20030221 Ver 3_CAMA Application_20200212

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Dlrec or
February 12, 2020
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] (Courier04-16-33)
gregg.bodnarOncdenr.gov
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: John D. Reekes III
Project Location: 136 Sunrise Lane in Dare County
Proposed Project: Construct a bulkhead with fill waterward of NWL and USACE section 404-
wetlands, a pier with a T-head platform and a groin
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 March 4, 2020. If you have any questions
regarding the proposed project, contact Audy Peoples (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
Oepnlmx�INEnLumenW poYp�
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1 401 South Griffin Street, Suite 3001 Elizabeth City, North Carolina 27909
252.264.3901

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: John D. Reekes III
2. LOCATION OF PROJECT SITE: 136 Sunrise Lane, Colington, Dare County, adjacent
to the Roanoke Sound
Lat/Long: 35.9975920 N,-75.7028540 W
3. INVESTIGATION TYPE: CAMA / Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 11/22/2019
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete — 02/06/2020
Office — Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Dare County
Land Classification From LUP - Residential
(B) AEC(s) Involved: Estuarine Waters (EW), Public Trust Area (PTA), & Estuarine
Shoreline (ES)
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing — N/A
Planned - N/A
(F) Type of Structures: Existing — N/A
Planned - Bulkhead, pier, platform with tie piles and
groin
(G) Estimated Annual Rate of Erosion: 2-3 ft/year
Source —Applicant's Consultant
7. HABITAT DESCRIPTION: [AREA, square feet]
DREDGED FILLED OTHER
A Shallow Bottom, Public Trust
±521 ft2
±712 ft2 shaded
Area, Estuarine Waters AEC's
+25 ft2 (disturbed)
(B) Estuarine Shoreline AEC
±1,243 ft2
Section 404-wetlands
±384 ft2 (shaded)
(D) Total Area Disturbed: ±2885 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SA; HQW Open to Shellfishing: No

Field Investigation Report
Page 2
8. PROJECT SUMMARY: The applicant proposes to construct a bulkhead with fill
waterward of normal water level (NWL) and USACE section 404-wetlands, a pier with
fixed T head platform and a groin.
Proiect Settin
The site of the proposed development is addressed 136 Sunrise Lane in Swan View Shores,
Lot 42 Section 2, on Colington Island, Dare County, and is adjacent to the Roanoke Sound.
The property has a platted size of ±30,294 ft2 (0.70 acres) and contains no man-made
structures in the highground. The property had a ±10,390 ft2 section of 404-wetlands located
between the highground area and the nearshore area; however, a ±3,533 ft2 area landward of
the 75' Estuarine Shoreline AEC was recently filled through USACE permit#SAW-2019-01593.
The remaining ±6857 ft2 section 404-wetlands is vegetated primarily with Phragmites as well as
wax myrtle, red bay, marsh hay, and juncus spp. Based on available information, no
archaeological sites are on or near this property.
The current shoreline is ±85' in length and is eroding due to both adjacent properties having
bulkheaded shorelines. The shoreline is unhardened and devoid of any live vegetation and
covered in fallen trees and roots. A ±15' strip of non -wetland land exists between NWL and
404-wetlands. An erosion escarpment of ±2' in height was observed at NWL. There are no
existing structures on the site or in the proposed project area.
The waters of the Roanoke Sound in this area are considered coastal waters and classified as
SA with supplemental classification of High Quality Waters (HWQ), which are closed to shell
fishing. There is approximately 6.5 miles of open waterto the southwest of the property. Water
depths in the project area range from ±0.5' to ±2.5' below NWL.
The adjacent property to the north is a vacant lot that has a bulkheaded shoreline boat ramp
and two groins. The adjacent property to the south is a similar undeveloped lot with a vinyl
bulkhead at NWL.
Development Proposal
In order to prevent further erosion to the site the applicant proposes to stabilize the shoreline
through the construction of a vinyl bulkhead.
The proposed 88' bulkhead alignment will tie into the bulkheads of both adjacent properties.
The proposed alignment will average ±5.9' waterward of NWL with a maximum distance of
±9.12'. Water depths within the backfill area average ±0.5' below NWL and backfill material will
be clean sand fill from an upland source.

