiNF.Tt711ii71]1t/69us] [e73di7A3f-110IT, kV /e[e14IT, 1401Yi
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Applicant 1: First Name
Glenn
MI
Last Name
Walthall
Quible & Associates P.C.
Applicant 2: First Name
Jo Ann
MI
Last Name
Walthall
Agent/ Contractor 1: First Name
If additional applicants, please attach an additional page(s) with names listed.
Last Name
Mailing Address
3922 Pineway Dr.
PO Box
City
Kitty Hawk
State
NC
ZIP
27949
Country
USA
Phone No.
540-892-4910
ext.
FAX No.
- -
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
PO Box
City
2. Agent/Contractor Information
Business Name
Quible & Associates P.C.
Agent/ Contractor 1: First Name
MI
Last Name
Troy
Murphy
Agent/ Contractor 2: First Name
MI
Last Name
Brian
Rubino
Mailing Address
PO Box
City
State
870
Kitty Hawk
INC
ZIP
Phone No. 1
Phone No. 2
27949
252 - 491 - 8147
ext.
ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
8466 Caratoke Highway Bldg 400
Powells Point
NC
27966 -
Email
[e-mail] and [e-mail]
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Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. N
Dare
3922 Pineway Dr
12,998
Subdivision Name
City
State
Zip
Kitty Hawk Landing
Kitty Hawk
INC
27949 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
Lot 27, 1 1 ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Unnamed canal
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
Albemarle Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within,
Town of Kitty Hawk
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sci tt.)
+/- 177 ft
12,998
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N W L (normal water level)
(if man; lot sizes, please attach additional page with a list)
4 ft ❑NHW or ®NWL
e.
Vegetation on tract
Maintained grasses, ornamental bushes, Red Cedars, Live Oaks, Loblolly Pines
f.
Man-made features and uses now on tract
Two story single family residence, concrete driveway, and timber pier and walkway
g.
Identify and describe the existing land uses adlacent to the proposed project site.
Private single family residences with piers
In.
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
VR -1 Village Residential
(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? It yes, attach a copy. ❑Yes ®No [INA
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?
Received
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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.
Onsite septic and drainfield
o. Describe existing drinking water supply source.
Dare County Water Distribution System
p. Describe existing storm water management or treatment systems.
Roadside ditches and swales
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.
Single family residence, this use will remain the same.
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.
Barge, vibrating hammer, skidsteer, dumptrucks, handtools
d.
List all development activities you propose.
Proposed shoreline reclamation due to extensive recent shoreline loss. Reclamation includes construction of a bulkhead in
aligment with adjacent land owners and backfilling to natural connecting grade. A new pier and docking system is proposed
to replace the existing pier and walkway. See attached project narrative for detailed desciption of proposed work.
e.
Are the proposed activities maintenance of an existing project, new work, or both? New
f.
What Is the approximate total disturbed land area resulting from the proposed project? 4,487 total ®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.
Minor surface runoff- No direct discharges
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 [INA
j.
Is there any mitigation proposed? ❑Yes ❑No (DNA
If yes, attach a mitigation proposal.
<Form continues on back> Received
MA9 21 2019
252.808-2808 :: 1.888.411COAST :: www.nccoastalmanagemenDCM-EC

