5-16 Overman, Carl & Diane

Permit Clags
NEW
Permit Number
5-16
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
Vermit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to _ Carl & Diane Overman 154 Egret Lane Harbinger NC 27941
Authorizing development in Currituck County at adjacent to Currituck Sound, 154 Egret
Lane off SR 1106, in Harbinger as requested in the permittee's application dated 10/21/15 (MP-1, MP-4) and
10/29/15 (MP-2) including attached workplan drawings (2) 1-2 of 2 dated 10/21/15.
This permit, issued on January 15, 2016 , is subject to compliance with the application (where
consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation
Vl LL1uSu W11115 111i1y Ue SUUJUUL to tines, imprisonment or crvu action; or may cause the permit to be null ano void.
Shoreline Stabilization & Basin Fill
1) The alignment of the permitted bulkhead shall be verified by a representative of the Division of
Coastal Management within a maximum of 30 days prior to the start of construction.
2) No backfill material shall be placed within 30 feet of the normal water line, except that which will be
used to backfill the area behind the permitted bulkhead and within the boat basin as depicted in the
attached workplan drawings.
3) The bulkhead shall be constructed prior to any backfilling activities.
4) The temporary placement or double handling of fill materials within water or vegetated wetlands is
not authorized.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or other
qualified persons within twenty (20) days of the issuing date.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2019
In issuing this permit, the State of North Carolina agrees that
your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DEQ and the
Chairman of the Coastal Resources Commission.
L Braxton avis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Carl & Diane Overman Permit No. �-16
Page 2 of 3
ADDITIONAL CONDITIONS
5) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
6) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet piles,
or other suitable materials approved by Division personnel.
7) No excavation, or other land disturbing activities, is permitted except for that which may be required for
the construction of the bulkhead wall. This permit does not authorize any excavation waterward of the
approved alignment.
8) All backfill material shall be clean and free of any pollutants except in trace quantities.
9) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.
Sedimentation and Erosion Control
10) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
11) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of any phase of
grading on out or filled slopes. At a minimum, a silt fence shall be properly installed immediately
landward of the bulkhead cap immediately following completion of backfilling activities.
Boat Ramp
12) Unless specifically altered herein, this pen -nit authorizes one earthen/gravel boat ramp that shall not
exceed thirty-three (33) feet in width, as indicated on the attached workplan drawings.
13) Placement of fill materials below normal water level shall be limited to the ramp structure.
Docking Facility
14) This permit authorizes only the six tie piles, boat lift, and other structures and uses located in or over the
water that are expressly and specifically set forth in the permit application. No other structure, whether
floating or stationary, shall become a permanent part of this docking facility without permit
modification. No non -water dependent uses of structures shall be conducted on, in or over Public Trust
waters without permit modification.
15) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
docking facility. Any sewage discharge at the reconstructed docking facility shall be considered a
violation of this permit for which the permittee is responsible. This prohibition shall be applied and
enforced throughout the entire existence of the permitted structure.
16) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.

Carl & Diane Overman
Permit No. 5-16
Page 3 of 3
hI
ADDITIONAL CONDITIONS
17) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
18) This permit authorizes three (3) formalized boat slips.
19) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
General
20) This permit does not authorize the interference with any existing or proposed Federal project, and the.
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
21) No open water areas shall be excavated or filled, even temporarily, outside of the area as indicated on
the attached workplan drawing.
22) No excavation or filling of any vegetated wetlands is authorized by this permit.
23) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written consent of the Division of Coastal Management.
24) The permittee and/or his or.her contractor shall meet with a representative of the Division prior to
project initiation.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: The U.S. Army Corps of Engineers authorized the project by way of Programmatic General
Permit 198000291 (Action ID SAW-2016-00046).
NOTE: The N.C. Division of Water Resources authorized the proposed project by way of General Water
Quality Certification 3900 and assigned the project DWR Project No. 15-1196.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal water level.
NOTE: An application processing fee of $400 was received by DCM for this project. This fee alsc
satisfied the Section 401 application processing fee requirements of the Division of Water
Resources.

Overman Property
154 Egret Lane
RECEIVED
CAMA Major Permit
Project Narrative 10-20-2015
DEC 0 7 2015
DCWI- MHD CITY
The project is located,at 154'Egret Lane, in Harbinger, Currituck County, NC. The subject
property (the property] is an approximately 1.2 acre residential property on the Currituck Sound
and the deeded property area includes a man-made canal/ basin that has been used for
recreational water access purposes. For reference, the property is located at 36006'15.7"N and
-75°48'12.8"W, and is located approximately 1.8 miles north of the Wright Memorial Bridge.
Based on historic aerial photograph investigation, the man-made basin was present prior to the
1990's. A similar canal/ basin exists on the neighboring property to the north and two properties
to the south. This property is zone AG (Agricultural) by Currituck County and use by right in the
AG zone is single family residential. There is an existing home on the property, where the
applicants, Carl and Diane Overman, reside.
The existing basin and natural sound front shoreline contains a wooden shoreline protection
bulkhead which is in poor condition. On the property line and on the neighboring properties to
the north and the south is shoreline protection rip rap material which ties into the existing
bulkhead. There is an existing concrete surfaced boat ramp on the south west terminus of the
existing basin as shown on sheets 1 and 2 of the site plan along with other existing and
proposed features. Waters depth soundings collected in September 2015 (relative to NWL) are
plotted on the plan. The bottom type of the basin includes organic dominated material
overlaying a sand substrata. The thicker accumulations of organic dominated material are near
the center of the basin. There was no rooted SAV observed inside the majority of the basin, but
ripped -up mats of SAV were found in the basin and in shoreline wrack accumulations along the
natural shoreline. There was some rooted SAV found near the mouth of the basin and in
shallow waters of the sound (waters less than 3.75 ft deep) in front of the property and along
this entire shoreline. Species abundance and diversity varies from year to year, but in the
summer of 2015, species included widgeon grass (dominant) with lesseramounts of horned
pondweed, Eurasian milfoil, and wild celery.
The proposed work associated with the CAMA Major Permit request is:
Boat Basin Fill. The objective is to fill in the unnecessary portion (the landward half) of
the existing basin. Since new bulkheading is planned and the landward side of the basin
is not needed, the cost effective approach is to fill this area with imported sand material
to match the adjacent ground elevations on both sides. This will involve removal of the
existing ramp as well as the dilapidated wood bulkhead in this area. The area to be filled
is approximately 2,830 sq.ft based on survey dimensions and the maximum dimensions
are 105 ft long and 33 ft wide as listed on MP-2. This fill area does not include SAV
beds or wetlands.
New Bulkhead. A new bulkhead is proposed to line the remaining basin and will be
driven in place immediately waterward of the existing dilapidated wood structure. The
plan is to leave this portion of the existing bulkhead in place. In areas where the existing
wood wall is bowed -out, the wood structure will be straightened to the fullest extent
possible using a come along, but in areas where the existing wall cannot be straightened
enough, sections may be cut out prior to new wall installation. The new bulkhead will be
a cantilevered interlocking vinyl sheet piling with a pressure treated wood cap that will no
greater than 24 inches wide. This bulkhead system does not require deadmen and tie
backs. The start and end of the proposed new bulkhead are labeled on the north and
south sides of the basin (sheet 2 of the plan). The total length of new bulkhead is 308 ft
(north side = 163 ft, south side =145 ft).

Overman Property
154 Egret Lane
CAMA Major permit
Project Narrative 10-20-2015
• New Ramp. A proposed earthen ramp is proposed to be graded across the terminal end
of the proposed basin as shown on the plan. The objective of this to launch and retrieve
power boats on occasion, but will most frequently be used to access the water on foot
and to launch canoes, kayaks and other paddle craft. The ramp will involve compaction
of a graded sand -dominated ramp surface with a packed gravel surface.
Boat Slips. There are three (3) boat slips proposed as shown on the plan. The main slip
will include a boat lift (12 ft x 12 ft). The other two slips will be side -to slips along the
new bulkhead. There will be six mooring pilings immediately adjacent to the bulkhead
for the purpose of tying up and for bumpering from bulkhead hardware.

DOM MP-1
APPLICATION for RECEIVED
Major Development Permitofi 2015
(last revised 12/27106)
North Carolina DIVI` "lls WbEhDaI
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Applicant 1: First Name
Carl
MI
Last Name
Overman
Applicant 2: First Name
Diane
MI
Last Name
Overman
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
154 Egret Ln.
PO Box
City
Harbinger
State
NC
ZIP
27941
Country
Currituck
Phone No.
252 - 491 •8778 ext.
FAX No.
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
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 - 261 - 3300 ext.
ext.
FAX No.
Contractor #
252 261 1260
Street Address (if different from above)
City
State
ZIP
8466 Caratoke Highway
Powells Point
NC
27966 -
Email
brubino dquible.com
<Form continues on back>
I

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Currituck
154 Egret Ln.
Subdivision Name
City
State
Zip
Harbinger
NC
27941 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
252 - 491 - 8778 ext.
Pin # 9847-42-1009, j I ,
a. In which NC river basin Is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
man-made basin and Currituck 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 NManmade ❑Unknown
Currituck 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.
Currituck
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
to. Size of entire tract (sq.ft.)
482
54,425 (ej})(7y3
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NW L (normal water level)
(if many lot sizes, please attach additional page with a list)
3 ❑NHW or ®NWL
e.
Vegetation on tract
Mowed grasses, ornamental shrubs
f.
Man-made features and uses now on tract
Single family home and driveway, man-made basin connected to Currtuck Sound, wooden bulkhead, boat ramp
g.
Identify and describe the existing land uses adjacent to the proposed project site.
residential and undeveloped
h.
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
(AG) Agriculture
(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 it involve a []Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
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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
(il) 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.
Existing on -site septic system for the existing home
DEC 0 7 2015
D
o. Describe existing drinking water supply source.
private well
p. Describe existing storm water management or treatment systems.
none
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.
Water Access and boat mooring within existing man-made basin
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.
vibratory hammer, dump trucks and excavator (stored on -site)
d.
List all development activities you propose.
Filling of a portion of the basin, new bulkhead, gravel boat ramp at head of basin, one boat lift, two side -to slips
e.
Are the proposed activities maintenance of an existing project, new work, or both?
both
f.
What is the approximate total disturbed land area resulting from the proposed project?
5,791 sq.ft.
See Land Distrurbance (LD) Limits on
Plan ®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
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.
Il
.. 2.80 o..28i,5 7 38 4R: V4S' ,naw,.1 n'Pda'tol .,,r- z,� r �'ni..

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
<Form continues on back>
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 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 Michael Murray - Phone No.
Address P.O. Box 54, Point Harbor, NC 27964 +
Name Lois His Phone No.
Address P.O. Box 25, Harbinger, NC 27941
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.
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 1-\ tmoo the best of my knowledge.
Date )IA ZiIZO�S Print Name pi CGm RtA6 o t /�'�t•R'r. Cpr"t,
Signature V
�, �p
lV iAs� l��. )
Please indicate application attachments pertaining to your proposed project. i
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts") :)nl)i j
❑DCM MP-3 Upland Development
®DCM MP-4 Structures Information
'3529G3-2 ot`i4 .. 'i-838-i=R:br?S''• .. �noi tr.nci:o ::�:..�a ntrgern ari;.r.

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
RECEIVED
DEC 0 7 2015
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete ali,QtJ�@Mections of the Joint
Application that relate to this proposed project. Please include all supplemental information. LLJJ((;� M H p CITY
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
105' fill
30'
Width
33' fill
33'
Avg. Existing
-2.5'
-3.0'
NA
NA
Depth
Final Project
+3'
3.0'
NA
NA
Depth
11. EXCAVATION ®This section not applicable
Amount of material to be excavated from below NHW or
cubic yards.
(i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (W L)? 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:
be excavated.
d. High -ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim 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 wettandsrmarsh
(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
(if) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(I) If yes, where?
f. (i) Does the disposal include any area in the water?
[]Yes []No ❑NA
(ii) If yes, how much water area is affected?
^5'2�808�2808 !-888 3RCOASf net� i n='.

F oi'm D= RU-2 (Iratcavation and Pill, Wave 2 of : )
3. SHORELINE STABILIZATION ❑This section not applicable
(It development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization: b. Length: 308'
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:_ Width: 1'
c. Average distance waterward of NHW or NWL: 1' d. Maximum distance waterward of NHW or NWL: 2'
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
vinyl sheeling months?
❑Yes ®No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill 128 sa.ft. Riprap _ sand
Breakwater/Sill _ Other_
1. Source of fill material.
off -site approved Currituck County borrow pit: The new bulkhead
sheeting will be driven immediately on the waterward side of the
existing old wood bulkhead, but some minor fill will be required
below water level.
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a. fit Will fill material be brouaht to the site? ®Yes []No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(if) Amount of material to be placed in the water 314 cu vds
(Iii) Dimensions of fill area 2,830 soft calculated area: max
dimensions 105' x 33' (3,NbS W)
(iv) Purpose of fill
Un-used basin area fill. This will reduce new bulkheading.
a. How will excavated or fill material be kept on site and erosion
controlled?
turbidity curtain, seeding
c. (1) Will navigational aids be required as a result of the project?
❑Yes ENO ❑NA
(if) If yes, explain what type and haw they will be implemented.
submerged aquatic vegetation l6Avi, Snell oonom tbe7, or
other wetlands (WL)? If any boxes are checked, provide the
number of square feel affected.
❑CW ❑SAV _ ❑SB
OWL ®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)?
backhoe/excavator
d. (I) Will wetlands be crossed in transporting equipment to project
site? []Yes ONO ❑NA _
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts. _ '
Date _ - Co,r 9I
PR
dyeirr$., A
-rna� Prope_
Project Name -
Name(�� I grin'.'
( �\' �9en�i(1�niflle gdssec 1P.C, .
252-808-2808 :: 1.888.4P.COASTi :: www.nccoastalmanaayernent.net revised: 12126106

Form DCM MP-4
STRUCTURES
- RECEIVED
DEC 0 7 2015
(Construction within Public Trust Areas) -
DCM-MIND CITY
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections —of Ilia Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina: -
❑Commercial ❑Public/Govemment ®Private/Community
❑This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ONO
c. (i) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? ❑Yes ONO
(H) Number 0
If yes:
(III) Length
(ii) Number
(iv) Width
(iii) Length _
(v) Floating ❑Yes ONO
(iv) Width _
(v) Floating ❑Yes ONO
e. (i) Are Platforms included? ❑Yes ONO
f. (i) Are Boatlifts included? ®Yes ONO
If yes:
If yes:
(ii) Number
(ii) Number 1
(III) Length _
(III) Length 12'
IN) Width _
(iv) Width 12'
(v) Floating ❑Yes ONO
Note: Roofed areas are calculated from ddpline dimensions.
g. (i) Number of slips proposed
In. Check all the types of services to be provided.
3
❑ Full service, including travel lift and/or rail, repair or
—
(11) Number of slips existing
maintenance service
❑ Dockage, fuel, and marine supplies
2 (to be replaced by the 3 proposed)
® Dockage ("wet slips") only, number of slips: 3
❑ Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1
❑ Other, please describe:
I. Check the proposed type of siting:
J. Describe the typical boats to be served (e.g., open runabout,
® Land cut and access channel
charter boats, sail boats, mixed types).
❑Open water; dredging for basin and/or channel
mixed -use
❑Open water; no dredging required
®Other; please describe:
Existing basin (not a new land cut)
k. Typical boat length: 229
I. (1) Will the facility be open to the general public?
[-]Yes ONO
m. (i) Will the facility have fie pilings?
%Yes _ IJo
(ii) If yes number of fie pilings?
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2. DOCKING FACILITYIMARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included In the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: _; location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. Now 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. Give the number of channel markers and "No Wake' signs proposed. _
1. 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 ovemight 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?
m. Is the madna/docking facility proposed within a primary or secondary nursery area?
❑Yes []No
2f?,81.18-a80M:2 1.B82. Rt:045.r �wrw.3�:c� s iir,_;. l a�an%ti= ,^eked! 1) - ...

t117. d
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 RECEIVED
OWL ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? []Yes[]NODEC 0 7 2015
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
DCM- MFi® CITY
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Govemment ❑Pdvate/Community
(if) Number
(iii) Length
IN) Width
Note: Roofed areas are calculated from dripiins dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (1) Number _
(if) Length
(ill) Width
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.)