Field Investigation Report
Page 2
In addition to the bulkhead, a 187'x6' pier with a 20'x8' platform in a "T" configuration is
proposed. A 95' section of the pier will be on land starting in the highground and extending over
USACE 404 wetlands, the remaining 92' will extend out to the 20'x8' platform in the waters of
the Roanoke Sound. One 12'x12' boat slip is proposed using two tie pilings on the southwest
side of the platform where the water depths are >_2' below NWL. Submerged aquatic vegetation
(SAV) was not observed growing in the project area due to the time of year; however, the
applicant's consultant reported that SAV has been observed in the area but only in water
deeper than 1.75ft. A 25' groin immediately to the south of the pier has also been proposed.
The proposed pier and platform are similar to other in the area, meet the width rule and do
not encroach upon the 15' setback.
No further development is proposed within CAMA AEC's
Anticipated Impacts
• The construction of the bulkhead along the proposed alignment will result in the filling of
±521 ftz of the Estuarine Waters and Public Trust Area AEC's with clean fill from an upland
source.
• The construction of the bulkhead along the proposed alignment will result in the placement
of ±9.65 cubic yards of fill material waterward of NWL.
• Bulkhead installation will result in ±1,243 ft2land disturbance within the Estuarine Shoreline
AEC.
• The proposed dock facility will result in the cumulative shading of 712 ft2of Estuarine Waters
and Public Trust Area AEC's.
• The proposed walkway will result in the shading of ±384 ftz of section 404-wetlands
• The construction of the groin will result in the disturbance of ±25 ftz of shallow water bottom
located with the Estuarine Waters and Public Trust Area AEC's.
Submitted by: Audy Peoples
Date: 02/10/2020

CAMA Major Narrative
136 Sunrise Lane, Colington Island, Dare County, NC
The Project Site is a 0.7 acre parcel owned by Mr. John D. Reekes, III, located at 136 Sunrise
Lane, on Colington Island, Dare County (unincorporated), NC. The site is waterfront, located on
the Roanoke Sound. In 2002, Quible & Associates, P.C. (Quible) performed a wetland
delineation on the subject property for the previous owner. No development had occurred on
the property, and in 2019, the property was sold to John D. Reekes, III after Quible performed
an updated 404 delineation and applied for and received a Nationwide #18 (SAW02019-0153)
and a 401 Water Quality Certification (DWR #03-0221 v2) for a future homesite. In between
2002 and 2019, there had been an extensive amount of shoreline erosion (greater than 40 ft).
In the recent past, the neighboring property owners on both sides built shoreline stabilization
bulkheads and received general permits for this. In 2019, Quible met with NCDCM field
representative, Cynthia Rountree, to discuss bulkheading on the subject property. Due to the
proximity to wetlands, it was determined by NCDCM that a CAMA Major would be necessary.
Quible consulted with NCWRC who had some preliminary questions about the project and
need. While not coastal wetlands, the wetlands in proximity to the Sound side of the property
are now much closer to the Sound than they were in the past due to ongoing erosion. The rate
of erosion here is very likely exasperated by the fact that bulkheads have already been built on
both sides, leaving an unprotected gap at the subject property. During the Nationwide
permitting process, we showed a future proposed bulkhead as well as a pier and platform. This
is what is currently proposed through the CAMA process, as well as a 25 ft long groin/jetty.
The bulkhead is proposed to run from corner to corner of the adjoining properties bulkheads (88
If). This would include filling 521 sq.ft. of waters. In this scenario, no Section 404 wetlands
would be filled. The fill area currently has downed trees, small sandbags, roots, etc., and is
devoid of live vegetation. One of the photos included shows this location in a lower than normal
tide condition with no standing water. When this area is under water, depths are normally less
than 0.5 ft. The neighboring property to the north currently has two 25 ft jetties in addition to a
ramp and bulkhead. Based on our experience working along this shoreline, there is a
considerable amount of longshore current and sand transport. In general, due to exposure and
wind tide fluctuations, SAV does grow in this is area, but it is primarily in the water depth zone of
1.75 to 3.0 ft. Not much SAV grows in shallower waters, but some uprooted SAV may take hold
and grow in patches in waters slightly more shallow than 1.75 ft deep. The proposed pier
extends 95 ft over land (to cross the wetland area from the future homesite) and 92 ft over
water. At the end of the pier is a proposed 20 ft x 8 ft platform with a boat slip and 2 tie pilings.
Access to the waters' edge for construction equipment will involve a single row of timber
matting. The construction sequence will include bulkhead construction, followed by the
groin/jetty and then the pier/platform/slip. Residential construction will occur at some point in
the future, but it is important to permit and construct the shoreline stabilization before any more
significant erosion occurs. It is not anticipated that any of the home construction will encroach
into the 75 ft AEC.
Received
JAN 23 «?7
DMEC