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) — (f) 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 Windforce LLC Phone No.
Address 15523 Hillview Ct. Culpepper, VA 22701
Name Douglas M. Vaughn Phone No.
Address 3926 Pineway Dr. Kitty Hawk, NC 27949
Name Phone No. -
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
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 stale and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date lei Print Name
6IQ vl'}✓t(�ck,%&A, qO Avin W(Jo.� Ol
Signature 1V1 `C.tAI &0VVIIOAAAVIot
Please indicate application attachments pertaining to your proposed project. A,5e^- -
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development Received
®DCM MP -4 Structures Information
Mai 21 20J
DCM-EC
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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.
11. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
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
❑WL []None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
c. (i) Do you claim title to disposal area?
[]Yes []No [INA
(ii) If no, attach a letter granting permission from the owner
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
❑WL ❑None
(ii) Describe the purpose of disposal in these areas:
b. Type of material to be
d. High -ground excavation in cubic yards.
W
area.
®This section not applicable
d. (i) Will a disposal area be available for future maintenance?
[]Yes []No ❑NA
(ii) If yes, where?
I. (i) Does the disposal include any area in the water?
[]Yes ❑No [INA
(ii) If yes, how much water area is affected?
Receive
MM2! 2Gl
DCM-EC
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Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
Width
Avg. Existing
NA
NA
Depth
Final Project
NA
NA
Depth
11. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
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
❑WL []None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
c. (i) Do you claim title to disposal area?
[]Yes []No [INA
(ii) If no, attach a letter granting permission from the owner
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
❑WL ❑None
(ii) Describe the purpose of disposal in these areas:
b. Type of material to be
d. High -ground excavation in cubic yards.
W
area.
®This section not applicable
d. (i) Will a disposal area be available for future maintenance?
[]Yes []No ❑NA
(ii) If yes, where?
I. (i) Does the disposal include any area in the water?
[]Yes ❑No [INA
(ii) If yes, how much water area is affected?
Receive
MM2! 2Gl
DCM-EC
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Form DCM MP -2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION
(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: 8 It
e. Type of stabilization material:
Vinyl sheetpiling and wood
g. Number of square feel of fill to be placed below water level.
Bulkhead backfill 1.450 SF Riprap
Breakwater/Sill Other
i. Source of fill material.
Clean fill sand
Receives
mn 21. 70.9
❑This section not applicable
Width: 1 ft
d. Maximum distance waterward of NHW or NWL: 12 ft (avg.
distance is 84)
(i) Has there been shoreline erosion during preceding 12
months?
®Yes ❑No El NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
4 ft, survey data, owner photos, Aerial imagery. And, there has
been greater than 10 ft of erosion over the last 5 yrs.
h. Type of fill material.
Clean fill sand
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 N/A
(iii) Dimensions of fill area 3.037 SF
(iv) Purpose of fill
To connect bulkhead backfill to existing grade near the
residence
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b.
controlled?
No material to be excavated. Silt fencing will be used to contain fill
material.
C. (i) Will navigational aids be required as a result of the project?
❑Yes ®No [INA
(it) If yes, explain what type and how they will be implemented.
submerged aquatic vegetation (6Av), shell bottom (Sts), 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:
n/a
What type of construction equipment will be used (e.g., dre
backhoe, or hydraulic dredge)?
Barge, vibrating hammer, dumptruck, skidsteer, excavator
d. (i) Will wetlands be crossed In transporting equipment to project
site? ❑Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
I�I`6�2a tom►
Date (o\en.+ o+'d -30 Arv% Wc'kik tt
Applicant Name
g� 2"6;ne t
Project Name�Q,�J�"aN.�� 2nrsor_.,c.L.
Ate.—+
252-808.2806:: 1-888-4RCOAST :: www.nccoastalnianaciement.net revised: 12126106

Received
Form DCM MP -4
STRUCTURES MAR
22p1[201
/1 '
(Construction within Public Trust Areas) DCM'EC
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete, all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial ❑Public/Government ®Private/Community
c. (i) Dock(s) and/or pier(s)
(it) Number
1
(iii) Length
13 ft
(iv) Width
6 ft
(v) Floating
❑Yes ENo
e. (i) Are Platforms included? ®Yes ❑No
If yes:
(ii) Number 3
(iii) Length (1) 16 ft, (1) 70 ft (2) 20 it
(iv) Width (1) 9 ft. (1) 4.28 ft (2) 6 ft
(v) Floating ❑Yes ENo
Note: Rooted areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
5
(ii) Number of slips existing
1
I. Check the proposed type of siting:
❑ Land cut and access channel
[]Open water; dredging for basin and/or channel
EOpen water; no dredging required
❑Other; please describe:
k. Typical boat length: 22 fl
m. (i) Will the facility have tie pilings?
EYes []No
(ii) If yes number of tie pilings?
6
E] This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ENo
d. (i) Are Finger Piers included? ❑Yes ENo
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes []No
f. (i) Are Boatlifts included? ❑Yes ❑No
If yes:
(it) Number 2
(iii) Length 12 ft
(iv) Width 12 ft
h. Check all the types of services to be provided.
❑ Full service, Including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
E Dockage ("wet slips") only, number of slips: 5
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Open runabouts
I. (!)Will the facility be open to the general public?
❑Yes ENo
252-808-2808:: 1.888.4RCOAST :: www.nccoastaimanagement.net revised: 12/27/06