'Drill 3P•4 :'Pae <d v
a. Proximity of structure(s) to adjacent riparian property lines
Approximately 30'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
useable basin (after fill) = 32' to 40'
e. (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.
b. Proximity of structure(s) to adjacent docking facilities.
85' (basin to the north)
d. Water depth at waterward end of structure at NLW or NW L
2.5'
B. OTHER ®This section not applicable
a. Give complete description:
u
25:?.•Y.68�7.Sgg ::i.fl$&--1 r2G�'7 y�.'i' :: �avik•r.ncc.?as.a3_r,1_-:riag,7_r_:,2,nct rc,ylsac±: i'P�27: pig

Carl ° Diane_ Gvcrm,r-,
154 Eyck Lang
CAv"\A P1c+10r
Spit Lotal,ov� IAap
SCALE 1:48RcECcIVED
a 10000
FEET 5
NIn1/

"um tLoorainator: Permit it.,
MAILING DISTRIBUTION SHEET
Permitee: �' �lclil� .�YZYIMANj
Agents: &" RAkk* h o ( a i 121P As-r, A (aayvtK Psi/y I(A
DCM Field Offices
ffyzabeth City (with revised work plan drawings).
Morehead City
Washington
Wilmington
US ACOE'Offices:
Washington: Raleigh Bland
William Westcott (NC DOT)
Bill Biddlecome (NC DOT)
Wilmington: Tyler.Crumbley
Liz Hare
Cultural Resources:
Renee Gledhill -Early
Public Water Supply:
Diane Williams (WIRO)
Joey White (WARO)
DCM/
Shane Staples
Fisheries Specialist
Gregg Bodnar
NC DOT:
Ken Pace
DMFI
Patti Fowler l'
Shellfish Sanitation:
Shannon Jenkins'
State Property:
Tim Walton
Water Resources:
Karen Higgins (Raleigh)
John Hennessy (NC DOT)
Washington: Anthony Scarbraugh-401
Wilmington: Joanne Steenhuis — 401
Chad Coburn - 401 _
DEMLR
Washington: Scoon-Stormwater
Wilmington: Georgette Scott- Stormwater
Wildlife Resources: !Maria Dunn
LPO:
Fax Distribution: Permitee
Agent #:_

Coastal Management
ENVIRONMENTAL QUALITY
January 19, 2016
Carl & Diane Overman
154 Egret Lane
Harbinger, N.C. 27941
Dear Sir or Madam:
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
secretary
BRAXTON DAVIS
Director
The enclosed permit constitutes authorization under the Coastal Area Management Act, and
where applicable, the State Dredge and Fill Law, for you to proceed with your project proposal. The
original (buff -colored form) is retained by you and it must be available on site when the project is
inspected for compliance. Please sign both the original and the copy and return the copy to this office in
the enclosed envelope. Signing the permit and proceeding means you have waived your right of appeal
described below.
If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS
113A-121.1 or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter
150B with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 2761 I-6714,
[phone] within twenty (20) days of this decision on your permit. You should also be aware that
another qualified party may submit an objection to the issuance of this permit within twenty (20) days.
The project plan is subject to those conditions appearing on the permit form. Otherwise, all work
must be carried out in accordance with your application. Modifications, time extensions, and future
maintenance requires additional approval. Please read your permit carefully prior to starting work and
review all project plans, as approved. If you are having the work done by a contractor, it would be to your
benefit to be sure that he fully understands all permit requirements.
From time to time, Department personnel will visit the project site. To facilitate this review, we
request that you complete and mail the enclosed Notice Card just prior to work initiation. However, if
questions arise concerning permit conditions, environmental safeguards, or problem areas, you may
contact Department personnel at any time for assistance. By working in accordance with the permit, you
will be helping to protect our vitally important coastal resources.
Enclosure
Sincerely,
Cy I/ A
Douglas V. Hugge�
Major Permits Manager
N.C. Division of Coastal Management
Nothing Compares�-
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Avenue I Morehead City, NC 28557
252-808-2808 T

DIVISION OF COASTAL MANAGEMENT RECEIVED
FIELD INVESTIGATION REPORT
DEC 0 7 2015
1. APPLICANT'S NAME: Carl & Diane Overman
DCM- MHD CITY
2. LOCATION OF PROJECT SITE: 154 Egret Lane (off SR 1106), Harbinger, Currituc
County, adjacent to the Currituck Sound,
Photo Index
2006: 189-7088 (1 9) 2000: 189-2295 (J,K 9) 1995: 189-1983 (1,J 12)
1989: 138-5 (L,M 5) 1984: 127-709 (1,J 6,7) 1978: 137-450 (P,Q 13)
State Plane Coordinates - X: 2944234 Y: 872114
Lat/Long: 36.104416°N,-75.803167°W Quadrangle: Point Harbor, NC (U.R.)
3. INVESTIGATION TYPE: CAMA / Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 8/20/2015; 10/21/2015
Was Applicant Present — Yes; No (Agent yes)
5. PROCESSING PROCEDURE: Application Received Complete — 11/2/2015
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Currituck County
Land Classification from LUP - Limited Service and Conservation
(B) AEC(s) Involved: Public Trust Area (PTA), Estuarine Waters (EW), and
Estuarine Shoreline (ES)
(C) Water Dependent: Yes
(D) Intended Use: Private Residential
(E) Wastewater Treatment: Existing - Septic
Planned — N/A
(F) Type of Structures: Existing - Single-family dwelling, wooden bulkheading,
man-made basin, concrete boat ramp.
Planned — Vinyl bulkheading, basin fill/reduction, boatlift, `
tie -piles, gravel boat ramp. /XI
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION: [AREA, square feet (ft2)]
DREDGED FILLED OTHER
(A) Shallow Bottom PTA, EW AEC's
±3,228 ft2
±144 ft2 shaded
(B) Estuarine Shoreline AEC
±5,719 ft2 disturbed
(D) Total Area Disturbed: ±9,091 ft2 (0.21 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open to Shellfishing: No

Carl & Diane Overman
Field Investigation Report
Page 2
8. PROJECT SUMMARY: The applicant proposes to partially fill in a man-made basin,
install a boat ramp, replace the existing bulkhead, and install a boat lift and tie -piles
along the bulkhead.
Project Setting
The site of the proposed development is located at 154 Egret Lane (±0.25 miles north of SR
1106), Harbinger, Currituck County, adjacent to the Currituck Sound.
The subject property is deep and narrow lot (±540'x100') that is ±47,697 ft2 in size with an
elevation of ±3' above normal water level (NWL). Man-made features within the highground
area include a single-family dwelling with a gravel driveway. According to the USDA's Natural
Resources Conservation Service's Web Soil Survey, the soil on the property is made up of
Conetoe loamy sand (CnA), Nimmo loamy sand (No) and Currituck mucky peat (Cu) and is
largely vegetated with lawn grass and ornamental shrubbery. No wetlands exist on the
property. Based on available information, there appears to be no archaeological sites on this
property or nearby.
A large obelisk shaped man-made basin that predates 1978 imagery is centrally located on the
eastern side of the property adjacent to the Currituck Sound. The basin extends ±200' into the
highground area, narrowing from ±40' at the mouth to ±29' near the landward end. The
shoreline is ±482' in length and is stabilized by a deteriorating wooden bulkhead. An old
concrete boat ramp is located on the southwest side of the basin.
The waters of the Currituck Sound in this area are approximately 3 miles across, are classified
as SC and are closed to shellfish taking. Existing water depths within the basin range from
±1.75' to 3' below NWL with an average water depth of ±2.3' below NWL. The connective water
depth of the Currituck Sound is ±3' below NWL. The bottom substrate within the project area is
made up of fine sands, silts and detritus. Due to the time of year, rooted Submerged Aquatic
Vegetation (SAV) was not observed growing within the basin; however, a survey found that
rooted SAV was found at the mouth extending into the Sound during the summer months.
Species found included widgeon grass (dominant) with lesser amounts of horned pondweed,
Eurasion milfoil and wild celery.
The adjacent property to the north is developed with a similar bulkheaded basin, single-family
dwelling and driveway. The adjacent property to the south is undeveloped with the exception of
a small shed like structure and a partially rip -rapped shoreline. This property historically had a
similar basin that naturally plugged and was subsequently authorized to be filled through CAMA
Major Permit#7-07.
Development Proposal
The applicant proposes to remove the existing boat ramp, shorten the length of the man-made
basin and construct a new boat ramp. Approximately 105' of the basin will be filled with clean
sand material from an upland source. Of this, ±75' of basin length will be filled to match the
existing grade of the adjacent highground area and the remaining ±30' of fill material will be for
the boat ramp. The proposed ramp measures 30'x33' and will have a packed gravel surface at
a 1:10 slope. Rooted SAV's were not found within the proposed fill area.

Carl & Diane Overman
Field Investigation Report
Page 3
RECEIVED
DEC 0 7 2015
The existing bulkhead within the fill area will be removed and :M& IDGWNUUMM
driven immediately waterward of the remaining wooden bulkhead averaging 1' waterward with a
maximum of 2'. The proposed bulkhead will be a cantilevered interlocking vinyl sheet piling with
a wood cap of no more than 24" wide and will not require deadmen or tiebacks. In areas where
the existing bulkhead is bowed -out, it will be straightened to the fullest extent possible with a
come -along, but in areas that where the bulkhead cannot be straighten enough, sections may
be cut out prior to new bulkhead construction.
Three formalized boat slips are proposed within the basin along the south side. The slips are
comprised of one 12'x12' boatlift and six tie -piles along the bulkhead for two side -to tie areas.
Anticipated Impacts
• The proposed basin fill and boat ramp will result in the filling of ±3,100 ft2 of Estuarine
Waters and Public Trust Area AEC's with a maximum amount of ±314 cubic yards of clean
fill below NWL from an upland source.
• The construction of the bulkhead along the proposed alignment will result in the filling of ±128 ft2
of Estuarine Waters and Public Trust Area AEC's with ±12 cubic yards of clean fill below NWL
from an upland source.
. The proposed development will temporarily increase turbidity.
• The proposed development will result in t5,719 ft2 of land disturbance within the Estuarine
Shoreline AEC.
• The proposed boatlift will result in the shading of t144 ft2 of Estuarine Waters and Public
Trust Area AEC's within a water depth >_2.5' below NWL.
Submitted by: Ron Renaldi
Date: November 9, 2015

BOOT( l2OOW0496
G
�O
Dot I0: 002410330002 TVoe: OPP
Recorded: 05/18/Pass et ft:3]:f6 PM
Fs! AmS: E28.00 Page 1 01 2
Exol.16ye Tex: E0.00
ChaNO
rier kY oDoady Register of goads
BK1200 Pe496-497
CAROLINA GENERAL WARRANTY DEED
LTR
$0.00 Revenue Stab$0.00
Tax Lot No. �✓ If Parcel ldendfier No. 013100000650000
Verified by County on the_ day of
by
G
Mail after recording to Sharp, Michael & LLP
This imtument was prepared by Starkey Sho, Attorney at Law
Brief Description for the index
GRANTOR
Jay Allen Hart and wife
Jeanne Made Hart
PO Box 1792
Rill Devl H1W, NC 27948
Carl Overman and wife,
Diane Overman
.04 Reggie Owens Drive
farbinger, NC 27941
J
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shell include
singular, phmal, masculine, feminine or neuter as required by context, 6
WITNESSETH, that the Grantor, for a valuable consideration paid by the GranteL',receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee s all that certain lot or parcel of land situated
in Poplar Branch Township, Curritack County, Nonh Carolina and more particularly elplrbed as follows:
Beginning at a point, said point being at the point where an existing concrete monument ch lics .30milcs to the North of S. R. 1106
intersects with the Eastern Boundary of that 60' right of way (mown as Egret lane; comin ' along the eastern boundary of Egret
Lane N. 27 deg. 35' W' East a distance of approximately 118.96; thence turning and 84 deg. 46' 50" east a disumce of
approximately 527.70 Feet to the CurriniCk Sound; thence measuring across a tie lime of S 25lo. 5' 51" West 118.10 feet; (the
property lime itself numing Westerly along the edge of a wooden bulkhead; thence oaring Sou"ong the bulkhead dance rimming
Easterly along the bulkhead to the Currituck Sound); thence ramming Southerly and turning and Hooting S 84 deg. 46' 50 " West 562.50
feet to the point or place of beginning. •d
O
This is a deed of gift. 0
_If checked, the property includes the primary residence of at least one of theantors. (NC GS§
105-317.1)
This instrument prepared by Starkey Sharp, a licensed North Carolina attorney. Delinquent taxes, it rt , to be paid by the
dosing attorney to the county tax collector upon disbursement of dosing proceeds
RECEIVED
TRANSFER TAX AMOUNT / e DEC 2'J15
DATWCMO I.ECTOIR 5- li . do 11 E. C
DCM- MHD CITY
Book 1200 Page 496

BOOK I2OOPAY-0497
d
0
The property hereinabov(Aescribed was acquired by Grantor by instrument recorded in Book 898, Page 292, Currimck County
Registry. lj
A map showing the above dd - edproperty is recorded in
TO HAVE AND TO HOLD the —id lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee is
fee simple. l
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fx simple, has the right to convey the same in
fee simple, that title is marketable and free d clear of all encumbrances, and that Grantor will warrant and defend the tide against the
lawful claims of all persons whomsoeverpt for the exceptions hereinafter stated.
Title to the property hereinabove described Joubject to the following exceptions:
Easements and restrictions of record, if arty, in t�d�C�Surrimck County Registry.
IN WITNESS WHEREOF, the Grantor has hem et his hand and seal, or if corporate, has caused this instrumem to be signed in
its corporate name by its duly authorized officers by authority of its Board of Directors, the day and year first above written.
C
STATE OF �1� CO'"sc'L'"'fl`- COUNTY OF ^-�,,,,,,r+++,,,
I the undersigned Notary Public for the State and County aforesaid, do hereby C` that Jay Allen Hart and wife, Jeanne Marie Hart
personally appeared before me this day and acknowledge the due execution of the going instrument Witness my hand and official
seal this _Day of 1
a2012. �•�1
My Commission Expires: 9a-�'C�p-yv�
Notary tc
KELLY RENEE CLEM
Nd M Public
Date Caunry, NC d
Book 1200 Page 497

II
J
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Carl & Diane Overman
2. LOCATION OF PROJECT SITE: 154 Egret Lane (off SR 1106), Harbinger, Currituck
County, adjacent to the Currituck Sound.
Photo Index —
2006: 189-7088 (1 9) 2000: 189-2295 (J,K 9) 1995: 189-1983 (1,J 12)
1989: 138-5 (L,M 5) 1984: 127-709 (1,J 6,7) 1978: 137-450 (P,Q 13)
State Plane Coordinates - X: 2944234 Y: 872114
Lat/Long: 36.104416°N,-75.803167°W Quadrangle: Point Harbor, NC (U.R.)
3. INVESTIGATION TYPE: CAMA / Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 8/20/2015; 10/21/2015
Was Applicant Present — Yes; No (Agent yes)
5. PROCESSING PROCEDURE: Application Received Complete — 11/2/2015
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Currituck County
Land Classification from LUP - Limited Service and Conservation
(B) AEC(s) Involved: Public Trust Area (PTA), Estuarine Waters (EW), and
Estuarine Shoreline (ES)
(C) Water Dependent: Yes
(D) Intended Use: Private Residential
(E) Wastewater Treatment: Existing - Septic
Planned — N/A
(F) Type of Structures: Existing - Single-family dwelling, wooden bulkheading,
man-made basin, concrete boat ramp.
Planned — Vinyl bulkheading, basin fill/reduction, boatlift,
tie -piles, gravel boat ramp.
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION: [AREA, square feet (ft2)]
DRFDGFD FILLED OTHER
(A) Shallow Bottom PTA, EW AEC's
±3,228 ft2
±144 ft2 shaded
(B) Estuarine Shoreline AEC
±5,719 ft2 disturbed
(D) Total Area Disturbed: ±9,091 ft2 (0.21 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open to Shellfishing: No
NtUtIVU)
NOV 12 2015
DCM- MHD CITY

�i
Carl &Diane Overman
Field Investigation Report
Page 2
8. PROJECT SUMMARY: The applicant proposes to partially fill in a man-made basin,
install a boat ramp, replace the existing bulkhead, and install a boat lift and tie -piles
along the bulkhead.
Project Setting
The site of the proposed development is located at 154 Egret Lane (t0.25 miles north of SR
1106), Harbinger, Currituck County, adjacent to the Currituck Sound.
The subject property is deep and narrow lot (t540'x100') that is t47,697 ft2 in size with an
elevation of t3' above normal water level (NWL). Man-made features within the highground
area include a single-family dwelling with a gravel driveway. According to the USDA's Natural
Resources Conservation Service's Web Soil Survey, the soil on the property is made up of
Conetoe loamy sand (CnA), Nimmo loamy sand (No) and Currituck mucky peat (Cu) and is
largely vegetated with lawn grass and ornamental shrubbery. No wetlands exist on the
property. Based on available information, there appears to be no archaeological sites on this
property or nearby.
A large obelisk shaped man-made basin that predates 1978 imagery is centrally located on the
eastern side of the property adjacent to the Currituck Sound. The basin extends t200' into the
highground area, narrowing from t40' at the mouth to 29' near the landward end. The
shoreline is t482' in length and is stabilized by a deteriorating wooden bulkhead. An old
concrete boat ramp is located on the southwest side of the basin.
The waters of the Currituck Sound in this area are approximately 3 miles across, are classified
as SC and are closed to shellfish taking. Existing water depths within the basin range from
t1.75' to 3' below NWL with an average water depth of t2.3' below NWL. The connective water
depth of the Currituck Sound is t3' below NWL. The bottom substrate within the project area is
made up of fine sands, silts and detritus. Due to the time of year, rooted Submerged Aquatic
Vegetation (SAV) was not observed growing within the basin; however, a survey found that
rooted SAV was found at the mouth extending into the Sound during the summer months.
Species found included widgeon grass (dominant) with lesser amounts of horned pondweed,
Eurasion milfoil and wild celery.
The adjacent property to the north is developed with a similar bulkheaded basin, single-family
dwelling and driveway. The adjacent property to the south is undeveloped with the exception of
a small shed like structure and a partially rip -rapped shoreline. This property historically had a
similar basin that naturally plugged and was subsequently authorized to be filledRflrough' CAMA
Major Permit#7-07.
Development Proposal NOV 12 2015
Q.
The applicant proposes to remove the existing boat ramp, shorten the lengthqR4m�ii-'MaopjTY
basin and construct a new boat ramp. Approximately 105' of the basin will be filled with clean
sand material from an upland source. Of this, t75' of basin length will be filled to match the
existing grade of the adjacent highground area and the remaining t30' of fill material will be for
the boat ramp. The proposed ramp measures 30'x33' and will have a packed gravel surface at
a 1:10 slope. Rooted SAV's were not found within the proposed fill area.