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) Received
• •n
Applicant 1: First Name
MI
Last Name
John
D
Reekes III
Applicant 2: First Name
MI
Last Name
DMEG
If additional applicants, please attach an additional pages) with names listed.
Mailing Address
PO Box
City
State
3401 Oxford Dr
Sutherland
VA
ZIP
Country
Phone No.
FAX No.
23885
USA
ext.
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Quible & Associates P.C.
Agent/ Contractor 1: First Name
MI
Last Name
Brian
D
Rubino
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
870
Kitty Hawk
NC
ZIP
Phone No. 1
Phone No. 2
27949
252 - 491 - 8147 ext.
ext.
FAX No.
Contractor If
Street Address (if different from above)
City
State
ZIP
8466 Caratoke HWY
Powells Point
NC
27966 -
Email
[e-mail]
<Form continues on back>
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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. #
Dare
136 Sunrise Lane
Subdivision Name __TCity
State
Zip
Colington
NC
27948 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
I I I ,
a. In which NO river basin Is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Roanoke Sound
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
Roanoke Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
SYes ❑No
work falls within.
Dare County Unincorporated
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
84.6 LF
30,294 SF
c.
Size of individual lots)
d. Approximate elevation of tract above NHW (normal high water) or
30,294 SF, I I
N W L (normal water level)
(If many lot sizes, please attach additional page with a list)
5 ft ❑NHW or ®NWL
e.
Vegetation on tract
The majority of the property is wooded (live oak, pin oak, pine, wax myrtle); Wetland areas include wax myrtle, red bay,
marsh hay, juncus spp., Phragmites, spp.
I.
Man-made features and uses now on tract
None
g.
Identify and describe the existing land uses adlacent to the proposed project site.
Residential
h.
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
R-1 (Low Density 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.
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> deceived
JAN 23 2021
252-808.2808 :: 1-888.4RCOAST :: www.nccoastalmanagement. e

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) W C),Zb k9i .— O
11 S
n. Describe existing wastewater treatment facilities.
No existing wastewater treatment onsite. Lot is currently undeveloped.
The owner will ultimately have an on -site septic
system and drainfield for the future residential homesite.
Receiv
o. Describe existing drinking water supply source.
Dare County Public Water Service
JAN 2 3 2u2'
p. Describe existing storm water management or treatment systems.
Open space infiltration
pp
DCKE
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.
Residential homesite
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, dumptruck, skidsteer, vibratory hammer will all be utilized for the construction of a new bulkhead and pier system.
d.
List all development activities you propose.
Proposed work includes a new shoreline stabilization bulkhead, 25 It groin/jetty, construction of a pier/dock with a platform,
boat slip with tie piles. See attached project narrative for a detailed desciption of proposed work.
e.
Are the proposed activities maintenance of an existing project, new work, or both? New
I.
What is the approximate total disturbed land area resulting from the proposed project? 1,243 ®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.
No new proposed 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 ®NA
j.
Is there any mitigation proposed? ❑Yes ❑No ®NA
If yes, attach a mitigation proposal.
<Form continues on back>
n
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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 Marc Jorrens Phone No.
Address 135 Sunrise Lane Kill Devil Hills, NC 27948
Name Terrence Bowser Phone No,
Address 4311 Saint German Court Ashburn, VA 20147
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.
Nationwide 18 Fill Permit: SAW-2019-01593; 10/23/2019
401 Water Quality Certification: DWR #03-0221 V2; 10128/2019
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.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date lT�2oZo Print Name t0011 (Z'AbrA0 'QSvt(- Hof 'ID�r\7•�`ee-�¢.�
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
®DCM MP-4 Structures Information
JAN 23 Hl..)
DIME
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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.
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
Width
Avg. Existing
Depth
NA
NA
Final Project
Depth
NA
NA
1. 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
(it) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
to be excavated.
d. High -ground excavation in cubic yards.
b. Dimensions of disoosal area.
®This section not applicable
c. (1) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
[]Yes ❑No ❑NA ❑Yes ❑No ❑NA
(it) If no, attach a letter granting permission from the owner. (it) If yes, where?
e. (1) Does the disposal area include any coastal wetlands/marsh f. (1) 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 feel affected. (it) If yes, how much water area is affected?
❑CW ❑SAV ❑SB _
❑WL ❑None Gi,
Recetv6Giver)
ilf�
(ii) Describe the purpose of disposal in these areas:
JAN 2 3 2621
DCM-EC
252.808.2808 :: 1.888-4RCOAST :: w .nccoastalmanagement.net revised: 12/26/06