Form DCM MP -4 (Structures, Page 2 of 4)
2.
DOCKING FACILITY/MARINA OPERATIONS
®This section not applicable
a.
b.
Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: _; Location:
❑ Showers
❑ Boalholding tank pumpout; Give type and location:
Describe treatment type and disposal location for all sanitary wastewater.
c.
Describe the disposal of solid waste, fish offal and trash.
d.
How will overboard discharge of sewage from boats be controlled?
e.
(i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
I.
Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g.
Where will residue from vessel maintenance be disposed of?
h.
I.
Give the number of channel markers and "No Wake" signs proposed.
Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j.
What will be the marina policy on overnight and live -aboard dockage?
k.
Describe design measures that promote boat basin flushing?
I.
If this project is an expansion of an existing marina, what types of services are currently provided?
Received
m.
Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ❑No
((a
®v'fl�E C
252-808-2608 :: 1.886-4RCOAST :: www.nccoastainiana_qement.net
revised: 12/27106

Form DCM MP -4 (Structures, Page 3 of 4)
n. Is the marinaldocking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes []No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
[]CW []SAV ❑SB
❑WL ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ❑No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
13. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from ddpline dimensions.
14. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Government ❑Private/Community
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
Received
),)As 21 2019
DCM-EC
252-808.2808 :: 1-888-4RCOAST :: www.nccoastalman_age_ment.net revised: 92127106

Form DCM MP -4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
Approx. 38 ft to the south and 32 to the north Approx 61 ft to the north and 73 it to the south
Note: For buoy or mooring piling, use arc of swing including length
of vessel. -
c. Width of water body
Varies: 234 ft to 320 It
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
4to6ftNWL
8. OTHER ❑This section not applicable
a. Give complete description:
Existing wood walkway to access central pier to be extended or re -built as necessary after bulkhead and backfill complete
,Rd'r• s'a &5 eF f6.cfsfp_(� ��{—w lK+ov art 4sf1�aFoc1 4i yG
I . ✓ e 1115119
`3 `i81.40iciI
Date
3F122 1Pl xe-.fo L1 Pr.
.
Project Name
b7 e.,, c,._4 r� Wallhal�
Applicant Name
Y–UA OAA— gr'oh iZ�b;vt� .
Applicant Signature OilAAhu .LOL.tp.C..
!J�
mA`i 2 ] nG j
DCM-EC
252.808.2808 :: 1.888-4RCOAST :: www.nccoastalminaqement.net revised: 12127/06

3922 Pineway Drive
Kitty Hawk, NC 27949
Photographs representing erosion in last 12 months. Prior to 2016, the shoreline had trees and root
systems that helped hold the unsolidated soil bank in place. Those trees had been completely
undermined by 2016.
Spring 2018
February 2019
Spring 2018
February 2019
Received
FPR 2 7 2m
®CM -EC

- I I

MAJOR PERMIT FEE MATRIX
Applicant:—Glenn & Jo Ann Walthall_
Selection
Development Type
Fee
DCM %
DWO %
(14300 1601 4351000931625 6253)
(24300 1602 435100095 2341)
I. Private, non-commercial
❑
development that does not
$250
100%($250)
0%($0)
involve the filling or
excavation of any wetlands
oro en water areas:
II. Public or commercial
development that does not
$400
100%($400)
0%($0)
involve the filling or
excavation of any wetlands
oro en water areas:
❑
Major Modification to a
$250
100%($250)
0%($0)
CAMA Major permit
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non-
commercial development, if
$250
100%($250)
0%($0)
General Water Quality
Certification No. 4097 (See
attached can be applied:
III(B). Public or commercial
development, if General
$400
100%($400)
0%($0)
Water Quality Certification
No. 4097 (See attached)
can be applied:
III(C). If General Water
Quality Certification No.
$400
60%($240)
40%($160)
4097 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
®
Quality Certification No.
$400
60%($240)
40%($160)
4097 (see attached) cannot
be app lied:
IV. For development that
❑
involves the filling and/or
$475
60%($285)
40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:

The designation Grantor and Grantee as used herein shall includ said parties, their heirs, successors, and assigns, and shall
include singular, plural, masculine, feminine or neuter as requiby context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and
nvey unto the Grantee in fee simple, all that certain
lot or parcel of land situated In the City of Kitty Hawk, Atlantic TownsW ,Dare County, North Carolina and more particularly
described as follows:
Being Lot No. 27, Section 3 of Kitty Hawk Landing, as shown In Map-tr{tok 6, Page 97.2 (Sheet 2) in the Register of
Deeds Office of Dare County.
This instrument prepared by Laura Meads, a licensed North Carolina attorney. Dbliyguent taxes, if any, to be paid by the closing
attorney to the county tax collector upon disbursement of closing proceeds l
16
0
Received
FEB27Pu
DCM-EC
Book 2185 Page 604
Recorded: 08/10/2017 03:23:25 PM
BY: CLAUDIA HARRINGTON
�O
Vanzolla McMurran, Register of Deeds
X-10
Dare County, NC
V10 'Fee
C
Amt $26.00 NO Excise Tax: $620.00
0
BOOK 2185 PAGE 604 (2)
DARECOUNTPoo
REAL ESTATE 700042413
COUNT
TRANSFER TAX IIRII M N
�III�IIIIOII �AIIIN���
LT
$
7
0
NORTH CAROLINA
LT#: 2778-17 /
GENERAL WARRANTY DEED
�00.00
Excise Tax: $620.00
�� Recording Time, Book and Page
Tax Map No,
Parcel Identifier No. 027335000
Mail atter recording to:
Casey & Robbins, PC, P.O. Bax 28, Nags Head, NC 27959.
This instrument was prepared bdaura F. Meads, Attorney at Law.
THIS DBEQInade this 1 O'" day of Aucusl , 2017 by and between
GRANTOR
iI m M. Ritter, III and wife, Carol S. Ritter
1607 Rochelle Drive
2limbeth City, NC 27909
16 GRANTEE
Gle=Waitl@l and wife, to Ann Walthall
392�7y�$ineway Drive
Kitty k, NC 27949
The designation Grantor and Grantee as used herein shall includ said parties, their heirs, successors, and assigns, and shall
include singular, plural, masculine, feminine or neuter as requiby context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and
nvey unto the Grantee in fee simple, all that certain
lot or parcel of land situated In the City of Kitty Hawk, Atlantic TownsW ,Dare County, North Carolina and more particularly
described as follows:
Being Lot No. 27, Section 3 of Kitty Hawk Landing, as shown In Map-tr{tok 6, Page 97.2 (Sheet 2) in the Register of
Deeds Office of Dare County.
This instrument prepared by Laura Meads, a licensed North Carolina attorney. Dbliyguent taxes, if any, to be paid by the closing
attorney to the county tax collector upon disbursement of closing proceeds l
16
0
Received
FEB27Pu
DCM-EC
Book 2185 Page 604

iAll or a portion of the property hereinabove described was acquired by Grantor by instrument recorded in Book 756, Page 462,
re County Registry.
AQgpp showing the above described property is recorded in Map Book 6, Page 37-2, and referenced within this instrument.
``eCC —
ThI"
property ❑ does ® does not include the primary residence of the Grantor.
TO HA I�E JJJD TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the
Grantee@e simple.
And the Graiy6r covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the
some in fee simpl that title is marketable and free and clear of all encumbrances, and that Grantorwill warrant and defend the
title against the laWul claims of all persons whomsoever except for the exceptions hereinafter stated.
O
Title to the propert,(h4reinabove described is subject to the following exceptions:
Restrictive CovenantsVd Easements of record
Ad valorem taxes. (0
IN WITNESS WHEREOF,itrYe Grantor has hereunto set his hand and seal, or if corporate, has caused this
Instrument to be signed In Its corporate name by its duly authorized officer(s), the day and year first above
written.
(SEAL)
(ENTITY NAME) William M. Ritter, III n )
By: 0'-D l_AAZZ 1 RAM/ (SEAL)
Title: _ . x, Carol S. Ritter
Y'
NORTH CAROLINA MA'o�OUNTY
111 qi r
I cerh pflrson(s) personally appeared before me this day, each acknowledging tome that he or she signed
th
e to William M. Ritter. III. Wfi #ss my hand and official stamp or seal, this the day of
MQ {:orpm�slac G�Irei. V11ko�S
Z.
At
NORTH 6AROLINAlLD1VJ COUNTY
I certify
NotfiKy Public
y Print Notary Name r
appeared before me thi6y, each acknowledging to me that he or she signed
Witness my hand and;�gicial stamp or seal, this the2Y�C day of
i I
Notary Publ�• T
Print Notary 4e:�e%' U• AiDIY�iS
16
O
Received
FEB 2 7 tog
DCM-EC
Book 2185 Page 605