Carl & Diane Overman
Field Investigation Report
Page 3
The existing bulkhead within the fill area will be removed and ±308' of new bulkhead will be
driven immediately waterward of the remaining wooden bulkhead averaging 1' waterward with a
maximum of 2'. The proposed bulkhead will be a cantilevered interlocking vinyl sheet piling with
a wood cap of no more than 24" wide and will not require deadmen or tiebacks. In areas where
the existing bulkhead is bowed -out, it will be straightened to the fullest extent possible with a
come -along, but in areas that where the bulkhead cannot be straighten enough, sections may
be cut out prior to new bulkhead construction.
Three formalized boat slips are proposed within the basin along the south side. The slips are
comprised of one 12'x12' boatlift and six tie -piles along the bulkhead for two side -to tie areas.
Anticipated Impacts
• The proposed basin fill and boat ramp will result in the filling of ±3,100 ft2 of Estuarine
Waters and Public Trust Area AEC's with a maximum amount of ±314 cubic yards of clean
fill below NWL from an upland source.
o The construction of the bulkhead along the proposed alignment will result in the filling of ±128 ft2
of Estuarine Waters and Public Trust Area AEC's with ±12 cubic yards of clean fill below NWL
from an upland source.
• The proposed development will temporarily increase turbidity.
• The proposed development will result in ±5,719 ft2 of land disturbance within the Estuarine
Shoreline AEC.
• The proposed boatlift will result in the shading of ±144 ft2 of Estuarine Waters and Public
Trust Area AEC's within a water depth >_2.5' below NWL.
Submitted by: Ron Renaldi
Date: November 9, 2015

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Overman Property CAMA Major Permit
154 Egret Lane Project Narrative 10-20-2015
The project is located.at 154 Egret Lane, in Harbinger, Currituck County, NC. The subject
property (the property) is an approximately 1.2 acre residential property on the Currituck Sound
and the deeded property area includes a man-made canal/ basin that has been used for
recreational water access purposes. For reference, the property is located at 36°06'15.7"N and
-75048'12.8"W, and is located approximately 1.8 miles north of the Wright Memorial Bridge.
Based on historic aerial photograph investigation,'the man-made basin was present prior to the
1990's. A similar canal/ basin exists on the neighboring property to the north and two properties
to the south. This property is zone AG (Agricultural) by Currituck County and use by right in the
AG zone is single family residential. There is an existing home on the property, where the
applicants, Carl and Diane Overman, reside.
The existing basin and natural sound front shoreline contains a wooden shoreline protection
bulkhead which is in poor condition. On the property line and on the neighboring properties to
the north and the south is shoreline protection rip rap material which ties into the existing
bulkhead. There is an existing concrete surfaced boat ramp on the south west terminus of the
existing basin as shown on sheets 1 and 2 of the site plan along with other existing and
proposed features. Waters depth soundings collected in September 2015 (relative to NWL) are
plotted on the plan. The bottom type of the basin includes organic dominated material
overlaying a sand substrata. The thicker accumulations of organic dominated material are near
the center of the basin. There was no rooted SAV observed inside the majority of the basin, but
ripped -up mats of SAV were found in the basin and in shoreline wrack accumulations along fhe
natural shoreline. There was some rooted SAV found near the mouth of the basin and in
shallow waters of the sound (waters less than 3.75 ft deep) in front of the property and along
this entire shoreline. Species abundance and diversity varies from year to year, but in the
summer of 2015, species included widgeon grass (dominant) with lesser amounts of horned
Etlralan milfoil, and wild celery.
The proposed work associated with the CAMA Major Permit request is:
Boat Basin Fill. The objective is to fill in the unnecessary portion (the landward half) of
the existing basin. Since new bulkheading is planned and the landward side of the basin
is not needed, the cost effective approach is to fill this area with imported sand material
to match the adjacent ground elevations on both sides. This will involve removal of the
existing ramp as well as the dilapidated wood bulkhead in this area. The area to be filled
is approximately 2,830 sq.ft based on survey dimensions and the maximum dimensions
are 105 ft long and 33 ft wide as listed on MP-2. This fill area does not include SAV
beds or wetlands.
New Bulkhead. A new bulkhead is proposed to line the remaining basin and will be
driven in place immediately waterward of the existing dilapidated wood structure. The
plan is to leave this portion of the existing bulkhead in place. In areas where the existing
wood wall is bowed -out, the wood structure will be straightened to the fullest extent
possible using a come along, but in areas where the existing wall cannot be straightened
enough, sections may be cut out prior to new wall installation. The new bulkhead will be
a cantilevered interlocking vinyl sheet piling with a pressure treated wood cap that will no
greater than 24 inches wide. This bulkhead system does not require deadmen and tie
backs. The start and end of the proposed new bulkhead are labeled on the north and
south sides of the basin (sheet 2 of the plan). The total -length of new bulkhead is 308
(north side = 163 ft, south side = 145 ft). t , d �., it E D
NOV 12 2015
DCM- MHD CITY

Overman Property
154 Egret Lane
CAMA Major Permit
Project Narrative 10-20-2015
• New Ramp. A propose4arthen ramp is proposed to be graded across the terminal end
of the proposed basin as shown on the plan. The objective of this to launch and retrieve
power boats on occasion, but will most frequently be used to access the water on foot
and to launch canoes, kayaks and other paddle craft. The ramp will involve compaction
of a graded sand -dominated ramp surface with a packed gravel surfact.
• Boat Slips. There are three (3) boat slips proposed as shown on the plan. The main slip
ud a boat lift (12 ft x 12 ft), The other two slips will be side -to slips along the
ew u e d. There will be six mooring pilings immediately adjacent to the bulkhead
for the purpose of tying up and for bumpering from bulkhead hardware.
RECEIVED
NOV 12 2015
DCNI- MH® CITY

DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Project Name (if applicable)
Applicant 1: First Name
Carl
MI
Last Name
Overman
Applicant 2: First Name
Diane
MI
Last Name
Overman
1f additional applicants, please attach an additional page(s) with names listed.
Mailing Address
154 Egret Ln.
PO Box
city
Harbinger
State
INC
ZIP
27941
Country
Currituck
Phone No.
252 - 491 -8778 ext.
FAX No.
Street Address (Ifdifferent from above)
CiTy
State
ZIP
Email
[e-mail]
2. AgentContractor Information
Business Name
-
Quible & Associates, P.C.
Agent/ Contractor 1: First Name
MI
Last Name
Brian
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 - 261 - 3300 ext.
ext.
FAX No.
Contractor F
252 261 1260
Street Address itf different from above)
City
State
ZIP
8466 Caratoke Highway
Powells Point
INC
27966 -
Email
[e-mail]
<Form continues on back>
KLut1VtU
NOV 12 2015
,DCMr M ITY

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Currituck
154 Egret Ln.
Subdivision Name
city
State
Zip
Harbinger
NC
27941 -
Phone No.
Lot No.(s) ff many, attach additional page with list)
252 - 491 -8778 ext.
Pin # 9847-42-1009, 1 1 ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
man-made basin and Currituck 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
Currituck Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes [I No
work falls within.
Currituck
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
482
54.425 (41, 6ql M,njs
c.
Size of individual lots)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
3 ❑NHW or ®NWL
e.
Vegetation on tract
Mowed grasses, ornamental shrubs
f.
Man-made features and uses now on tract
Single family home and driveway, man-made basin connected to Currtuck Sound, wooden bulkhead, boat ramp
g.
Identify and describe the existing land uses adlacen to the proposed project site.
residential and undeveloped
h.
How does local government zone the tract?
1. Is the proposed project consistent with the applicable zoning?
(AG) Agriculture
(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 R involve a []Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
NOV 12 2015
Mun E)IT-NL--
7.
-._, r,>.

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? []Yes ®No
(it) 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, N available)
n. Describe existing wastewater treatment facilities.
Existing on -site septic system for the existing home
o. Describe existing drinking water supply source.
private well
p. Describe existing storm water management or treatment systems.
none
5. Activities and Impacts
a.
Will the project be for commercial, public, or pdvate use?
❑Commercial ❑PubliclGovemment
SPrivate/Community
b.
Give'a brief description of purpose, use, and daily operations of the project when complete.
Water Access and boat mooring within existing man-made basin
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.
vibratory hammer, dump trucks and excavator (stored on -site)
d.
List all development activities you propose.
Filling of a portion of the basin, new bulkhead, gravel boat ramp at head of basin, one
boat lift, two side -to slips
e.
Are the proposed activities maintenance of an existing project, new work, or both?
both
f.
What is the approximate total disturbed land area resulting from the proposed project?
5,791 sq.ft.
See Land Distrurbance (LD) Limits on
Plan ®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
L
Will wastewater or stornwater 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 OREC E
If yes, attach a mitigation proposal.
I VE
NOV 12 2015
CITY

Form DCM MP-1 (Page 4 of 4) APPLICATION for
Major Development Permit
<Form continues on baclo
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 propedy 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 Michael Murray Phone No.
Address P.O. Box 54, Point Harbor, NC 27964
Name Lois Hils Phone No.
Address P.O. Box 25, Harbinger, NC 27941
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.
I. 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 to the best of my knowledge. 1
Date idZilzo�S Print Name Pfc;pn 4?4k6'-t0I iL�+n'� Q,-& A-0*V-W-G^. k:
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 RECEIVED
®DCM MP-4 Structures Information
NOV 12 2015
9 r; C� A Is DC 11h� AA hk044T�f,

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
Breakwater
(excluding
shoreline
(NLW or
NWL)
stabilization
Length
105' fill
30'
Width
33' fill
33'
Avg. Existing
2,5'
-3.0'
NA
NA
Depth
Final Project
+3'
3.0'
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.
c. (i) Does the area to be excavated include 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
❑WL _ []None
(if) Describe the purpose of the excavation in these areas:
d. High -ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area?
❑Yes []No ❑NA
(if) 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
(if) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
[]Yes []No ❑NA
(if) If yes, where?
I. (i) Does the disposal include any area In the water?
[]Yes ❑No ❑NA
(if) If yes, how much water area is affected?
RECEIVED
NOV 12 2015
DCM MKO-011,Y14E

Form DCM MP-2 (Excavation and Fili, Page 2 of 3)
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a. Tvoe of shoreline stabilization: b. Length: 308'
%Bulkhead ❑Riprap ❑Breakwater/Sill []Other: _ Width: 1'
c. Average distance waterward of NHW or NWL: 1' d. Maximum distance waterward of NHW or NWL: 2'
e. Type of stabilization material:
vinyl sheeing
g. Number of square feet of Till to be placed below water level.
Bulkhead backfill 128 sa.ft. Riprap
Breakwater/Sill _ Other
1. Source of fill material.
off -site approved Cunituck County borrow pit; The new bulkhead
sheeting will be driven immediately on the waterward side of the
existing old wood bulkhead, but some minor fill will be required
below water level.
f. (i) Has there been shoreline erosion during preceding 12
months?
[]Yes ®No ❑NA
III) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
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, submerged aquatic vegetation (SAV), shell bottom (SB), or
n Amount of material to be laced in the wafer 14 u other wetlands (WL)? If any boxes are checked, provide the
(I!) P d number of square feet affected.
(iii) Dimensions of fill area 2.830 sa.tt. calculated area: max ❑CW ❑SAV _ ❑SB _
dimensions 105. x 33' (3,465 W)
OWL ®None
(iv) Purpose of fill
(ii) Describe the purpose of the fill in these areas:
Unused basin area fill. This will reduce new bulkheading.
RECEIVED
5. GENERAL
a. How will excavated or fill material be kept on
controlled?
turbidity curtain, seeding
c. (1) Will neviQQa�tional aids be required as a result of the project?
❑Yes Me ❑NA
(h) If yes, explain what type and how they will be implemented.
10�20i�.26(5
Date
b. What type of construction equipment
backhoe, or hydraulic dredge)?
backhoe/excavator
d. (1) 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.
A licant Name
Oyee'mc,n
Project Name t/ Y.icN6.. IPA}IQ.,��t BASSK iP,C .
262-808.2808 u 1.888.4113COAST :: www.nccoastalmanagement.net revised: 12126/06

I
Form DCM MP-4
STRUCTURES
(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
a. (I) Is the docking facility/marina:
[]Commercial ❑Public/Government ®PrivateiCommunity
c. (i) Dock(s) and/or pier(s)
(li) Number 0
(III) Length _
(iv) Width _
(v) Floating ❑Yes ❑No
e. (i) Are Platforms included? []Yes ®No
If yes:
(ii) Number
(III) Length
(iv) Width
(v) Floating ❑Yes [:]No
Note: Roofed areas are calculated from dripline dimensions.
g. (1) Number of slips proposed
3
(ii) Number of slips existing
2 (to be replaced by the 3 proposed)
f. 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:
Existina basin (not a new land cut)
k. Typical boat length: 20'
m. (i) Will the facility have be pilings?
%Yes - No
(ff) If yes number of be pilings?
--(c- CA1n %J%Vh4A,
❑This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ONO
d. (i) Are Finger Piers included? []Yes ONO
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating []Yes []NO
f. (1) Are Boatlifts included? ®Yes []No
If yes:
(ii) Number 1
(III) Length 12'
IN) Width 12'
In. 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
® Dockage ('Wet slips") only, number of slips: 2
❑ Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
mixed -use
1. (i) Will the facility be open to the general public?
[]Yes ONO
RECEIVED
NOV 12 2015
DCM- MHD C1T )-

Z DOCKING FACILITYIMARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: _; Location:
❑ Showers
❑ Boatholding tank pumpouk Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
C. Describe the disposal of solid waste, fish offal and trash.
d.
How will overboard discharge of sewage from boats be controlled?
e.
(i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f.
Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g.
Where will residue from vessel maintenance be disposed of?
h.
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 manna, what types of services are currently provided?
RECEIVED
m.
Is the marinaldocking facility proposed within a primary or secondary nursery area?
❑Yes [:]No
NOV 12 2015
DCM- M HG' CITY
2 '1.,O.- .rR'._a . �" 0..a lire ry-_'. +ILS rz,lipd; 1 2'7,1hF

n. Is the madna/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 _
❑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.
3. BOATHOUSE (including covered lifts) ® This section not applicable
a. (1) Is the boathouse structure(s):
❑Commercial ❑Public/Govemment ❑Private/Community
(ii) Number
(III) Length
(iv) Width
Note: Rooted areas are calculated from ddp/ine dimensions.
4. GROIN (e.g., wood, sheelpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number _
(ii) Length
(III) Width _
15. BREAKWATER (e.g., wood, sheeipile, 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 stmcture(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.)
NOV 12 2015

a. Proximity of structure(s) to adjacent riparian property lines
Approximately 30'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
useable basin (after fill) = 32' to 40'
e. (i) Will navigational aids be required as a result of the project?
[]Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities. ti
85' (basin to the north)
d. Water depth at waterward end of structure at NLW or NWL
2.5'
I & OTHER 0 This section not applicable I
a. Give complete description:
0.t'2a�tr-
Dale
Over►- Pr
Project Name
'4
Applicant Name
Applicant Signature
RECEIVED
NOV 12 2015
DCM- MHD CITY
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NOV 12 2015
i.'.,. ..
DCM MHD CITY

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
A) APPLICANT: Carl and Diane Overman County: Currituck
LOCATION OF PROJECT: 154 Egret Lane (off SR 1106), Harbinger (adjacent to the Currituck Sound)
DATE APPLICATION RECEIVED COMPLETE BY FIELD REP: 11/02/15
FIELD RECOMMENDATION: Attached: NO To Be Forwarded: YES
CONSISTENCY DETERMINATION: Attached: NO To Be Forwarded: YES
FIELD REPRESENTATIVE: Ron Renaldi DISTRICT OFFICE: Elizabeth City
DISTRICT MANAGER REVIEW: s -Date:! !C /sue
B) DATE RECEIVED BY MAJOR PERMITS UNIT: FEE REC'D: $ 400 (60/40%)
PUBLIC NOTICE REC'D: Advertise: 11/15/15 END OF NOTICE DATE: Comments due: 12/05/15
ADJ. RIP. PROP NOTICES REC'D: DEED RECD:
APPLICATION ASSIGNED TO: 6pq oS ON: I I
C) 75 DAY DEADLINE: 01/16/16
MAIL OUT DATE: Circulation: 11/10/15
FEDERAL DUE DATE:
150 DAY DEADLINE:
STATE DUE DATE: Comments due: 12/01/15
FED COMMENTS REC'D:
PERMIT FINAL ACTION: ISSUE DENY
DRAFT ON
AGENCY
DATE
COMMENTS
RETURNED
OBJECTIONS:
YES NO
NOTES
Coastal Management - Regional Representative
�, 3
Coastal Management - LUP Consistency
Division of Community Assistance
Land Quality Section—DEMLR
DWR/DWQ— Aquifer Protection
DWR/DWQ - Storm Water
DWR— PublicWaterSupply
l l
T
State Property Office
,
K
Division of Archives & History —Cultural Res.
I �3 O �rp
X
Division of Env. Health —Shellfish Sanitation
12 j
K
Division of Highways --DOT
q7
Wildlife Resources CommissionI.
WILK
Local Permit Office/Planning Dept.
2 y
X
DMF—DCM Fisheries Resource Specialist
Corps of Engineers
( to
1I v1 11/3D//o X 10`/b&- MiHD CITY

Coastal Management
ENVIRONMENTAL QUALITY
MEMORANDUM
PAT MCCRORY
Garernor
DONALD R. VAN DER VAART
Secretary
TO: Courtney Spears, Assistant Major Permits Coordinator
THROUGH: Frank Jennings, District Manager illy
FROM: Ron Renaldi, Field Representative R.A.R.
DATE: November 23, 2015
SUBJECT: Carl & Diane Overman Major Permit Recommendations
BRAXTON DAVIS
D,mcR,r
The applicant proposes to partially fill in a man-made basin, install a boat ramp, replace the
existing bulkhead, and install a boat lift and tie -piles along the bulkhead.
The site of the proposed development is located at 154 Egret Lane (±0.25 miles north of SR
1106), Harbinger, Currituck County, adjacent to the Currituck Sound.
The development proposal involves the Estuarine Waters (EW), Public Trust Area (PTA), and
Estuarine Shoreline (ES) Areas of Environmental Concern (AEC's).
I have reviewed the Rules of the Coastal Resources Commission (CRC) as they pertain to this
project and my findings are as follows:
15A NCAC 07H.0203 Management Obiective of the Estuarine and Ocean System
It is the objective of the Coastal Resources Commission to conserve and manage estuarine
waters, coastal wetlands, public trust areas, and estuarine and public trust shorelines, as an
interrelated group of AECs, so as to safeguard and perpetuate their biological, social, economic,
and aesthetic values and to ensure that development occurring within these ABCs is compatible
with natural characteristics so as to minimize the likelihood of significant loss of private property
and public resources. Furthermore, it is the objective of the Coastal Resources Commission to
protect present common-law and statutory public rights of access to the lands and waters of the
coastal area.
Consistent: The proposed development is consistent with the intent of this rule.
---"'Nothing Compares—
RECEIVED
NOV 3 0 2015
DCM- MHD C;TY
1367 US 17 South, Elizabeth C ty, NC 27909
Phone: [phone] \ FAX: [phone]; Internet: www.ncoDastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer

Courtney Spears, Assistant Major Permits Coordinator
Carl & Diane Overman Major Permit Recommendations
November 23, 2015
Page 2
07H.0206 Estuarine Waters
(c) Management Objective. 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 of conserving and utilizing estuarine
waters so as to maximize their benefits to man and the estuarine and ocean system.
(d) Use Standards. Suitable land/water uses shall be those consistent with the management
objectives in this Rule. Highest priority of use shall be allocated to the conservation of estuarine
waters and their vital components. Second priority of estuarine waters use shall be given to
those types of development activities that require water access and use which cannot function
elsewhere such as simple access channels; structures to prevent erosion; navigation channels;
boat docks, marinas, piers, wharfs, and mooring pilings. In every instance, the particular
location, use, and design characteristics shall be in accord with the general use standards for
coastal wetlands, estuarine waters, and public trust areas described in Rule 07H.0208.
Consistent: The proposed development is consistent with the intent of this rule.
07H.0207 Public Trust Areas
(c) Management Objective. To protect public rights for navigation and recreation and to
conserve and manage the public trust areas so as to safeguard and perpetuate their biological,
economic and aesthetic value.
(d) Use Standards. Acceptable uses shall be those consistent with the management objectives in
Paragraph (c) of this Rule. In the absence of overriding public benefit, any use which
jeopardizes the capability of the waters to be used by the public for navigation or other public
trust rights which the public may be found to have in these areas shall not be allowed. The
development of navigational channels or drainage ditches, the use of bulkheads to prevent
erosion, and the building of piers, wharfs, or marinas are examples of uses that may be
acceptable within public trust areas, provided that such uses shall not be detrimental to the public
trust rights and the biological and physical functions of the estuary. Projects which would
directly or indirectly block or impair existing navigation channels, increase shoreline erosion,
deposit spoils below normal high water, cause adverse water circulation patterns, violate water
quality standards, or cause degradation of shellfish waters are considered incompatible with the
management policies of public trust areas. In every instance, the particular location use, and
design characteristics shall be in accord with the general use standards for coastal A�Z E IV E D
estuarine waters, and public trust areas.
NOV 3 0 2015
Consistent: The proposed development is consistent with the intent of this rule.
15A NCAC 07H.0208 Use Standards
DCM- MHD CITY
Paragraph (a) addresses General Use Standards, and sub -paragraph (1) precludes uses that are
not water dependent within the EW and PTA and lists uses that may be considered water
dependent.