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. Tvne of shoreline stabilization In I onth Rn If
®Bulkhead ❑Riprap ❑Breakwater/Sill ZOther: jee&
c. Average distance waterward of NHW or NWL: 5 ft (bulkhead); 25 ft
(groinfletty)
Width: 1 ft
d. Maximum distance waterward of NHW or NWL: 9.21 ft
(bulkhead), 25 It (jetty)
e. Type of stabilization material: f.
Timber and vinyl Sheetpiling
g. Number of square feet of fill to be placed below water level. h.
Bulkhead backfill 521 SF Riprap_
Breakwater/Sill Other_
I. Source of fill material.
Clean fill sand to be brought to the site from approved local borrow
pit.
(1) 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.
2-3 ft (physical observation) Receive
—a
of fill material. eive—
Clean fill sand
IAN 2270
DCM-EC
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
(III) Dimensions of fill area
(iv) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Silt fencing and seeding for erosion protection.
c. (1) 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
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 fill in these areas:
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Dumptrucks, barges, skidsteer, vibratory hammer, hand tools
d. (i) Will wetlands be crossed In transporting equipment to project
site? ®Yes ❑No ❑NA
(if) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Logging mats will be used to cross any wetlands neccesary
�lt�lzz oo
Datet— y 6j1v� D . 1'x Zii,--C((f��. 11i. //�� �� ,� 1
Applicant Nam_ a C7ftc.� t�K`>^r' t Q.,,ble R A3J o c-1p-e_,
act Sun(tS2 �An�
Project Name
Applicant Signature
252-808-2808 :: 1.8884RCOAST :: www.nccoastalmanaaement.net revised: 12126/06

Received
Form DCM MP-4 JAN 23 7U)
STRUCTURES DCM-EC
(Construction within Public Trust Areas)
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 ❑This section not applicable
a. (1) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
❑Commercial ❑Public/Government ®Private/Community ❑Yes ®No
c. (1) Dock(s) and/or pier(s)
d. (1) Are Finger Piers included? []Yes ®No
(ii) Number 1
If yes:
(III) Length 92 LF
(ii) Number
(iv) Width 6 FT
(!it) Length
(v) Floating ❑Yes ®No
(iv) Width
(v) Floating []Yes []No
e. (1) Are Platforms included? ®Yes ❑No
f. (i) Are Boatlifts included? ❑Yes ®No
If yes:
If yes:
(ii) Number 1
(ii) Number
(iil) Length 20 FT
(iii) Length
(iv) Width 8 FT
(iv) Width
(v) Floating ❑Yes ®No
Note: Roofed areas are calculated from dripfine dimensions.
g. (!)Number of slips proposed
h. Check all the types of services to be provided.
1
❑ Full service, Including travel lift and/or rail, repair or
(it) Number of slips existing
maintenance service
0
❑ Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 1
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
i. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
®Open water; no dredging required
❑Other; please describe:
k. Typical boat length: 24 ft
m. (i) Will the facility have tie pilings?
®Yes ❑No
(it) If yes number of tie pilings?
2
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Open runabout
I. (1) Will the facility be open to the general public?
❑Yes ®No
252-808.2808 :: 1.888-4RCOAST :: www.nccoastaimana-gement.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
❑ Boatholding tank pumpout; Give type and location:
Describe treatment type and disposal location for all sanitary wastewater.
Receiv
J9hJ 2 3 2cP]
D 1V1'G C
c.
Describe the disposal of solid waste, fish offal and trash.
d.
How will overboard discharge of sewage from boats be controlled?
e.
(i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f.
Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g.
Where will residue from vessel maintenance be disposed of?
h.
1.
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?
1.
If this project is an expansion of an existing marina, what types of services are currently provided?
m.
Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ❑No
252-808.2808::
1-888-4RCOAST :: www,.n,ecoastaimanagement.net
revised: 12127106

Form DCM MP-4 (Structures, Page 3 of 4)
n. Is the marina/docking 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 ,
OWL ❑None Received
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ❑No J0 2 3 ZUC)
If yes, give the name and address of the Ieaseholder(s), and give the proximity to the lease. DCIVlMp C
ar
3. 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 dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) This section not applicable
a. (i) Number 1
(ii) Length 25 ft
(III) Width 1.5 ft
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®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.)
252.808.2808 :: 1.888.4RCOAST :: www.nccoastalmanaaement.net revised: 12127/06