,A8
pQ - WAItN VALV
ssssswup��
CAROf;'.
CANAL
UNE
I LENGTH I
=�Q�o4E55fo v%
a SEAL
L--4567
LI
¢
y V
SURN
!'SPIER/
,r 57
L2
12.99
w4fon upssJ
�, �.
18.73
p0
L4
16.09
N14'31'29"W
L5
4-Y
0.27'
0.2' BG S
i JOHN R. MAYNE, CERTIFY THAT THIS PLA' WAS DRAM UNDER
MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERMSION
(DEED DESCRIPTION RECORDED IN BOOK 2185 PAGE 604 );
_'HAT .HE BOUNDARIES NOT SURVEYED ARE INDICATED AS ORAAW FROM
(DEED DESCRIPRCN RECORDED IN BOOK PAGE
THAT THE RATIO OF PREOSION AS CALCULATED IS 1/10,000+; THAT THIS
PLAT: MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR
LAND SURVEYNG IN NORTH CAROLINA (21 NCAC 56,1600).
THIS 18TH -DAY OF_ APRIL . , 20.18.
V911 J�L12 L13
WOOD
� LOT 27
/ HF
tih
' 2 STORY FRAME
DWEWNG ON
PILINGS WITH
ENCL ON SLAB
b9V
LOT 28 �77r
0
0.4'
U
0.3'
/- -_� WOOD I
v.:s WALK Ig .
4.o�'i9
0
PORCH I'
d 23.6'
x."30' C.A.M.A BUFFER
M
is
N LOT 26
s/. G
75
' C.A.M.A - A.F.C.
CONIC.
RIVE
0.3'BG 0.5BG
ol
Koh
0.5' BG
LOT 25
FLUSH 0.2' B
DISTURBED .
PINEWAY DRIVE
(60' R/W)
�OT 30
LINE TABLE
UNE
I LENGTH I
BEARING
LI
9.35 1
N2EQ5,26-W
L2
12.99
N12'49'27'W
L3
18.73
N19'52'18"W
L4
16.09
N14'31'29"W
L5
23.18
N10'46'36'W
L6
8.14
NO ' 5'34'W
L7
5.59
N10'40'00'W
L8
12.68
N0011'OI'W
L9
14.51
N0534'11'E
L10
13.97
N30'04'22°E
1-11
1 9.62
N0214'45'E
L12
21.64
N27'08'55"E
L13
10.96
N S'25'E
L14
80.00
S2712'20"W
L15
25.26
S2712'20"W
Lib
51.36
S54 -42.10-W
0.4'
U
0.3'
/- -_� WOOD I
v.:s WALK Ig .
4.o�'i9
0
PORCH I'
d 23.6'
x."30' C.A.M.A BUFFER
M
is
N LOT 26
s/. G
75
' C.A.M.A - A.F.C.
CONIC.
RIVE
0.3'BG 0.5BG
ol
Koh
0.5' BG
LOT 25
FLUSH 0.2' B
DISTURBED .
PINEWAY DRIVE
(60' R/W)
�OT 30
PHYSICAL SURVEY FOR
JAMES GLENN & JO ANN WAL THALL
LOT 27 - SECTION 3 - KITTY HAWK LANDING - KITTY HAWK
ATLANTIC TOWNSHIP - DARE COUNTY - NORTH CAROLINA
40 zo o w SEABOARD SURVEYING & PLANNING, INC. C-1536
1 inch - 40 ft. 103F W. WOOD HILL DR., P.O. BOX 58, NAGS HEAD, NC 27959
OFFICE: [phone] FAX: [phone]
CURVE
TABLE
-�
CURVE
RADIUS I
DELTA I
LENGTH I
CHORD
I CHD.BRG.
Cl
40.00
38'56'4 '
27.19 1
26.67
N46'40'45'E
C2
50.00
36'40'09'
32.00
31.46
S47 -49.04"W
C3
50.00
61' 0'
53.68
51.14
S0116'23'E
C4
50.00
61'30'46'
53.68
51.14
N55'42'05"E
CS
50.00
1' '46' 1
53.68
51.14
S62'47'09'E
PHYSICAL SURVEY FOR
JAMES GLENN & JO ANN WAL THALL
LOT 27 - SECTION 3 - KITTY HAWK LANDING - KITTY HAWK
ATLANTIC TOWNSHIP - DARE COUNTY - NORTH CAROLINA
40 zo o w SEABOARD SURVEYING & PLANNING, INC. C-1536
1 inch - 40 ft. 103F W. WOOD HILL DR., P.O. BOX 58, NAGS HEAD, NC 27959
OFFICE: [phone] FAX: [phone]