Courtney Spears, Assistant Major Permits Coordinator
Carl & Diane Overman Major Permit Recommendations
November 23, 2015
Page 3
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (a)(2)(A) states that 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 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.
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (a)(2)(B) states that development shall comply with state and federal water and air
quality standards.
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (a)(2)(C) states that development shall not cause irreversible damage to documented
archaeological or historic resources as identified by the N.C. Department of Cultural Resources.
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (a)(2)(D) states that development shall not increase siltation.
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (a)(2)(E) states that development shall not create stagnant water bodies.
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (a)(2)(F) states that development shall be timed to avoid significant adverse impacts
on life cycles of estuarine and ocean resources.
Consistent: The proposed development is consistent with the intent of this rule. RECEIVED
Paragraph (a)(2)(G) states that development shall not jeopardize the use of the waters for NOV 3 0 2015
navigation or for other public trust rights in public trust areas including estuarine watersDC M- M H D C IT)
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (b) addresses Speck Use Standards. Of these, subparagraphs (6) Piers and Docking
Facilities, (7) Bulkheads and (11) Filling of Canals, Basins and Ditches pertain to this project,
and those subparagraphs not listed are not applicable to this project.
Note. There are no Specific Use Standards within this section that apply to the proposed boat
ramp. See comments below in regards to section 15A NCAC 7H.1305 which addresses General
Permit Specific Conditions associated with the construction of boat ramps.

A
Courtney Spears, Assistant Major Permits Coordinator
Carl & Diane Overman Major Permit Recommendations
November 23, 2015
Page 4
Paragraph (6) Piers and Docking Facilities (only subparagraph (6)(E) applies to this project)
Subparagraph (6)(E) states that the total area enclosed by an individual boat lift shall not exceed
400 square feet except to accommodate a documented need for a larger boat lift.
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (7) Bulkheads
*It should be noted that the proposed bulkhead alignment meets the rules and use standards for
a CAMA General Permit as found in 7H.1100.
Subparagraph (7)(A) states, 'Bulkhead alignment, for the purpose of shoreline stabilization, shall
approximate the location of normal high water or normal water level."
Consistent: The proposed development is consistent with the intent of this rule. Bulkhead
replacement as per 7H.1105(a)(3) allows for a replacement bulkhead alignment provided it
does not to exceed 2' waterward of the existing alignment.
Subparagraph (7)(B) states, "Bulkheads shall be constructed landward of coastal wetlands in
order to avoid significant adverse impacts to the resources."
Consistent: The proposed development is consistent with the intent of this rule.
Subparagraph (7)(C) states, 'Bulkhead backfill material shall be obtained from an upland source
approved by the Division of Coastal Management pursuant to this Section, or if the bulkhead is a
part of a permitted project involving excavation from a non -upland source, the material so
obtained may be contained behind the bulkhead."
Consistent: The applicants have indicated that clean fill will be used. RECEIVED
Subparagraph (7)(D) states, "Bulkheads shall be permitted below normal high water or AI & 0 2015
water level only when the following standards are met:
DCM- MHD CITY
(i) the property to be bulkheaded has an identifiable erosion problem, whether it results from
natural causes or adjacent bulkheads, or it has unusual geographic or geologic features, e.g. steep
grade bank, which will cause the applicant unreasonable hardship under the other provisions of
this Rule;
Consistent: The proposed development is consistent with the intent of this rule.
(ii) the bulkhead alignment extends no further below normal high water or normal water level
than necessary to allow recovery of the area eroded in the year prior to the date of application, to
align with adjacent bulkheads, or to mitigate the unreasonable hardship resulting from the
unusual geographic or geologic features;
Consistent: The proposed development is consistent with the intent of this rule.

Courtney Spears, Assistant Major Permits Coordinator
Carl & Diane Overman Major Permit Recommendations
November 23, 2015
Page 5
(iii) the bulkhead alignment will not adversely impact public trust rights or the property of
adjacent riparian owners;
Consistent: The proposed development is consistent with the intent of this rule.
(iv) the need for a bulkhead below normal high water or normal water level is documented
by the Division of Coastal Management;
Consistent: The proposed development is documented in a Field Investigation Report.
(v) the property to be bulkheaded is in a nonoceanfront area.
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (11) Filling of Canals, Basins and Ditches
Subparagraph (11)(A) states that the area to be filled was not created by excavating lands which
were below the normal high water or normal water level.
Consistent: The proposed development is consistent with the intent of this rule.
Subparagraph (11)(B) states that if the area was created from wetlands, the elevation of the
proposed filling does not exceed the elevation of said wetlands so that wetland function will be
restored.
Consistent: The proposed development is consistent with the intent of this rule.
Subparagraph (11)(C) states that the filling will not adversely impact any designated primary
nursery area, shellfish bed, submerged aquatic vegetation as defined by the MFC, coastal
wetlands, public trust right or public trust usage.
Consistent: The proposed development is consistent with the intent of this rule.
Subparagraph (11)(D) states that the filling will not adversely affect the value and enjp�r� tt I V E D
property of any riparian owner. f�Z CC ll..r. CC
Consistent: The proposed development is consistent with the intent of this rule. NOV 3 0 2015
15A NCAC 07H 1305 General Permit Specific Conditions for the Construction of=MmM H D C ITY
Along Estuarine and Public Trust Shorelines and Into Estuarine and Public Trust Waters
(a) Boat ramps shall be no wider than 15 feet and shall not extend more than 20 feet waterward
of the normal high water level or normal water level.
Potentially inconsistent: The proposed boat ramp is 33' wide; however, this request is made
under a CAMA Major Permit which allows for a wider ramp.

To
Courtney Spears, Assistant Major Permits Coordinator
Carl & Diane Overman Major Permit Recommendations
November 23, 2015
Page 6
(b) Excavation and ground disturbing activities above and below the normal high water level or
normal water level will be limited to that absolutely necessary to establish adequate ramp slope
and provide a ramp no greater in size than specified by this general permit.
Consistent: The proposed development is consistent with the intent of this rule.
(c) Placement of fill materials below normal high water level, or normal water level, will be
limited to the ramp structure and any associated riprap groins. Boat ramps may be constructed of
concrete, wood, steel, clean riprap, marl, or any other suitable equivalent materials approved by
the Division of Coastal Management. No coastal wetland vegetation shall be excavated or filled
at any time during construction.
Consistent: The proposed development is consistent with the intent of this rule.
(d) The permit set forth in this Section allows for up to a six-foot wide launch access dock (fixed
or floating) immediately adjacent to a new or existing boat ramp. The length shall be limited to
the length of the permitted boat ramp (with a maximum length of 20 feet waterward of the
normal high water level or normal water level). No_permanent slips are authorized by this permit.
Not Applicable
(e) Groins shall be allowed as a structural component on one or both sides of a new or existing
boat ramp to reduce scouring. The groins shall be limited to the length of the permitted boat
ramp (with a maximum length of 20 feet waterward of the normal high water level or normal
water level).
Not Applicable
(f) The height of sheetpile groins shall not exceed one foot above normal high water level or
normal water level and the height of riprap groins shall not exceed two feet above normal high
water level or normal water level.
Not Applicable RECEIVED
(g) Riprap groins shall not exceed a base width of five feet. NOV 3 0 2015
Not Applicable DC M- M H D CITY
(h) Material used for groin construction shall be free from loose dirt or any other pollutant.
Riprap material must be of sufficient size to prevent its movement from the approved alignment
by wave action or currents.
Not Applicable
(i) "L" and "F" sections shall not be allowed at the end of groins.
Not Applicable

Courtney Spears, Assistant Major Permits Coordinator
Carl & Diane Overman Major Permit Recommendations
November 23, 2015
Page 7
0) Groins shall be constructed of granite, marl, concrete without exposed rebar, timber, v' yl
sheet pile, steel sheet pile, or other suitable equivalent materials approved by the Division f
Coastal Management.
Not Applicable
(k) Boat ramps and their associated structures authorized under this permit shall not interfere
with the access to any riparian property and shall have a minimum setback of 15 feet between
any part of the boat ramp or associated structures and the adjacent property owners' areas of
riparian access. The minimum setbacks provided in the rule may be waived by the written'
agreement of the adjacent riparian owner(s), or when two adjoining riparian owners are col
applicants. Should the adjacent property be sold before construction of the boat ramp or
associated structures commences, the applicant shall obtain a written agreement with the n w
owner waiving the minimum setback and submit it to the Division of Coastal Management prior
to initiating any development of the boat ramp or associated structures authorized under th's
permit.
Consistent: The proposed development is consistent with the intent of this rule.
15A NCAC 07K0209 Coastal Shorelines
(c) Management Objective. The management objective is to ensure that shoreline develop ent
is compatible with the dynamic nature of coastal shorelines as well as the values and the
management objectives of the estuarine and ocean system. Other objectives are to consery and
manage the important natural features of the estuarine and ocean system so as to safeguard and
perpetuate their biological, social, aesthetic, and economic values; to coordinate and establi h a
management system capable of conserving and utilizing these shorelines so as to maximize theft
benefits to the estuarine and ocean system and the people of North Carolina.
Consistent: The proposed development is consistent with the intent of this rule.
(d) Use Standards. Acceptable uses shall be those consistent with the management objecti es in
Paragraph (c) of this Rule. These uses shall be limited to those types of development activf ies
that will not be detrimental to the public trust rights and the biological and physical functio s of
the estuarine and ocean system. Every effort shall be made by the permit applicant to avof ,
mitigate or reduce adverse impacts of development to estuarine and coastal systems throu the
planning and design of the development project. In every instance, the particular location, se,
and design characteristics shall comply with the general use and specific use standards for
coastal shorelines, and where applicable, the general use and specific use standard V E
wetlands, estuarine waters, and public trust areas described in Rule .0208 of this Section.
Development shall be compatible with the following standards: NOV 3 0 2015
(1) All development projects, proposals, and designs shall preserve and not we Mr CITY
natural barriers to erosion including peat marshland, resistant clay shorelines, es
protective fringe areas adjacent to vulnerable shorelines.
Consistent: The proposed development is consistent with the intent of this rule.

Courtney Spears, Assistant Major Permits Coordinator
Carl & Diane Overman Major Permit Recommendations
November 23, 2015
Page 8
U .
(2) All development projects, proposals, and designs shall limit the construction of impervious
surfaces and areas not allowing natural drainage to only so much as is necessary to adequately
service the major purpose or use for which the lot is to be developed. Impervious surfaces shall
not exceed 30 percent of the AEC area of the lot, unless the applicant can effectively
demonstrate, through innovative design, that the protection provided by the design would be
equal to or exceed the protection by the 30 percent limitation. Redevelopment of areas
exceeding the 30 percent impervious surface limitation may be permitted if impervious areas are
not increased and the applicant designs the project to comply with the intent of the rule to the
maximum extent feasible.
Consistent: The proposed development is consistent with the intent of this rule.
(3) All development projects, proposals, and designs shall comply with the following mandatory
standards of the North Carolina Sedimentation Pollution Control Act of 1973:
(A) All development projects, proposals, and designs shall provide for a buffer zone along the
margin of the estuarine water which is sufficient to confine visible siltation within 25 percent of
the buffer zone nearest the land disturbing development.
Consistent: The proposed development is consistent with the intent of this rule.
(B) No development project proposal or design shall permit an angle for graded slopes or fill
which is greater than an angle which can be retained by vegetative cover or other erosion -control
devices or structures.
Consistent: The proposed development is consistent with the intent of this rule.
(C) All development projects, proposals, and designs which involve uncovering more than one
acre of land shall plant a ground cover sufficient to restrain erosion within 30 working days of
completion of the grading; provided that this shall not apply to clearing land for the puM[[aLwpf E I V E D
forming a reservoir later to be inundated. 11''CC (l,r
Consistent: The proposed development is consistent with the intent of this rule. NOV 8 0 2015
(4) Development shall not have a significant adverse impact on estuarine and oceaiDGMeeL4 H D C ITY
Significant adverse impacts include development that would directly or indirectly impair water
quality standards, increase shoreline erosion, alter coastal wetlands or Submerged Aquatic
Vegetation (SAV), deposit spoils waterward of normal water level or normal high water, or
cause degradation of shellfish beds.
Consistent: The proposed development is consistent with the intent of this rule.
(5) Development shall not interfere with existing public rights of access to, or use of, navigable
waters or public resources.
Consistent: The proposed development is consistent with the intent of this rule.

Courtney Spears, Assistant Major Permits Coordinator
Carl & Diane Overman Major Permit Recommendations
November 23, 2015
Page 9
15A NCAC 07K0209 Coastal Shorelines
(c) Management Objective. The management objective is to ensure that shoreline development
is compatible with the dynamic nature of coastal shorelines as well as the values and the j
management objectives of the estuarine and ocean system. Other objectives are to conserve and
manage the important natural features of the estuarine and ocean system so as to safeguard and
perpetuate their biological, social, aesthetic, and economic values; to coordinate and establish a
management system capable of conserving and utilizing these shorelines so as to maximize their
benefits to the estuarine and ocean system and the people of North Carolina.
Consistent: The proposed development is consistent with the intent of this rule.
(d) Use Standards. Acceptable uses shall be those consistent with the management object ves in
Paragraph (c) of this Rule. These uses shall be limited to those types of development acti ties
that will not be detrimental to the public trust rights and the biological and physical functions of
the estuarine and ocean system. Every effort shall be made by the permit applicant to avoid,
mitigate or reduce adverse impacts of development to estuarine and coastal systems through the
planning and design of the development project. In every instance, the particular location, Ose,
and design characteristics shall comply with the general use and specific use standards for
coastal shorelines, and where applicable, the general use and specific use standards for coa�tal
wetlands, estuarine waters, and public trust areas described in Rule .0208 of this Section.
Development shall be compatible with the following standards:
(1) All development projects, proposals, and designs shall preserve and not weaken or eli irate
natural barriers to erosion including peat marshland, resistant clay shorelines, and protective fringe fringe areas adjacent to vulnerable shorelines.
Consistent: The proposed development is consistent with the intent of this rule.
(2) All development projects, proposals, and designs shall limit the construction of impervious
surfaces and areas not allowing natural drainage to only so much as is necessary to adeq
service the major purpose or use for which the lot is to be developed. Impervious surfa
not exceed 30 percent of the AEC area of the lot, unless the applicant can effectively
demonstrate, through innovative design, that the protection provided by the design woul
equal to or exceed the protection by the 30 percent limitation. Redevelopment of areas
exceeding the 30 percent impervious surface limitation may be permitted if imperviousE I V E
not increased and the applicant designs the project to comply with the intent of the rule to:
maximum extent feasible. OV 3 0 2015
Consistent: The proposed development is consistent with the intent of this rule. DC _ M H C C i i
(3) All development projects, proposals, and designs shall comply with the following mand tory
standards of the North Carolina Sedimentation Pollution Control Act of 1973:
(A) All development projects, proposals, and designs shall provide for a buffer zone along
margin of the estuarine water which is sufficient to confine visible siltation within 25 percen of
the buffer zone nearest the land disturbing development.