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.
40 ft to the northern line, 41 ft to the southern line 410 ft to the south (private pier)
Note: For buoy or mooring piling, use arc of swing including length
ofvesssL
c. Width of water body
3.9 lies (to Roanoke Island)
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 watenvard end of structure at NLW or NWL
2.0 ft
18. OTHER ®This section not applicable
a. Give complete description:
95 ft boardwalk to water's edge
Zo -2-D
Date
►3(. StitiNse 1A.,�
Project Name
Applicant Name 6rtcrl��a I.,,.�4 ��fl JrC
Applicant Signature
Received
JAN 23 1620
DCM-EC
252.808-2808 :: 1-888-4RCOAST :: www.nccoastalmanaaement.net revised: 12/27/06

Received
G
110 BK 2332 PG 947 - 949 (3)
vl,�` This Document eRecorded:
Fee: $26.00
)AN 23 7,E1
DOC# 700070467
10/31/2019 04:43:37 PM DCM-EC
Excise Tax: $420.00
(Qare County, North Carolina
heryl L. House, REGISTER OF DEEDS
1
Dare County Land .1nsfer No.: 2982-19 Land Transfer Tax: 2099.00 1985 Sessions Law Chapter 670 (HB 215)
�l', Space Above This Line For Recording Data
DEED
This instrum prepared by Robert B. Hobbs, Jr., a licensed North Carolina Attorney
Delinquent tat,,ss�� if any, to be paid by the closing attorney to the county tax collector
upon disbursexent of closing proceeds
No title examination requested of or performed by the preparer of this Deed
D4290-1
Return to Charles D.( Ws, Kellogg & Evans, P.A. , P.O. Box 189, Manteo, NC 27954
Excise Tax: $ 00 Tax Parcel: 020904042
Transfer Tax: $2,00 LT Number 2982-19
North Carolina, Dare Cou te•
THIS GENERAL WAR�ANTY DEED made this 271h day of September, 2019, by
and between N
GRANTOR d
JAMES E. GORDON, unmarried an&)
CHRISTIAN J. HAYDINGER, unmarr4
Mailing address: 202 Thompson
Ashland, VA 23005
GRANTEE
JOHN D. REEKES, III and wife, PAMELA
A. REEKES
Mailing address: 3401 Oxford Drive,
Sutherland, VA 23885
W ITNET8ETH:
That the Grantor, for a valuable consideration paid by the Grantee, the receipt of
which is hereby acknowledged, has given, grantedbargained, sold, and conveyed, and
by these presents does hereby give, grant, bargai ell, and convey unto said Grantee,
Grantee's heirs, successors, administrators and ass' s, all of that certain piece,
parcel, or tract of land situate, lying and being in the 6wn of Kill Devil Hills, Atlantic
Township, Dare County, State of North Carolina, and b NI more particularly described
as follows: `C 9
1<1
(continued on the following pag�•
submitted electronically by "Kellogg and Evans, PA" ��
in compliance with North Carolina statutes governing recordab a documents
and the terms of the submitter agreement with the Dare County Reeter of Deeds.
0
mil.

6
'elO All that certain lot or parcel of land situated in the town of Kill Devil Hills,
Atlantic Township, Dare County, North Carolina and more particularly
XA-I described as follows:
1�>*
n Being Lot 42 of the subdivision know as Swan View Shores as shown on map or
plat entitled in part "Swan View Shores, Colington, Dare County, North Carolina",
Q� prepared by Bissell Associates and recorded in Plat Cabinet C, Slide 79A through
79E inclusive, reference to which is hereby made for a more complete and
concise description of the land herein conveyed.
the same property conveyed to Grantor by Deed filed in Book 1437,
495, Dare County Registry.
All dportion of the property herein conveyed _,,,_ includes or X does not
include the Anary residence of a Grantor.
TO HAV�AND TO HOLD the above described lands and premises, together with
all appurtenances thereunto belonging, or in anywise appertaining, unto the Grantee,
Grantee's heirs, successors, administrators, and assigns forever.
AND THE SA RANTOR COVENANTS to and with said Grantee, Grantee's
heirs, successors, ad strators, and assigns, that Grantor is lawfully seized in fee
simple of said lands anmises, and have full right and power to convey the same to
the Grantee in fee simple, d that said lands and premises are free from any and all
encumbrances, except as a -forth herein, and that the Grantor will warrant and defend
the title against the lawful cl i is of all persons whomsoever, with the exception of the
following: Ad valorem taxes >the year 2019 and subsequent years, easements and
restrictions of record, and any I, county, state, or federal laws, ordinances, or
regulations relating to zoning, e.+'onment, subdivision, occupancy, use, construction,
or development of the subject property.
(continued�40,the following page) Received
1AN 2 3 N2'1
DGM-EC
�0