1. OWNER/APPLICANT: GLEN WALTHALL
JO ANN WALTHALL
3922 PINEWAY DR.
KITTY HAWK, NC 27949
2. PROPERTY INFO: PIN: 986510450183
DB 2185/PG 0604
PL 6 SL 37-2
3. THIS IS NOT A BOUNDARY SURVEY. INFORMATION SHOWN
IS BASED ON A SURVEY COMPLETE BY SEABOARD
SURVEYING. WATER DEPTHS AND SHORELINE WERE FIELD
SURVEYED ON 01-25-19 BY QUIBLE & ASSOCIATES, P.C.,
USING GPS, RTK NETWORK. THIS INFORMATION SHALL NOT
BE CONSIDERED A CERTIFIED SURVEY. THIS SHALL BE
CONSIDERED PRELIMINARY AND FOR CAMA PERMITTING
ONLY.
4. PROPOSED WORK:
A. 185 LF BULKHEAD WITH 1,450 SF OF BACKFILL
B. MAIN DOCK
- PIER: 6 FT BY 13 FT
- PLATFORM (L SHAPE): 16 FT BY 9 FT
- LOWER LEVEL PLATFORM: 300 SF
- WIDTH VARIES 4 TO 5 FT (AVG 4.28 FT)
- CENTERLINE LENGTH 70 FT
- (2) 12 FT BY 12FT BOAT LIFTS
- ONE SIDE TO SLIP WITH 2 TIE PILES
C. TWO SECONDARY PLATFORMS
- (2) 20 LF BY 6 FT PLATFORMS
- 2 SIDE TO SLIPS
- 4 TIE PILINGS
D. UPLAND GRADING TO MATCH NEW BULKHEAD (3,037 SF)
CANAL
PROPOSED
MOORING 0
PILES -----,,
(TYP') mm/
-6x
PROPOSED
MAIN DOCK (522 SF)
SEE NOTES AND
CROSS SECTION
EXISITNG
rPIER TO BE
-bx 1 REMOVED o
PROPOSED
11
20 LF BY
I
7)
PLATFORM
al
O
PROPOSED
12 FT X 12 FT
BOAT LIFT PROPOSED
PROPOSED 0
20 LF BY
\ 6 FT�
' \ PLATFORM
NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION,
RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FOR
DISCUSSION PURPOSES ONLYI EXISTING INFORMATION SHOWN ON THIS
DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.
ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS
BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.
QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE
COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE
FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE
USE OF THIS INFORMATION.
// r77EXTI_NDED AND
REPAIRED 4 -----
i
J � /
5TORY
i v\ / �>
A; ) /
NIF
HIN9FORCE LLC
PIN 9865/0451053
Received
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DCO -EV
X
LOT 27 v \ \
Poo \ \
NIP
DCtCV A5 M VAWNN
PIN 9865/045/202
saem
--1
51TE
VICINITY MAP
IIS
THIS MAP IS NOT A
CERTIFIED SURVEY
AND HAS NOT BEEN
REVIEWED BY A
LOCAL GOVERNMENT
AGENCY FOR
COMPLIANCE WITH
ANY APPLICABLE
LAND DEVELOPMENT
REGULATIONS.
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