Courtney Spears, Assistant Major Permits Coordinator
Carl & Diane Overman Major Permit Recommendations
November 23, 2015
Page 10
Consistent: The proposed development is consistent with the intent of this rule.
(B) No development project proposal or design shall permit an angle for graded slopes or fill
which is greater than an angle which can be retained by vegetative cover or other erosion -control
devices or structures.
Consistent: The proposed development is consistent with the intent of this rule.
(C) All development projects, proposals, and designs which involve uncovering more than one
acre of land shall plant a ground cover sufficient to restrain erosion within 30 working days of
completion of the grading; provided that this shall not apply to clearing land for the purpose of
forming a reservoir later to be inundated.
Consistent: The proposed development is consistent with the intent of this rule.
(4) Development shall not have a significant adverse impact on estuarine and ocean resources.
Significant adverse impacts include development that would directly or indirectly impair water
quality standards, increase shoreline erosion, alter coastal wetlands or Submerged Aquatic
Vegetation (SAV), deposit spoils waterward of normal, water level or normal high water, or
cause degradation of shellfish beds.
Consistent: The proposed development is consistent with the intent of this rule.
(5) Development shall not interfere with existing public rights of access to, or use of, navigable
waters or public resources.
Consistent: The proposed development is consistent with the intent of this rule.
Based on my review of the applicable subsections of the North Carolina Administrative Code,
the permit application and plans, I recommend a Major Permit be issued to Carl & Diane
Overman.
RECEIVED
NOV 3 0 2015
DCM- MHD CITY

t7�
Environmental
Quality
November 10, 2015
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
PAT MCCRORY
Cova.no.
DONALD R. VAN DER VAART
Se rory
Charlan Owens, District Planner
Division of Coastal Management
Doug Huggett, Major Permits Coordinator
Division of Coastal Management
CAMA/DREDGE & FILL Permit Application Review
Carl and Diane Overman
154 Egret Lane, Harbinger, Currituck County
Partially fill in a man-made basin, install boat ramp, boat lift, tie -piles, &
replace bulkhead
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 12/01/15 to Courtney Spears, Assistant Major Permits Coordinator, 400 Commerce
Avenue, Morehead City, NC 28557 (fax: [phone]). If you have any questions regarding
the proposed project, please contact Ron Renaldi at [phone], ext. 237. When appropriate,
in-depth comments with supporting data are requested.
REPLY: This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the project only if the recommended changes are
incorporated. See attached.
This office objects to the project for reasons described in the attached
comments.
k S1B —A tt,�F-o++12ao
SIGNS DATE Il-3o-[5 RECEIVED
^'Nothing Compares DEC 0 3 2015
State of North Carolina I Environmental Quality
1367 US Hwy 17 South I Elizabeth City, NC 27909 D C M - M H D CITY
252-264-3901 1 252-264-3723 [fax)
An Equal opportunity I Affirmative Action Employer

PAT MCCRORY
DONALD R. VAN DER VAART
BRAXTON DAVIS
Coastal Management
ENVIRONMENTAL QUALITY
MEMORANDUM
TO: Courtney Spears, Asst. Major Permits Coordinator
Division of Coastal Management
FROM: Charlan Owen�';`AICP, District Planner
Division of Coastal Management
SUBJECT: Major Permit Request by Carl and Diane Overman to fill 105 feet of existing
manmade basin; construct a 30 foot by 33 foot boat ramp, a 12 foot by 12 foot
boat lift, and six (6) tie piles on the manmade basin, and; install 308 linear feet
of vinyl bulkhead along the manmade basin and the Currituck Sound; on
property located at 154 Egret Lane, in Currituck County.
Date: November 30, 2015
Consistency Determination: The request is consistent with/not in conflict with the Currituck
County 2006 Core Land Use Plan (LUP) certified by the CRC
on May 18, 2007 as amended through June 24, 2009.
Overview: The 1.25 acre subject property has 70 linear feet of shoreline along the Currituck
Sound and 412 linear feet of shoreline along a manmade basin connecting to the sound. The
manmade basin extends 200 feet into the lot, narrowing from 40 feet at the mouth to 29 feet at
the landward end. Existing water depths within the basin range from 1.75 feet to 3 feet below
Normal Water Level (NWL) with an average depth of 2.3 feet below NWL. The connective
water depth at the Currituck Sound is 3 feet below NWL. The property elevation is
approximately 3 feet above NWL. The property is designated as AE floodzone to the west
and VE floodzone to the east.
Existing site improvements consist of a single-family house and gravel driveway to the west.
Existing shoreline improvements consist of deteriorating, wooden bulkhead and an old
concrete boat ramp at the landward end of the manmade basin.
Filling of 105 feet of manmade basin, construction of a 30 foot by 33 foot boat ramp, and
installation of 308 linear feet of vinyl bulkhead, a 12 foot by 12 foot boat lift, and six (6) tie piles
are proposed. The manmade basin will be filled on the landward side, retaining the sound
connection. The existing boat ramp and bulkhead within the fill area will be removed. The
new boat ramp will have a packed gravel surface at a 1:10 slope. The new bulkhead will be
located an average of 1 foot waterward and a maximum of 2 feet waterward of the remaining
wooden bulkhead. Three (3) formalized slips will be created within the basin along the south
side, one (1) at the boat lift and two (2) at the tie pilings.
RECEIVED
DEC 0 3 2015
'Nothing Compares
State of North Carolina I Environmental Quality I Coastal Management D C M - M H D CITY
1367 US Hwy 17 South I Elisabeth City, NC 27909
252-264-3901

North Carolina Department of Environmental Quality
Division of Coastal Management
MEMORANDUM
Page 2 of 3
The waters of the Currituck Sound in this area are classified as Class SC waters and are
closed to shellfish taking. The sound is approximately 3 miles across at this location. Due to
the time of year, Submerged Aquatic Vegetation (SAV) was not observed growing within the
basin, however a survey found that rooted SAV was located at the mouth extending into the
sound during the summer months. Based on available information, there are no
archaeological sites on or adjacent to the property.
Anticipated impacts resulting from this project are expected to include: the filling of 3,228 sq.
ft. of Public Trust Area/Estuarine Waters Area of Environmental Concern (AEC); the shading
of 144 sq. ft. of Public Trust Area/Estuarine Waters AEC, and; the disturbance of 5,719 sq. ft.
of Estuarine Shoreline AEC.
Basis for Determination:
The property is located within the "Point Harbor" subarea and is designated as "Limited
Service Areas (Areas Preferred for Low Density Development)" on the Currituck County
Future Land Use Map (FLUM). Areas of Environmental Concern (AECs) are designated as
"Conservation Areas" as indicated on Page 11-1.
The purpose of the Conservation class is to provide for the long-term management and
protection of significant, limited, or irreplaceable areas. Proper management is needed to
conserve the natural, cultural, recreational, scenic or biologically productive values of these
areas. The Conservation class is applied to areas that should not be developed at all
(preserved), or if developed, done so in a very limited manner characterized by careful
planning and cautious attention to the conservation of environmental features.
Definitions of key words are provided on page 9-2. These words include "Encourage: to favor
or foster", "Should: Ought to, if no valid reason not to", and "Support: to shore up, may imply
financial support".
The following LUP policies may be applicable to this request:
Land Use Compatibility:
Policy ES4, Pages 9-5 and 9-6.
"In approving new developments, Currituck County shall support the retention or
creation of a vegetated buffer area along ESTUARINE SHORELINES as a
simple, effective and low-cost means of preventing pollutants from entering
estuarine waters. Exceptions to this requirement may include developments
involving pre-existing man-made features such as hardened shorelines, ditches,
and canals.... The County also supports CAMA use standards for all COASTAL
SHORELINES, whether estuarine or otherwise."
RECEIVED
�
DEC 0 3 2015
Nothing Compares
State of North Carolina I Environmental Quality I Coastal Management
1367 US Hwy 17 South I Elizabeth City, NC 27909 D C M — M H D CITY
252-264-3901

North Carolina Department of Environmental Quality MEMORANDUM
Division of Coastal Management Page 3 of 3
Policy ES5, Page 9-6.
"Uses allowed in ESTUARINE WATERS must be water dependant (public
access, docks, piers, erosion control, and other CAMA-approved uses) and must
not interfere with the proper function, cleanliness, salinity, and circulation of the
resource..."
Natural Hazard Area:
Policy NH2, Page 9-16.
"The County shall require development and redevelopment within SPECIAL
FLOOD HAZARD AREAS to meet the standards of the National Flood Program
and the County's Flood Damage Prevention Ordinance..."
Policy NH8, Pages 9-16 and 9-17.
"Currituck County encourages owners of PROPERTIES ALONG ESTUARINE
SHORELINES to employ the least hardened approach to shoreline stabilization
(i.e. marsh grass favored over riprap favored over bulkheading, etc.), provided
that reasonable access is available to install the technology available."
Water Quality:
Policy WQ3, Page 9-17.
"Currituck County supports policies, plans and actions that help protect the water
quality of the county's estuarine system by preventing SOIL EROSION AND
SEDIMENTATION, and by controlling the quantity and quality of STORMWATER
RUNOFF entering the estuary."
Policy W04, Page 9-17.
"RUNOFF AND DRAINAGE from development, forestry and agricultural activities
shall be of a quality and quantity as near to natural conditions as possible. Post
development runoff shall not exceed pre -development volumes."
Local Areas of Concern:
Policy HP4, Page 9-20.
"The DESTRUCTION OF SIGNIFICANT ARCHITECTURAL, HISTORIC AND
ARCHAEOLOGICAL RESOURCES in the planning area shall be discouragRECEIVED
DEC 0 3 2015
^'Nothing Compares
State dNorth Carolina I Environmental Quality I Coastal Management D C M- M H D CITY
1367 US Hwy 17 South I Elizabeth City, NC 27909
252-264-3901

PAT MCCRORY
DONALD R. VAN DER VAART
1-1, �
BRAXTON DAVIS
Coastal Management
ENVIRONMENTAL QUALITY
MEMORANDUM
TO: Courtney Spears, Asst. Major Permits Coordinator
Division of Coastal Management
FROM: Charlan Owens, AICP, District Planner
Division of Coastal Management
SUBJECT: Major Permit Request by Carl and Diane Overman to fill 105 feet of existing
manmade basin; construct a 30 foot by 33 foot boat ramp, a 12 foot by 12 foot
boat lift, and six (6) tie piles on the manmade basin, and; install 308 linear feet
of vinyl bulkhead along the manmade basin and the Currituck Sound; on
property located at 154 Egret Lane, in Currituck County.
Date: November 30, 2015
Consistency Determination: The request is consistent with/not in conflict with the Currituck
County 2006 Core Land Use Plan (LUP) certified by the CRC
on May 18, 2007 as amended through June 24, 2009.
Overview: The 1.25 acre subject property has 70 linear feet of shoreline along the Currituck
Sound and 412 linear feet of shoreline along a manmade basin connecting to the sound. The
manmade basin extends 200 feet into the lot, narrowing from 40 feet at the mouth to 29 feet at
the landward end. Existing water depths within the basin range from 1.75 feet to 3 feet below
Normal Water Level (NWL) with an average depth of 2.3 feet below NWL. The connective
water depth at the Currituck Sound is 3 feet below NWL. The property elevation is
approximately 3 feet above NWL. The property is designated as AE floodzone to the west
and VE floodzone to the east.
Existing site improvements consist of a single-family house and gravel driveway to the west.
Existing shoreline improvements consist of deteriorating, wooden bulkhead and an old
concrete boat ramp at the landward end of the manmade basin.
Filling of 105 feet of manmade basin, construction of a 30 foot by 33 foot boat ramp, and
installation of 308 linear feet of vinyl bulkhead, a 12 foot by 12 foot boat lift, and six (6) tie piles
are proposed. The manmade basin will be filled on the landward side, retaining the sound
connection. The existing boat ramp and bulkhead within the fill area will be removed. The
new boat ramp will have a packed gravel surface at a 1:10 slope. The new bulkhead will be
located an average of 1 foot waterward and a maximum of 2 feet waterward of the remaining
wooden bulkhead. Three (3) formalized slips will be created within the basin along the south
side, one (1) at the boat lift and two (2) at the tie pilings.
!--' Nothing Compares �_
State of North Carolina I Environmental Quality I Coastal Management
1367 US Hwy 17 South I Elisabeth City, NC 27909
252-264-3901

0
North Carolina Department of Environmental Quality
Division of Coastal Management
MEMORANDUM
Page 2 of 3
The waters of the Currituck Sound in this area are classified as Class SC waters and are
closed to shellfish taking. The sound is approximately 3 miles across at this location. Due to
the time of year, Submerged Aquatic Vegetation (SAV) was not observed growing within the
basin, however a survey found that rooted SAV was located at the mouth extending into the
sound during the summer months. Based on available information, there are no
archaeological sites on or adjacent to the property.
Anticipated impacts resulting from this project are expected to include: the filling of 3,228 sq.
ft. of Public Trust Area/Estuarine Waters Area of Environmental Concern (AEC); the shading
of 144 sq. ft. of Public Trust Area/Estuarine Waters AEC, and; the disturbance of 5,719 sq. ft.
of Estuarine Shoreline AEC.
Basis for Determination:
The property is located within the "Point Harbor" subarea and is designated as "Limited
Service Areas (Areas Preferred for Low Density Development)" on the Currituck County
Future Land Use Map (FLUM). Areas of Environmental Concern (AECs) are designated as
"Conservation Areas" as indicated on Page 11-1.
The purpose of the Conservation class is to provide for the long-term management and
protection of significant, limited, or irreplaceable areas. Proper management is needed to
conserve the natural, cultural, recreational, scenic or biologically productive values of these
areas. The Conservation class is applied to areas that should not be developed at all
(preserved), or if developed, done so in a very limited manner characterized by careful
planning and cautious attention to the conservation of environmental features.
Definitions of key words are provided on page 9-2. These words include "Encourage: to favor
or foster", "Should: Ought to, if no valid reason not to", and "Support: to shore up, may imply
financial support".
The following LUP policies may be applicable to this request:
Land Use Compatibility:
Policy ES4, Pages 9-5 and 9-6.
"In approving new developments, Currituck County shall support the retention or
creation of a vegetated buffer area along ESTUARINE SHORELINES as a
simple, effective and low-cost means of preventing pollutants from entering
estuarine waters. Exceptions to this requirement may include developments
involving pre-existing man-made features such as hardened shorelines, ditches,
and canals.... The County also supports CAMA use standards for all COASTAL
SHORELINES, whether estuarine or otherwise."
�^Nothing Compares�
State ofNonh Cm hna I Enwonm nwl QwEty I cont., mmsemeot
1367 US Hwy 17 South I Elizabeth City, NC 27909
252-264-3901

e
North Carolina Department of Environmental Quality MEMORANDUM
Division of Coastal Management Page 3 of 3
Policy ES5, Page 9-6.
"Uses allowed in ESTUARINE WATERS must be water dependant (public
access, docks, piers, erosion control, and other CAMA-approved uses) and must
not interfere with the proper function, cleanliness, salinity, and circulation of the
resource..."
Natural Hazard Area:
Policy NH2, Page 9-16.
"The County shall require development and redevelopment within SPECIAL
FLOOD HAZARD AREAS to meet the standards of the National Flood Program
and the County's Flood Damage Prevention Ordinance..."
Policy NHB, Pages 9-16 and 9-17.
"Currituck County encourages owners of PROPERTIES ALONG ESTUARINE
SHORELINES to employ the least hardened approach to shoreline stabilization
(i.e. marsh grass favored over riprap favored over bulkheading, etc.), provided
that reasonable access is available to install the technology available."
Water Quality:
Policy WQ3, Page 9-17.
"Currituck County supports policies, plans and actions that help protect the water
quality of the county's estuarine system by preventing SOIL EROSION AND
SEDIMENTATION, and by controlling the quantity and quality of STORMWATER
RUNOFF entering the estuary."
Policy WQ4, Page 9-17.
"RUNOFF AND DRAINAGE from development, forestry and agricultural activities
shall be of a quality and quantity as near to natural conditions as possible. Post
development runoff shall not exceed pre -development volumes."
Local Areas of Concern:
Policy HP4, Page 9-20.
"The DESTRUCTION OF SIGNIFICANT ARCHITECTURAL, HISTORIC AND
ARCHAEOLOGICAL RESOURCES in the planning area shall be discouraged."
Nothing-Compares�
State ofNorth Carolina I Environmental Quality I Coastal Managemrnt
1367 US Hwy 17 South I Elizabeth City, NC 27909
252-264-3901

1�
Environmental
Quality
November 10, 2015
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
PAT MCCRORY
c,,,,
DONALD R. VAN DER VAART
S,,"1"„
Lee Padrick
Division of Community Assistance
Doug Huggett, Major Permits Coordinator
Division of Coastal Management
CAMA/DREDGE & FILL Permit Application Review
Carl and Diane Overman
154 Egret Lane, Harbinger, Currituck County
Proposed Project: Partially fill in a man-made basin, install boat ramp, boat lift, tie -piles, &
replace bulkhead
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 12/01/15 to Courtney Spears, Assistant Major Permits Coordinator, 400 Commerce
Avenue, Morehead City, NC 28557 (fax: [phone]). If you have any questions regarding
the proposed project, please contact Ron Renaldi at [phone], ext. 237. When appropriate,
in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
IGTh s 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 7yG. DATE �� �� `�� RECEIVED
DEC 0 3 2015
^'Nothing Compares
State of North Carolina I Environmental Quality D C M- M H D CITY
1367 US Hwy 17 South I Elizabeth City, NC 27909
252-264-3901 1 252-264-3723 [fax]
An Equal Opportunity 1 Affirmative Action Employer

M
January 8, 2016
<" Regulatory Division
Action ID No. SAW-2016-00046
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Dear Mr. Huggett:
Reference the application of Mr. Carl Overman to fill approximately .07 acres of a
manmade basin, construct a 300 linear foot bulkhead and construct a boat ramp and lift, adjacent
to the Currituck Sound, at 154 Egret Lane, in Harbinger, Currituck County, North Carolina.
The Federal agencies have completed review of the proposal as presented by the
application and your field investigation report.
We recommend that the following conditions be included in the State authorization:
1. All work authorized by this permit must be performed in strict compliance with the
attached plans, which are a part of this permit. Any modification to these plans must be approved
by the US Army Corps of Engineers (USACE) prior to implementation.
2. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove,
relocate, or alter the structural work or obstructions caused thereby, without expense to the
United States. No claim shall be made against the United States on account of any such removal,
relocation, or alteration. The permittee shall notify NOAA/NATIONAL OCEAN SERVICE
Chief Source Data Unit N CS261, 1315 E West HWY- RM 7316, Silver Spring, MD 20910-
3282 at least two weeks prior to beginning work and upon completion of work.
3. Except as specified in the plans attached to this permit, no excavation, fill or mechanized
land -clearing activities shall take place at any time in the construction or maintenance of this
project, in such a manner as to impair normal flows and circulation patterns within waters or
wetlands or to reduce the reach of waters or wetlands.