6
IN WITNESS WHEREOF, the Grantor has duly executed this instrument, this the
day and year first above written.
GRANTOR:
c� Received
VB IG (SEAL)
J es E. Gordon )AN 23 2.02J
CAI4A I r DCM4EC
(SEAL)
Christia . H yding r
STATE OF �1 f I tv (COUNTY) (CITY) OFOJES_Z
-
'
I certify that the following person(s) personally appeared before me this day,
each acknowledging to me that he or she voluntarily signed the foregoing document for
the purpose stated therein and in the capacity indicated: James E. Gordon and
Christian J. Hayding
Witness my han nd seal this day of .20 V1.
NICOLE M ROCA
NOTARY PUBLIC n\
COMMONWEALTH OF VIROINIA Y-
MYCOMMISSION EXPIRES NOV. 30.20
0. 2022
COMMISSION A 7783928
O
0,
Affix Notary Seal Inside This Box
F:\USERS\Kristine\2019\04290-1 Seller Docs.wpd
090419.0927
Signature of Notary Public
I A, 1izC-A
Typed or printed name of Notary Public
My commission expires: 11 kc> 2-02-L
�X

MAJOR PERMIT FEE MATRIX
Applicant: JOV\N 1) • QeC KC S __TT_-
Selection
Development Type
Fee
DCM %
DWQ %
(14300 1601 435100093 1625 6253)
(24300 1602 435100095 2341)
I. Private, non-commercial
O
development that does not
$250
100% ($250)
0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
development that does not
$400
100% ($400)
0% ($0)
involve the filling or
excavation of any wetlands
or open 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
a uatic life:
III(D). If General Water
Quality Certification No.
$400
60%($240)
40%($160)
rE]
4097 (see attached) cannot
be a lied:
IV. For development that
involves the filling and/or
$475
60% ($285)T
40% ($190)
excavation of more than
one acre of wetlands and/or
open water areas:

NOTES:
1. APPLICANT: JAMES REEKES
2403 COMMERCE ROAD
RICHMOND, VA 23234
2. PROPERTY INFORMATION:
PIN: 987315541236
PID: 020904042
3. PROPERTY ADDRESS: 136 SUNRISE LANE /
COLINGTON, NC 27948
4. LOT AREA = 30,294.3 SF / 0.70 acres
(AREAS BY COORDINATE METHOD.)
5. SUBJECT REFERENCES: DB 1437, PG 0495; PC C, SL 79E
6. BOUNDARY INFORMATION BASED ON P.C. C, SL. 79E AND
FIELD SURVEY DATA COLLECTED BY QUIBLE & ASSOCIATES
P.C. ON 09/03/19 AND 12/19/19. ALL WATER DEPTHS ARE
RELATIVE TO NWL (0.5' NAVD88) THIS PLAN IS NOT A
BOUNDARY, OR CERTIFIED, SURVEY AND SHALL NOT BE
UTILIZED FOR RECORDATION, SALES, OR CONVEYANCE OF
LAND.
PROPOSED
FILL BELOW NWL
(521 SF)
Op0 /
PROPOSED
88 LF -BULKHEAD /
(p \
of
XR
92 LF B
_•/ 20 FT B
PROPOSED
12 FT BY 12 FT
SLIP WITH TIE PILINGS
FOANOKE
5000
PIER CROSS SECTION
;STRUCTURAL DESIGN BY OTHERS
NTS
NiF
MARL JORRENS
KA55/RA JORRENS
LOT 45
PG G, 5L 79E
piTYHti1YC
stir
BULKHEAD CROSS SECTION
*STRUCTURAL DESIGN BY OTHERS
NTS
G� 9 c7j
BULKHEAD
517E ----
scram
TYPICAL JETTY SECTION
*STRUCTURAL DESIGN BY OTHERS
NTS
G. BOWSER /
d KIMr&KLYA. EDELIN /
DB 2221, PG 498 /
LOT 41
PG G, 5L 74E /
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IN FEET )
1 inch = 20 ft.
COMMISSION NO.
P02081.1
DESIGNED BY
JTM
DRAWN BY
JTM JMH
CHECKED BY
BDR
ISSUE DATE
02 03 20