C5
4. Except as authorized by this permit or any USACE approved modification to this
permit, no excavation, fill or mechanized land -clearing activities shall take place at any time in
the construction or maintenance of this project, within waters or wetlands. This permit does not
authorize temporary placement or double handling of excavated or fill material within waters or
wetlands outside the permitted area. This prohibition applies to all borrow and fill activities
connected with this project.
5. Unless otherwise authorized by this permit, all fill material placed in waters or wetlands
shall be generated from an upland source and will be clean and free of any pollutants except in
trace quantities. Metal products, organic materials (including debris from land clearing
activities), or unsightly debris will not be used.
6. The authorized structure and associated activity must not interfere with the public's right
to free navigation on all navigable waters of the United States. No attempt will be made by the
permittee to prevent the full and free use by the public of all navigable waters at or adjacent to
the authorized work for reason other than safety.
7. The permittee shall advise the Corps in writing at least two weeks prior to beginning the
work authorized by this permit and again upon completion of the work authorized by this permit.
8. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall provide
each of its contractors and/or agents associated with the construction or maintenance of this
project with a copy of this permit. A copy of this permit, including all conditions, shall be
available at the project site during construction and maintenance of this project.
9. The permittee shall employ all sedimentation and erosion control measures necessary to
prevent an increase in sedimentation or turbidity within waters and wetlands outside the permit
area. This shall include, but is not limited to, the immediate installation of silt fencing or similar
appropriate devices around all areas subject to soil disturbance or the movement of earthen fill,
and the immediate stabilization of all disturbed areas. Additionally, the project must remain in
full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North
Carolina General Statutes Chapter 113A Article 4).
10. The activity will be conducted in such a manner as to prevent a significant increase in
turbidity outside the area of construction or construction -related discharge. Increases such that
the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout waters by
the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all
saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not
considered significant.
11. Violations of these conditions or violations of Section 404 of the Clean Water Act or
Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District

Cy
U.S. Army Corps of Engineers within 24 hours of the permittee's discovery of the violation.
Questions or comments may be addressed to Mr. Josh Pelletier, Washington Field Office,
Regulatory Division, telephone [phone].
Sincerely,
Josh Pelletier
Regulatory Project Manager
Copies Furnished:
Mr. Ian McMillan
North Carolina Division of Water Quality
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Fritz Rhode
National Marine Fisheries Service
Habitat Conservation Service
101 Pivers Island Road
Beaufort, North Carolina 28516
Mr. Jeffrey Garnett
Wetlands and Marine Regulatory Section
Water Protection Division -Region IV
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Frank Jennings, District Manager
Elizabeth City Field Office
North Carolina Division of Coastal Management

North Carolina Department of Environmental Quality
Pat McCrory
Governor
Donald R. van der Vaart
NOT A CAMA PERMIT Secretary
November 23, 2015
DWR# is-isili if
Currituck County '
Carl and Diane Overman
154 Egret Lane
Harbinger, NC 27941
Subject: Approval of 401 Water Quality Certification with Additional Conditions
Overman Residence -154 Egret Lane, Harbinger, Currituck County
Dear Mr. and Mrs. Overman:
You have our approval for the Impacts listed below for the purpose described in your application dated
November 10, 2015 and received by the Division of Water Resources (Division) on November 12, 2015. These
impacts are covered by the attached Water Quality General Certification Number 3900 and the conditions
listed below. This certification is associated with the use of CAMA Major Permit and General Permit(s)
198000291 issued by the US Army Corps of Engineers (USACE). This Certification allows you to use the CAMA
Major Permit when the Division of Coastal Management Issues it. Please note that you should get any other
federal, state or local permits before proceeding with your project, including those required by (but not
limited to) Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed regulations.
This approval requires you to follow the conditions listed in the enclosed certification(s) or general permit
and the following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and
general conditions of the Certification are met. No other impacts are approved, including
incidental impacts. 115A NCAC 02B .0506(b)(c)]
Type of Impact
Amount Approved
(units)
Permanent
Amount
Reduced (units)
Temporary
Plan location/
Reference Attached
Open Water
OW-1(Basin Fill)
0.07 (acres)
0 (acres)
LAMA Permit Plan
Sheet 2
OW-2 (Boat Ramp Fill)
0.02 (acres)
0 (acres)
OW-3 (Bulkhead)
0.003 (acres)
0 (acres)
OW-4 (Boat Lift Shading)
0.003 (acres)
0 (acres)
2. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification. If you
Division of Water Resources- Water Quality Regional Operations Section - Washington Regional Office
90 Washington Square Mall, Washington, NC 27889
Phone: [phone] Fax: [phone] Internet: www.nodenr.gov
An Equal Opportunity 1 Aftimretive Action Employer— Made h part by recycled paper

Carl and Diane Overman
DWR q 15-1196
401APPROVAL
Page 2 of 4
change your project, you must'not(Vy:the Division and you may be required to submit a new
application package with the appropriate fee. If the property is sold, the new owner must be
given a copy of this approval letter and General Certification and is responsible for complying
with all condtions. [15A NCAC 02B .0507(d)(2)]
3. Water Quality Certification
The proposed project must comply with all the conditions of the General Water Quality
Certification(s) 3900. [15A NCAC 02B .0507(c)]
4. Turbidity Standard
The Permittee shall adhere specially to 15A NCAC 02B .0222 Tidal Salt Water Quality for Class
SC Waters (3)(g) pH: shall be normal for waters in the area, which generally shall range
between 6.8 and 8.5 except that swamp waters may have a pH as low as 4.3 if it is the result
of natural conditions; (1) Turbidity: the turbidity In -the receiving water shall not exceed 25
NTU; if turbidity exceeds this level due to natural background conditions, the existing
turbidity level shall not be increased. [15A NCAC 02B .02201
S. Re Opener Clause
Carl and Diane Overman and theirauthorized agents shall conduct their activities in a manner
consistent with State water quality standards (including any requirements resulting from
compliance with section 303(d) of the Clean Water Act) and any other appropriate
requirements of State law and federal law. Carl and Diane Overman shall require their
contractors (and/or agents) to comply with all of the terms of this Certification, and shall
provide each of their contractors (and/or agents) a copy of this Certification. A copy of this
Certification shall be included in the construction contract and available on the job site at all
times. If DWR determines that such standards or laws are not being met (including the failure
to sustain a designated or achieved use) or that State or federal law is being violated, or that
further conditions are necessary to assure compliance, DWR may reevaluate and modify this
certification to include conditions appropriate to assure compliance with such standards and
requirements in accordance with 15A NCAC 21-1.0507(d). Before modifying the certification,
DWR shall notify the Joseph and Carl and Diane Overman and the US Army Corps of
Engineers, provide public notice in accordance with 15A NCAC 21-1.0503 and provide
opportunity for public hearing in accordance with 15A NCAC 21-1,0504. Any new or revised
conditions shall be provided to DWR in writing, shall be provided to the United States Army
Corps of Engineers for reference in any permit issued pursuant to Section 404 of the Clean
Water Act, and shall also become conditions of the 404 Permit for the project.
6. Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, any subsequent modifications, the applicant Is required to return the
attached certificate of completion to the 401 & Buffer Permitting Unit, NC Division of Water
Resources, 1617 Mail Service Center, Raleigh, NC 27699-1650. [15A NCAC 02H .0507 (c)]
7. The applicant and/or authorized agent shall provide a completed Certificate of Completion
form to the Division within thirty (30) days of project completion (available at

tik
Carl and Diane Overman
D W R # 15-1196
401APPROvAL
Page 3 of 4
htto:Hportal.ncdenr.ore/web/wa/swp/ws/401/certsandl)ermits/apply/forms). [15A NCAC
02H .0506(b)(5)]
8. This approval and its conditions are final and binding Unless contested. [G.5.143-215.5]
These Certifications can be contested as provided in Articles 3 and 4 of General' Statute 150B by filing a written
petition for an adminisOative hearing to the Office of Administrative Hearings (Hereby known as OAH). 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.
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAH. A petition is
considered filed When the original and one (1) copy along with any applicable OAH filing fee is received in the
OAH during normal office hours (Monday through Friday between B:OOam and 5:O0pm, 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:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service (UPS, fedEx,
etc.):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DENR:
Sam H. Hayes, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division under section 401 of the Clean Water. Please contact
Anthony Scarbraugh at 252-948-3924 or.artthonv.sca�brauehCdncdenr.eov if you have any questions or
concerns.
Sincerely;
Robert Tankard, Assistant Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ.

4r a
0
Carl and Diane Overman
DW R # 15-1196
401 APPROVAL
Page 4 of 4
Enclosures: GC 3900
Certification of Completion
cc: Doug Huggett, DCM Morehead City
Ron Renaldi, DCM Elizabeth City
Joseph Pelletier, USACE Washington Regulatory Field Office (via email)
Laserfiche
File

PAT MCCRORY
cowmor
DONALD R. VAN DER VAART
Secremry
lirt7:�ii�.7•�r��9
Energy, Mineral
and Land Resources
ENVIRONMENTAL OVALITY
December 16, 2015
Carl and Diane Overman
154 Egret Lane
Harbinger, NC 27941
Subject: EXEMPTION from Stormwater Management Permit Regulations
CAMA Major- Dredge & Fill / Bulkhead / Pier
Overman boat ramp, boat lift and bulkhead replacement
Stormwater Project No. SW7151108
Dear Mr. and Mrs. Wilcox:
The Washington Regional Office received a copy of your CAMA Major application for the boat ramp, boat
lift and bulkhead replacement project at the property located at 154 Egret Lane in harbinger, Currituck
County, NC on November 12, 2015. Staff review of the plans and specifications has determined that the
project, as proposed, consists of activities that will not pose surface water quality threats from stormwater
runoff since no new impervious area is proposed.
The Director has determined that projects that are reviewed and approved by the Division as not posing
water quality threats from stormwater runoff should not be subject to the stormwater management
permitting requirements of 15A NCAC 2H.1000. For this reason, we are informing you by way of this
letter that your project will not require a State Stormwater management permit at this time.
The stormwater rules require the Division to permit the common plan of development, therefore, any
future development on the property, regardless of whether a SEC plan or CAMA Major permit is also
required, will require a Stormwater Management Permit application and permit issuance from the
Division of Energy, Mineral, and Land Resources prior to any construction. Any construction on the
subject site, prior to receipt of the required permit, will constitute a violation of 15A NCAC 2H.1000
and may result in appropriate enforcement actions by this Office.
Please keep in mind that this determination does not affect your legal requirements to obtain other
permits which may be required by the Division of Water Resources, the Division of Land Resources,
Coastal Area Management Act or any other Federal, State or Local Government.
Please reference the Stormwater Project Number above on all correspondence. If you have any
questions or need additional information concerning this matter, please contact me at [phone].
Sincerely,
Samir Dumpor, PE
Environmental Engineer
cc: Doug Huggett, DCM
Washington Regional Office
Director

S W 7lSI IOS
PAT MCCRORY
G." Ino,
DONALD R. VAN DER VAART
Environmental scamp
Quality RECENED/NCDENR/D1'VR
November 10, 2015 NOV 12 2015
MEMORANDUM water oualfty Regional
W�Oineretions Senior:
TO: Samir Dumpor, Environmental EngmeeriT' n" .
DWR - Water Quality — Coastal Stormwater Permits, WaRO
FROM: Doug Huggett, Major Permits Coordinator
Division of Coastal Management
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Carl and Diane Overman
Project Location: 154 Egret Lane, Harbinger, Currituck County
Proposed Project: Partially fill in a man-made basin, install boat ramp, boat lift, tie -piles, &
replace bulkhead
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 12/01/15 to Courtnev Spears. Assistant Maior Permits Coordinator, 400 Commerce
Avenue, Morehead City, NC 28557 (fax: [phone]). If you have any questions regarding
the proposed project, please contact Ron Renaldi at [phone], ext. 237. When appropriate,
in-depth comments with supporting data are requested.
REPLY: v 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, � DATE
I2-l6-/5'
PIS_Jr—�C7 Sw 715I106
-''�;- Nothing Compares
ST7)2M WAJE P,
rzE6Zu1I�f— AJTS
State of North Carolina I Environmental Quality

7
North Carolina Department of Environmental Quality
Pat McCrory Donald R. van der Vaart
Governor
Secretary
November 10, 2015
MEMORANDUM:
To: Doug Huggett RECEIVED
C/O Courtney Spears NOV 19 2015
Assistant Major Permits Coordinator
Division of Coastal Management DCM- MHD CITY
400 Commerce Avenue
Morehead City, NC 28557
From: Clif Whitfield, Environmental Engineer, PWSS/WaRO
Subject: CAMA/DREDGE & FILL PERMIT APPLICATION REVIEW
Applicant: Carl and Diane Overman
Project Location: 154 Egret Lane, Harbinger, Currituck County
Proposed Project: Partially fill in a man-made basin, install boat ramp, boat lift, tie -piles,
& replace bulkhead
REPLY: This office has no objection to the project as proposed.
X This office has no comment on the proposed project.
This office approves of the project only if the recommended changes
are incorporated.
This office objects to the project for reasons described in the
attached comments.
SIGNED DATE 11-16-2015
Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] FAX: [phone] Internet: www.ncwater.org/pws
An Equal Opportunity \APumative Action Employer - Made in part by recycled paper

Environmental
Quality
November 10, 2015
MEMORANDUM
103
4Zol-6I
SUBJECT:
Applicant:
Project Location:
30
RECEIVED
DEC 0 7 2015
DCM- MHD CITY
Tim Walton, Manager
State Property Office
Doug Huggett, Major Permits Coordinator
Division of Coastal Management
PAT MCCRORY
co., ,
DONALD R. VAN DER VAART
secretory
RECEIVED
NOV 12 2015
DOA
STATE PROPERTY
OFFICE
CAMA/DREDGE & FILL Permit Application Review
Carl and Diane Overman
154 Egret Lane, Harbinger, Currituck County
Proposed Project: Partially fill in a man-made basin, install boat ramp, boat lift, tie -piles, &
replace bulkhead
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 12/01/15 to Courtney Spears, Assistant Maior Permits Coordinator, 400 Commerce
Avenue, Morehead City, NC 28557 (fax: [phone]). If you have any questions regarding
the proposed project, please contact Ron Renaldi at [phone], ext. 237. When appropriate,
in-depth comments with supporting data are requested.
REPLY: ce has no objection to the project as proposed.
2�R�SiAeutiy0l This office has no comment on the proposed project.
rngr NtiA e-� This office approves of the project only if the recommended changes are
incorporated. See attached.
This office objects to the project for reasons described in the attached
comments.
State of North Carolina I Environmental Quality
1367 US Hwy 17 South I Elizabeth City, NC 27909
252-264-3901 1 252-264-3723 [fax]
An Equal Opportunity 1 Affirmative Action Employer

t• 4 ;�t1'
f i
1 _ � PAT A+ICCRORY
DONALD R. VAN DER VAART
November 10, 2015
'ME' I ORANDUM
TO: Renee Gledhill -Early
NC Department of Cultural ResourcesL
FROi1T:
Doug fluggett: Major Permits Coordinator I
Division of Coastal vtanagement
SUBJIsCT: LAMA/DREDGE R FILL Pennit Application Review I
Applicant: Carl and Diane Overman
Project Location: 154 Egret Lane, Harbinger, Currituck Counter
Proposed Project: Partially fill in'a man-made basin, install boat ramp, boat lift, tie -piles, &
replace bulkhead
Please indicate below your agency's position or Viewpoint on the proposed project and return this
Fort,, by I2/01/15 to Court nev Sneer.
•� ro,� y rax: L-)2-247-3330 . If )-oil have any questions regarding
the proposed project; please contact Ron Renaldi at [phone]. ext. 237. When appropriate.
in-depth comments with supporting data are requested.
REPLY: 'I'11is office has no objection to the pmject as proposed.
This -office has no comment on the proposed project.
""is office approves of the project only if the recommended changes are
incorporated. -See attached.
This office objects to the project for reasons described in the attached
comments.
SIGNED DATE t /�
�No0lingcornpares -_
State of North carolina'I Environmental Quality
1367 US Hwy 17 South I Elizabeth City, NC 27909
252.264-3901 1 252.264-3723 [fax]
An Equal Opportunity t Aftmmuive Action employer NOV 1 3 2M I

W .
.. C11
PAT MCCRORY
DONALD R. V VAART
Environmental
Quality
November 10, 2015 Shd AVV I J
MEMORANDUM Watd�n tati017
TO: Patti Fowler, Section Chief
Marine Fisheries — Shellfish Sanitation & Recreational Water Quality
FROM: Doug Huggett, Major Permits Coordinator
Division of Coastal Management
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Carl and Diane Overman
Project Location: 154 Egret Lane, Harbinger, Currituck County
Proposed Project: Partially fill in a man-made basin, install boat ramp, boat lift, tie -piles, &
replace bulkhead
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 12/01/15 to Courtney Spears, Assistant Maior Permits Coordinator, 400 Commerce
Avenue, Morehead City, NC 28557 (fax: [phone]). If you have any questions regarding
the proposed project, please contact Ron Renaldi at [phone], ext. 237. When appropriate,
in-depth comments with supporting data are requested.
REPLY: This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the project only if the recommended changes are
incorporated. See attached.
This office objects to the project for reasons described in the attached
comments.
,1 PPOT-f
SIGNED foc. t,� DATE
RECEIVED
-- � Nothing Compares
State of North Carolina I Environmental Quality NOV 2 3 2015
1367 US 252--2901 y64- South 17 1252-264-372 [fax] 27909 DC M - M H D CITY
An Equal Opportunity 1 Affirmative Action Employer

R/
PAT MCCRORY
GovwMr
DONALD R. VAN OER VAART
.ycwcrmy
Environmental
Quality E E V !S
November 10, 201E
NOV 19 201E �
MEMORANDUM DISTRICT
nFFIDF
TO: Ken Pace, PE; Environmental Operations & Rest Area
Department of Transportation
FROM: Doug Huggett, Major Permits Coordinator
Division of Coastal Management
SUMECT: CAMA/DREDGE &):ILL Permit Application Review
Applicant: Carl and Diane Overman
Project Location: 154 Egret Lane, Harbinger, CurriTuck County
Proposed Project: Partially fill in a roan -made basin, install boat ramp, boat lift, tie -piles, &
replace bulkhead
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 12/01/15 to Courtney Spears Assistant Maior Permits Coord nator, 400 Commerce
Avenue Morehead Ci NC 28557 fax: [phone] . If you have any questions regarding
The proposed project, please contact Ron Renaldi at [phone], ext. 237. When appropriate,
in-depth comments with supporting data are requested.
REPLY: This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the project only if the recommended changes are
incorporated. See attached.
This office objects to the project for reasons described in the attached
comments.
!'/`Nothing Compares...
State of North Carolina I Environmental Quality
1367 US Hwy 17 South I Elizabeth City. NC 27909
252.264.3901 [ 252.264.3723 [fax)
An Equal OppowgY t Affirmative Adon Employer
60/10 39Vd lOQON 66LVTEEZSZ 0Z:0T ST0Z/6T/TT

0
Environmental
Quality
November 10, 2015
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
PAT MCCRORY
DONALD R. VAN DER VAART
sv,,, ,,,,
Maria Tripp Dunn
NC Wildlife Resources Commission
Doug Huggett, Major Permits Coordinator
Division of Coastal Management
CAMA/DREDGE & FILL Permit Application Review
Carl and Diane Overman
154 Egret Lane, Harbinger, Currituck County
v � z
NOV 2015
RECEIVED
HWtat
Cor"rvation
Program
Proposed Project: Partially fill in a man-made basin, install boat ramp, boat lift, tie -piles, &
replace bulkhead
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 12/01/15 to Courtney Shears, Assistant Major Permits Coordinator, 400 Commerce
Avenue, Morehead City, NC 28557 (fax: [phone]). If you have any questions regarding
the proposed project, please contact Ron Renaldi at [phone], ext. 237. When appropriate,
in-depth comments with supporting data are requested.
REPLY: This office has no objection to the project as proposed.
y/ This office has no comment on the proposed project.
This office approves of the project only if the recommended changes are
incorporated. See attached.
This office objects to the project for reasons described in the attached
comments.
SIGNED Za i DATE VED
-'Nothing Compares
State of North Carolina I Environmental Quality NOV 2 3 2015
1367 US Hwy 17 South I Elizabeth City, NC 27909
252-264-3901 1 252-264-3723 [fax] DC M- M H D CITY
An Equal Opportunity \ Afinna6ve Action Employer

f 12/03/2015 6:09 PM FAX [phone]
r
CURRITUCK PERMITTING
QJ 0001
Environmental
Quality
November 10, 2015
I `'
PAT MCCRORV
Co fnor
DONALD R. VAN DER VAART
S W"Ory
MEMORANDUM - �p { `v� vK �{�� i+ �-o✓S ,Ass 5 ion �- M:.�j� �+ �m +s CaTO: Debbie 1. LaShG156, Permit Officer llI
P g & Community Development, Currituck County
FROM: Doug Huggett, Major Permits Coordinator
Division of Coastal Management
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Carl and Diane Overman
Project Location: 154 Egret Lane, Harbinger, Currituck County
Proposed Project: Partially fill in a man-made basin, install boat ramp, boat lift, tie -piles, &
replace bulkhead
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 12/01/15 to Courtnlev Spears, Assistant Maier Permits Coordinator, 400 Commerce
Avenue Morehead City, NC 28557 fax: [phone] . If you have any questions regarding
the proposed project, please contact Ron Renaldi at [phone], ext. 237. When appropriate,
in-depth comments with supporting data are requested.
REPLY: X This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the project only if the recommended changes are
incorporated. See attached.
This office objects to the project for reasons described in the attached
comments.
SIGNE- LPo
RDATE I r— I 1 I t.S-
!i Nothing Compares.,..
State of North Carolina i Environmental Quality
1367 US Hwy 17 South i Elizabeth City. NC 27909
252.26"01 1252-264.3723 fax)
An Equal Opportunxy 1 Ormaeve Action Employer

�t
PAT MCCRORY
Govornor
RECEIVED DONA'LD R. VAN DER VAART
Environmental setrerary
Quality NOY 12 2K
November 10, 2015 DCM•Fiaheries
WARO
MEMORANDUM
TO: Shane Staples, Fisheries Resource Specialist
Division of Coastal Management, WaRO
FROM: Doug Huggett, Major Permits Coordinator
Division of Coastal Management
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Carl and Diane Overman
Project Location: 154 Egret Lane, Harbinger, Currituck County
Proposed Project: Partially fill in a man-made basin, install boat ramp, boat lift, tie -piles, &
replace bulkhead
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 12/01/15 to Courtney Spears, Assistant Maior Permits Coordinator, 400 Commerce
Avenue, Morehead City, NC 28557 (fax: [phone]). If you have any questions regarding
the proposed project, please contact Ron Renaldi at [phone], ext. 237. When appropriate,
in-depth comments with supporting data are 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 DATE
—T
,,- 'Nothing Compares.- . .
State of North Carolina I Environmental Quality
1367 US Hwy 17 South I Elizabeth City, NC 27909
252-2e4-3901 1252-2643723 jfaA
An Equal OpporpmllylAl6imallve Action Employer

Erivirodinentat
Quality
November 10, 2015
1,45
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
RECEIVED/NCDENR/DWR
NOV 12 2015
MEMORANDUM, Watdi quality Regional
Operations section
TO: Robert Tankard, Environmental Engineer Washington Regional Office
DWR - Water Quality, Aquifer Protection Section, WaRO
FROM: Doug Huggett, Major Permits Coordinator
Division of Coastal Management
SUBJECT; CAMA/DREDGE & FILL Permit Application Review
Applicant:. Carl and Diane Overman
Project Location:, 154 Egret,Lane, Harbinger, Currituck County
Proposed Project: Partially fill in a man-made basin, install boat ramp, boat lift, tie -piles, &
replace bulkhead.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 12/01/15 to Courtney Spears, Assistant Major Permits Coordinator, 400 Commerce
Avenue, Morehead City, NC 28557.Mix: 252-247-3330)., If you have any questions regarding
the proposed project,, please contact Ron Renaldi at [phone], ext.237., When appropriate,
in-depth comments with supporting data are 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 DATE L23 SIT
!'-.- Nothing Compares.
State of North Carolina I Environmental Quality
1367 US'Hwy 17'Soulh I Elizabeth City, NC 27909
252-264.3901 1 252-264.3723 [fax]
An Equal 0pportunitylAffirmativeAction Employer.

Environmental
Quaitty
November 10, 2015
Carl Overman
Diane Overman
154 Egret Lane
Harbinger, NC 27941
Dear Mr. and Mrs. Overman:
PAT MCCRORY
DONALD R. VAN DER VAART
The NC Division of Coastal Management hereby acknowledges receipt of your
application for State approval for development of your property located at 154 Egret
Lane in Harbinger, Currituck County. It was received complete on November 2,
2015, and appears to be adequate for processing at this time. The projected
deadline for making a decision is January 16, 2016. 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 November 2,
2015, 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.
RECEIVED
"Nothing Compares
State of North Carolina I Environmental Quality NOV 12 2015
1367 US Hwy 17 South I Elizabeth City, NC 27909
252-264-3901 1 252-264-3723 [fax] D C M- MI -ID CITY
An Equal Opportunity 1 Affirmative Action Employer

r,
Carl Overman
Diane Overman
November 10, 2015
Page 2
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 Ron
Renaldi, Field Representative, if you have any questions and or if you wish to receive
a copy of his field report.
Sincerely,
�, I
Frank Jen ings
District Manager, Northeastern District
NC Division of Coastal Management
FJ/yc
Enclosure
cc: Doug Huggett, Major Permits Coordinator, DCM, Morehead City, NC
Ron Renaldi, Field Representative, DCM, Elizabeth City, NC
Brian Rubino, Quible & Associates, PC, Kitty Hawk, NC
RECEIVED
NOV 12 2015
DCM- WHD CITY

N
N0T1(0'$1zw, 0
� U
0
AM PERMIT
APPLIED FOR
PROJECT: partially fill in a man-made basin,
install a boat ramp, replace the bulkhead, &
install a boat lift & tie -piles along the bulkhead.
COMMENTS .ACCEPTED THROUGH 12105115
APPLICANT:
Carl & Diane Overman
154 Egret Lane
Harbinger, NC 27941
252-491-8778
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW
Ron Renaldi, Division of Coastal
Management, 1367 US Hwy 17
South, Elizabeth City, NC 27909;
252-264-3901, ext. 237

RECEIVED
NOV 12 2015
DCM- M,HD CITY

Environmental
Quality
EMAIL MEMORANDUM
TO: Susan Simpson
The Coastland Times
Manteo, NC 27954
legals(a)thecoastlandtimes.net
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
FROM: Yvonne Carver, Administrative Assistant
Division of Coastal Management
DATE: November 10, 2015
SUBJECT: Public Notice — Carl and Diane Overman
Please publish the attached Notice in the Sunday, November 15, 2015 issue of The
Coastland Times.
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 Melissa Sebastian, NC Division
of Coastal Management, 400 Commerce Avenue, Morehead City, NC 28557,
(Telephone [phone]).
Thank you for your assistance in this matter. If you should have any questions, please
contact me at our Elizabeth City office [phone].
Attachment
cc: Doug Huggett, Major Permits Coordinator, DCM, Morehead City
Michele Walker, PIO, DCM, Raleigh
Melissa Sebastian, Accounts Payable, DCM, Morehead City
File
RECEIVED
— '- 'Nothing Compares ,� NOV 12 2015
State of North Carolina I Environmental Quality DCM-
M H D CITY
1367 US Hwy 17 South I Elizabeth City, NC 27909
252-264-3901 252-264-3723 [fax]
An Equal Oppoftunity 1 Affirmative Acton Employer

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The NC Department of Environmental Quality hereby gives public notice as
required by NCGS 113A-119(b) that application for a development permit in an AEC as
designated under the CAMA was received on 11/02/15. Carl & Diane Overman propose
to partially fill in a man-made basin, install a boat ramp, replace the bulkhead, & install a
boat lift & tie -piles along the bulkhead; project location is at 154 Egret Lane, Harbinger,
Currituck County.
A copy of the entire application may be reviewed at the office of the Division of
Coastal Management, located at 1367 US 17 South, Elizabeth City, NC, 252-264-3901
during normal business hours. Comments mailed to Braxton Davis, Director, DCM, 400
Commerce Avenue, Morehead City, NC 28557, prior to 12/05/15, will be considered in
making the permit decision. Later comments will be considered up to the time of permit
decision. Project modification may occur based on review & comment by the public, state
& federal agencies. Notice of the permit decision in this matter will be provided upon
written request.
PLEASE PUBLISH ON: Sunday, November 15, 2015
RECEIVED
NOV 12 2015
DCM- MHD CfTY

MAJOR PERMIT FEE MATRIX
Applicant: �Ve�f Mangy Cr d � �1G✓rL
Selection
Development Type
Fee
DCM °o
DWQ 9,6
(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
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:
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if At$250
B, C, or D below applies:
III(A). Private, non-
commercial development, if
100% ($250)
0% ($0)
General Water Quality
Certification No. 3490 (See
attached can be applied:
III(B). Public or commercial
❑
development, if General
$400
100% ($400)
0% ($0)
Water Quality Certification
No. 3490 (See attached)
can be lied:
III(C). If General Water
Quality Certification No.
$400
60% ($240)
40% ($160)
3490 (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 WaterQuality
tion No.
$400
60%($240)
40%($160)
3490 (shed) cannot
be a t
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:
RECEIVED
NOV 12 2015
DCM- AP,HD CITY

tz
NC Division of Coastal Management fI ; o
Cashier's Official Receipt ®% 3 3 !
& W
U �
91 Date: 2' 20 �-S
L! l z
� U
Received From: OV EA A P4 Al CA K L_ 9..- $
'D l A-nl E
Permit No.: -M S. i c t- 4w Check No.: �-S% O
yr
Applicant's Name: C "L- w- 1) / /FA/E county: C-`t R k r Tu.cic
o VG/jpt f�nl
Project Address: l S Y 4c5-Q r—' — L. /t , W-- rb i ^.o e r-
Please retain receipt for your records as proof of payment for permit issued. /
Signature of Agent or Applicant: , ` e- L� v �l /Yi�.F r Date:
Signature of Field Representati Date: /b L@ �/ �'

Quible
Quible & Associates, P.C. P.O. Daw 570
Hawk NC 27949
ENGINEERING - ENVIRCNIVENML SCIENCES - PLANNING - SURVEYING Phone: [phone]
SINCE 1959 Fax: [phone]W
web: qulble.com
NOV 2-_
October 14, 2015
Michael Murray
P.O. Box 54
Point harbor, NC 27964
RE: CAMA Major Permitting
154,Egret Ln., Harbinger, Currituck County, North Carolina
Dear Mr. Murray,
As adjacent riparian property owner to the property located at 154 Egret Ln., it is a requirement by
NCDENR, Division of Coastal Management to notify you of the proposed development in proximity to the
Estuarine Area of Environmental Concern (AEC) that requires CAMA Major Permitting. All of the work
proposed at this time is shown on the accompanying plan.
Should you have no objections to the proposed work, please check the statement below, sign and date
the blanks below the statement and return one copy of this letter to: Brian Rubino, Quible & Associates
P.C., PO Drawer 870, Kitty Hawk, NC 27949 as soon as possible. Keep the second copy for your files.
Should you have objections to this proposal, please send your written comments to Mr. Ron Renaldi,
NCDCM, 1367 US 17 South, Elizabeth City, NC 27909. Written comments must be received within 30
days of receipt of this notice.
Additionally, please feel free to contact Simon Rich, III with Stevens Towing Company if you wish to
discuss future use or anything pertaining to this project. Mr. Rich can be reached at 252-482-1011.
Failure to respond in either method within 30 days will be interpreted as no objection.
Sincerely,
Quible and Associates, P.C.
Bn'an R ino
V I have no objection to the project as presently proposed and hereby waive that right of objection
as provided in General Statute 113-229.
I have objections to the project as presently proposed and have enclosed comments
Signature Dat
RECEIVED
NOV 12 2015
DCM- MHD CITY

Quible
Quible & Associates, P.C.
ENGINEEFMG - ENVIRONMENFAL SCIENCES - PLANNING - SURVEYING
SINCE 19%
hog, a -
October 14, 2015
Lois M. Hils
P.O. Box 25
Harbinger, NC 27941
RE: CAMA Major Permitting
154 Egret Ln., Harbinger, Currituck County, North Carolina
Dear Sir or Madam,
P.O. 0r "r 870
My Hawk NC 27949
Phase: 252-491-8147
Fax: [phone]W
web: qulble.c
As adjacent riparian property owner to the property located at 154 Egret Ln., it is a requirement by
NCDENR, Division of Coastal Management to notify you of the proposed development in proximity to the
Estuarine Area of Environmental Concern (AEC) that requires CAMA Major Permitting. All of the work
proposed at this time is shown on the accompanying plan.
Should you have no objections to the proposed work, please check the statement below, sign and date
the blanks below the statement and return one copy of this letter to: Brian Rubino, Quible & Associates
P.C., PO Drawer 870, Kitty Hawk, NC 27949 as soon as possible. Keep the second copy for your files.
Should you have objections to this proposal, please send your written comments to Mr. Ron Renaldi,
NCDCM, 1367 US 17 South, Elizabeth City, NC 27909. Written comments must be received within 30
days of receipt of this notice.
Additionally, please feel free to contact Simon Rich, III with Stevens Towing Company if you wish to
discuss future use or anything pertaining to this project. Mr. Rich can be reached at 252-482-1011.
Failure to respond in either method within 30 days will be interpreted as no objection
Sincerely,
Quible and Associates, P.C.
50 1'��til /—
Brian Rubino
k I have no objection to the project as presently proposed and hereby waive that right of objection
as provided in General Statute 113-229.
I have objections to the project as presently proposed and have enclosed comments
RECEIRVEJ
Signature Date
NOV 12 2015
DCM- IUHD CITY

I
co
CV
ru
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m
m
■ Complete items 1, 2, and 3. Also complete
Rein 4 if Restricted Delivery is desired.
■ 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 mailpiece,
or on the front if space permits.
1. Article Addressed ta: '' I
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D. Is deMery ackineausdiffiefeent from Rem 11 t..l Ye<
If YES, enter delivery address below: ❑ No
3. Service Type
PW Certified Mail
❑ Express Mail
❑ Registered
❑ Return Receipt for Marchand
❑ Insured Mail
❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number 7013 1710 0000 2879 3342
pFanskr from service /abeQ
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1
,
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NCty, State. ________________________________________________
C QiIDy
PS Form 3800, August re. See Reverse for Instructior
RECEIVED
NOV 12 2015

' F
7 +r
OCT 2 6 2015
RE: Agent Authorization for CAMA Major Permitting CGA•Lni. t:' ^,`ar.c:5`.'E rT
154 Egret Ln., Harbinger, Currituck County, North Carolina
As owner of the above referenced property, I authorize Quible & Associates, P.C. to act as
agent for the purposeofCAMA Permitting.
Authorized Signature
Name6I2L , Oy 9,1?7 WO Date:
RECEIVED
NOV 12 2015
DCM- M;HD CITY

RECEIVED
NOV 12 2015
DCM- MHD CITY

BOPK .l 2 0 () PAr.,F
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IVI�B��IINII�I�I�IInIIIINNIINl�nIIINI�I��INIINII ;
Ie: 030002eT:71OeceorDdd: ,11512t0, 3:16 Pr _ram
�nnn'VVV•\\\
Fee Art: 826.00 Page 1 of
"'
Exol se Tax: 80,00
CVrr !tuck County, NO
Charlene Y DowdY Register of Deeds
ak 1OM PCA96-07
d '
0
n
NORTH CAROLINA GENERAL WARRANTY DEED
LT# fror�
$0.00 Revenue SrahiSfl$0.00
Tax Lot No.ParcelldentifierNo. 013100000650000
Verified by County on the _ day of
by
6
Mail after recording to Sharp, Michael &`)sham, LLP
This instrument was prepared by Starkey S , Attorney at Law
Brief Description for the index
THIS DEED made May 11, 2012
between
GRANTOR
GRANTEE
Jay Allen Hart and wife
Carl Overman and wife,
Jeanne Marie Hart
0
Diane Overman
PO Box 1782
104 Reggie Owens Drive
Kill Devil Hills, NC 27948
rbinger, NC 27941
—Ha
�X
The designation Grantor and Grantee as used herein shall include saidparties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
>
WITNESSETH, that the Grantor, for a valuable consideration paid by the Gmnte�(��jje receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and conveyunto the Grantee in fee sildg{q, a i that certain lot orparcel of land situated
in Poplar Branch Township, Cunimck County, North Carolina and more paricularly��ddegrnbed as follows:
Beginning at a point, said point being at the point where an existing concrete monumentt e•ch ims.30miles to the North of S. R 1106
intersects with the Eastern Boundary of that 60' right of way known as Egret Lane; comity ' along the eastern boundary of Egret
Lane N. 27 deg. 35' 00" East a distance of approximately 118.96; thence honing and 84 deg. 46' 50" east a distance of
approximately 527.70 ket to the Qtrtituck Sound; thence measuring across a tie line of S 25 4�5' 5 1 " West 118.10 feet; (the
property line itself running Westerly along the edge of a wooden bulkhead; thence turning SoudrZong the bulkhead thence ruming
Easterly along the bulkhead to the Currituck Sound); thence running Southerly and turning and �g S 84 deg. 46' 50 " West 562.50
feet to the point or place of beginning.
This is a deed of gift. 0
_If checked, the property includes the primary residence of at least one of the antors. (NC GS §
105-317.2) - 0
This instrument prepared by Starkey Sharp, a licensed Norlh Carolina attorney. Delinquent taxes, if n . to be paid by the
closing attorney to the county tax collector upon disbursement of dosing proceeds
IMANSFER TAX AMOUNT , `" '�IWetj
DATWCOLLECTOR 5 -15 • dD 19.
Book 1200 Page 496

ea 1200PAE0497
d
0
The property hereinabov(escribed was acquired by Grantor by instrument recorded in Book 898, Page 292, Curimck County
Registry.
A map showing the above d \\\\\\e�����'property is recorded in
TO HAVE AND TO HOLD the lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee simple. CCC ��`
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in
fee simple, that title is marketable and clew of all encumbraacs, and that Grantor will warrant and defend the tide against the
lawful claims of all peraons Whotttsoeve�ept for the exceptions hereinafter stated.
Tide to the property hereinabove described gOubject to the following exceptions:
Easements and restrictions of record, if any, in Ipd�C6�Wrrituck County Registry.
IN WITNESS WHEREOF, the Grantor has hereunt et his hand and seal, or if corporate, has caused this instrument to be signed in
its corporate rtnrne by its duly authorized officers by aurnt�h��ority of its Board of Directors, the day and year first shove written.
i`
STATE OF �i7\ "\ CMV-' �� COUNTY OF 0121 7r
1 the undersigned Notary Public for the State and County aforesaid, do hereby C�`ce that Jay Allen Hart and wife, Jeanne Marie Hart
persomlty appeared before me this day and acknowledge the due execution of the oimg iastrumen� Witness my hand and official
seal this _j),_Dey of ,,, 21t0�12. f�
My Commission Expires:L'—�k
Notary PiNiic
KEILY RENEE CLEM ��
Notary public^
Dare County, NC v
0
�l
RECEIVED
NOV 12 2015
DCM- KIND CITY
Book 1200 Page 497

—This is a word processing form to be completed in Microsoft Word"'"
NC Division of Coastal Management
Major Permit Application Computer Sheet
(1110112012)
Applicant: Carl & Diane Overman
Date: 111912015
Project Site County : Currituck
Staff., Ron Renaldi
District: gEfizabeth City Washington
❑Morehead City El Wilmington
Project Name:
Rover File:
Date of initial application submittal (EX.- 142007): 1012612015
Date application "received as complete' in the Field office (EX: 1/6/2007): 11/2/2015
Permit Authorization: CAMA ElDredge & Fill MBoth
SITE DESCRIPTIONIPERMIT INFORMATION
PNA: ❑Yes ®No
Photos Taken: Yes ® No❑
Setback Required (riparian): ❑Yes
No
Critical Habitat El Yes No EINOtSure
15 foot waiver obtained: Yes Z No
Hazard Notification Returned.,
El Yes ®No
SAV. Yes ®No Not Sure
Shell Boltom: Yes ®No ❑ Not
Temporary Impacts: 0 Yes No
Sure
Sandbags: ❑Yes ®No ❑ Not Sure
Did the land use classification come from
Mitigation Required (optional):
county LUP.0Yes ❑No
El Yes ®No
Moratorium Conditions: El Yes ZNo
Environmental Assessment Done:
❑NA
❑Yes ❑No®NA
SECONDARY WATER CLASSIFICATION — OPTIONAL (choose MAX of 4)
WETLANDSIMPACTED
(404) Corp. of Engineers (Jurisdictional
0 (LS) Sea lavender (Limonium sp.)
(SS) Glasswort (Salfcomis sp.)
wetlands)
(CJ) Saw grass (Cladium jamaicense)
(SA) Salt marsh cordgrass (Spartina
(SY) —Salt reed grass (Spartina
alternifiora)
cynosuroides)
El (DS) Salt or spike grass (Dishchlis
(SC) Bullrush or three square (Scirpus
El (TY) Cattail (Typha sp.)
spicata)
sp.)
(JR) Black needlerush (Juncus
(SP) Salt/meadow grass (Spartina
roemerianus)
patens)
APPLICATION FEE
❑ No fee required - $0.00
111(A) Private w/D&F up to 1 acre;
0 III(D) Priv. public or comet w/D&F to 1
3490 can be applied - $250
acre; 3490 cant 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
REGEIVFn
Major development extension request -
A Public or commerciaYno dredge
$100
and/or fill - $400
NOV
DCM- MHD CITY
252-808.2808 -: 1.888.4RCOAST :: www.necoastelmanaoement.net revised: Nov. 2012

NC Division of Coastal Mgt. Application Computer Sheet, Page 2 of a) '
1. Private no dredge and/or fill - $250
El lll(C) Priv. public or comm w /D&F to 1
acre; 3490 can be applied; DCM needs
7
DWQ agreement - $400
FrCEIVED
NOV 12 2015
DCM- MIAD CITY
revised Nov. 2012

MC Division of Coastal Mgt. Application Computer Sheet, Page 3 of 4)
y Applicant Cad & Diane Overman
i Date: 1119115
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
ActivityName
Number
Choose
Choose
Dimension 1 Dimension 2
Dimension 3
Dimension 4
One
One
Boatli t
1
New Work
Replace
12
12
Maint ❑
❑ Y ® N
Boat Ramp
I
New Work
Replace
30
33
Maint❑
❑Y®N
Boat Slips
3
New Work
Replace
3
Maint ❑
❑ Y ® N
Bulkhead
New work
Replace
308
1
6
(Vinyl)
Maint ❑
®Y ❑ N
Fill Basin
New Work
Replace
105
33
2.5
Maint❑
❑Y®N
Fill (Shoreline
New Work 0
Replace
12
Stall.)
Maint ❑
❑ Y ® N
High Ground
New work
Replace
477
12
Disturbance
Maint ❑
❑ Y ® N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
.
New Work
Replace
MAW[]
❑ Y ❑ N
New Work
Replace
Maint❑
❑Y❑N
New Work ET
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint❑
❑Y[IN
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
MAW[]
❑ Y ❑ N
New Work
Replace
Maint ❑
[IY ❑ N
RECEIVED
New Work
Replace
Maint❑
❑Y❑N
NOV
New Work
Replace
Maint❑
❑ Y ❑ N
1111 tLJ %,i 1 T
revised Nov. 2012

NC Division of Coastal Mgt. Application Computer Sheet, Page 3 of 4)
Applicant, Carl 8 Diane Overman
Date: 1119115
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found In your Habitat code sheet.
Habitat Name
DISTURB TYPE
Choose One
TOTAL Sq. Ft.
(Applied for.
Disturbance total
includes any
anticipated
restoration or
temp impacts)
FINAL Sq. Ft.
(Anticipated final
disturbance.
Excludes any
restoration
and for temp
impact amoun)
TOTAL Feet
(Applied for.
Disturbance
total includes
any anticipated
restoration or
temp impacts)
FINAL Feet
(Anticipated final
disturbance.
Excludes any
restoration and/or
temp impact
amount
HG
Dredge ❑ Fill ❑ Both ❑ Other ®
5719
5719
DW
Dredge ❑ Fill ❑ Both ❑ Other ®
144
144
SB
Dredge ❑ Fill ® Both ❑ Other ❑
3100
3100
SH
Dredge ❑ Fill ® Bo Br ❑ Other ❑
482
462
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
RECEIVED
NOV 12 2015
DCM- MHD CITY
252.808-2808 :: 1.888-4RCOAST :: viww.neeoastalmananement.net revised: Nov. 2012

I.A
A
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Carl & Diane Overman
2. LOCATION OF PROJECT SITE: 154 Egret Lane (off SR 1106), Harbinger, Currituck
County, adjacent to the Currituck Sound.
Photo Index
2006: 189-7088 (1 9) 2000: 189-2295 (J,K 9) 1995: 189-1983 (1,J 12)
1989: 138-5 (L,M 5) 1984: 127-709 (1,J 6,7) 1978: 137-450 (P,Q 13)
State Plane Coordinates - X: 2944234 Y: 872114
Lat/Long: 36.1044160N,-75.803167°W Quadrangle: Point Harbor, NC (U.R.)
3. INVESTIGATION TYPE: CAMA / Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 8/20/2015; 10/21/2015
Was Applicant Present - Yes; No (Agent yes)
5. PROCESSING PROCEDURE: Application Received Complete - 11/2/2015
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Currituck County
Land Classification from LUP - Limited Service and Conservation
(B) AEC(s) Involved: Public Trust Area (PTA), Estuarine Waters (EW), and
Estuarine Shoreline (ES)
(C) Water Dependent: Yes
(D) Intended Use: Private Residential
(E) Wastewater Treatment: Existing - Septic
Planned - N/A
(F) Type of Structures: Existing - Single-family dwelling, wooden bulkheading,
man-made basin, concrete boat ramp.
Planned - Vinyl bulkheading, basin fill/reduction,+-boatlift,
tie -piles, gravel boat ramp. RCGEIVED
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A NOV 19 2015
7. HABITAT DESCRIPTION: [AREA, square feet (ft2)] DCM.. MND CITY
DREDGED FILLED OTHER
(A) Shallow Bottom PTA, EW AEC's
±3,228 ft2
±144 ft2 shaded
(B) Estuarine Shoreline AEC
±5,719 ft2 disturbed
(D) Total Area Disturbed: ±9,091 ft2 (0.21 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open to Shellfishing: No

Carl & Diane Overman
Field Investigation Report
Page 2
8. PROJECT SUMMARY: The applicant proposes to partially fill in a man-made basin,
install a boat ramp, replace the existing bulkhead, and install a boat lift and tie -piles
along the bulkhead.
Proiect Setting
The site of the proposed development is located at 154 Egret Lane (±0.25 miles north of SR
1106), Harbinger, Currituck County, adjacent to the Currituck Sound.
The subject property is deep and narrow lot (±540'x100') that is ±47,697 ftz in size with an
elevation of ±3' above normal water level (NWL). Man-made features within the highground
area include a single-family dwelling with a gravel driveway. According to the USDA's Natural
Resources Conservation Service's Web Soil Survey, the soil on the property is made up of
Conetoe loamy sand (CnA), Nimmo loamy sand (No) and Currituck mucky peat (Cu) and is
largely vegetated with lawn grass and ornamental shrubbery. No wetlands exist on the
property. Based on available information, there appears to be no archaeological sites on this
property or nearby.
A large obelisk shaped man-made basin that predates 1978 imagery is centrally located on the
eastern side of the property adjacent to the Currituck Sound. The basin extends ±200' into the
highground area, narrowing from ±40' at the mouth to ±29' near the landward end. The
shoreline is ±482' in length and is stabilized by a deteriorating wooden bulkhead. An old
concrete boat ramp is located on the southwest side of the basin.
The waters of the Currituck Sound in this area are approximately 3 miles across, are classified
as SC and are closed to shellfish taking. Existing water depths within the basin range from
±1.75' to 3' below NWL with an average water depth of ±2.3' below NWL. The connective water
depth of the Currituck Sound is ±3' below NWL. The bottom substrate within the project area is
made up of fine sands, silts and detritus. Due to the time of year, rooted Submerged Aquatic
Vegetation (SAV) was not observed growing within the basin; however, a survey found that
rooted SAV was found at the mouth extending into the Sound during the summer months.
Species found included widgeon grass (dominant). with lesser amounts of horned pondweed,
Eurasion milfoil and wild celery.
The adjacent property to the north is developed with a similar bulkheaded basin, single-family
dwelling and driveway. The adjacent property to the south is undeveloped with the exception of
a small shed like structure and a partially rip -rapped shoreline. This property historically had a
similar basin that naturally plugged and was subsequently authorized to be filled through CAMA
Major Permit#7-07.
Development Proposal
The applicant proposes to remove the existing boat ramp, shorten the length of the man-made
basin and construct a new boat ramp. Approximately 105' of the basin will be filled with clean
sand material from an upland source. Of this, ±75' of basin length will,be filled to match the
existing grade of the adjacent highground area and the remaining ±30' of fill material will be for
the boat ramp. The proposed ramp measures 30'x33' and will have a packed gravel surface at
a 1:10 slope. Rooted SAV's were not found within the proposed fill area.

I.r
I , Carl & Diane Overman
Field Investigation Report
Page 3
The existing bulkhead within the fill area will be removed and t308' of new bulkhead will be
driven immediately waterward of the remaining wooden bulkhead averaging 1' waterward with a
maximum of 2'. The proposed bulkhead will be a cantilevered interlocking vinyl sheet piling with
a wood cap of no more than 24" wide and will not require deadmen or tiebacks. In areas where
the existing bulkhead is bowed -out, it will be straightened to the fullest extent possible with a
come -along, but in areas that where the bulkhead cannot be straighten enough, sections may
be cut out prior to new bulkhead construction.
Three formalized boat slips are proposed within the basin along the south side. The slips are
comprised of one 12'x12' boatlift and six tie -piles along the bulkhead for two side -to tie areas.
Anticipated Impacts
• The proposed basin fill and boat ramp will result in the filling of t3,100 ft2 of Estuarine
Waters and Public Trust Area AEC's with a maximum amount of t314 cubic yards of clean
fill below NWL from an upland source.
• The construction of the bulkhead along the proposed alignment will result in the filling of t128 ft2
of Estuarine Waters and Public Trust Area AEC's with t12 cubic yards of clean fill below NWL
from an upland source.
• The proposed development will temporarily increase turbidity.
• The proposed development will result in t5,719 ftz of land disturbance within the Estuarine
Shoreline AEC.
• The proposed boatlift will result in the shading of t144 ft2 of Estuarine Waters and Public
Trust Area AEC's within a water depth 2:2.5' below NWL.
Submitted by: Ron Renaldi
Date: November 9, 2015
RECEOVED
NOV 19 2015
DCM- MHD CITY

Overman Property RECEIVED CAMA Major Permit
154 Egret Lane Project Narrative 10-20-2015
NOV 19 2015
In
The project is located.at 154' Egret Lane, in HarbiPig9f,'CurfRt cG9,1jC. The subject
property (the property) is an approximately 1.2 acre residential property on the Currituck Sound
and the deeded property area includes a man-made canal/ basin that has been used for
recreational water access purposes. For reference, the property is located at 36006'15.7"N and
-75°48'12.8"W, and is located approximately 1.8 miles north of the Wright Memorial Bridge.
Based on historic aerial photograph investigation, the man-made basin was present prior to the
1990's. A similar canal/ basin exists on the neighboring property to the north and two properties
to the south. This property is zone AG (Agricultural) by Currituck County and use by right in the
AG zone is single family residential. There is an existing home on the property, where the
applicants, Carl and Diane Overman, reside.
The existing basin and natural sound front shoreline contains a wooden shoreline protection
bulkhead which is in poor condition. On the property line and on the neighboring properties to
the north and the south is shoreline protection rip rap material which ties into the existing
bulkhead. There is an existing concrete surfaced boat ramp on the south west terminus of the
existing basin as shown on sheets 1 and 2 of the site plan along with other existing and
proposed features. Waters depth soundings collected in September 2015 (relative to NWL) are
plotted on the plan. The bottom type of the basin includes organic dominated material
overlaying a sand substrata. The thicker accumulations of organic dominated material are near
the center of the basin. There was no rooted SAV observed inside the majority of the basin, but
ripped -up mats of SAV were found in the basin and in shoreline wrack accumulations along the
natural shoreline. There was some rooted SAV found near the mouth of the basin and in
shallow waters of the sound (waters less than 3.75 ft deep) in front of the property and along
this entire shoreline. Species abundance and diversity varies from year to year, but in the
summer of 2015, species included widgeon grass (dominant) with lesser amounts of horned
pondweed, Eurasian milfoil, and wild celery.
The proposed work associated with the CAMA Major Permit request is:
Boat Basin Fill. The objective is to fill in the unnecessary portion (the landward half) of
the existing basin. Since new bulkheading is planned and the landward side of the basin
is not needed, the cost effective approach is to fill this area with imported sand material
to match the adjacent ground elevations on both sides. This will involve removal of the
existing ramp as well as the dilapidated wood bulkhead in this area. The area to be filled
is approximately 2,830 sq.ft based on survey dimensions and the maximum dimensions
are 105 ft long and 33 It wide as listed on MP-2. This fill area does not include SAV
beds or wetlands.
New Bulkhead. A new bulkhead is proposed to line the remaining basin and will be
driven in place immediately waterward of the existing dilapidated wood structure. The
plan is to leave this portion of the existing bulkhead in place. In areas where the existing
wood wall is bowed -out, the wood structure will be straightened to the fullest extent
possible using a come along, but in areas where the existing wall cannot be straightened
enough, sections may be cut out prior to new wall installation. The new bulkhead will be
a cantilevered interlocking vinyl sheet piling with a pressure treated wood cap that will no
greater than 24 inches wide. This bulkhead system does not require deadmen and tie
backs. The start and end of the proposed new bulkhead are labeled on the north and
south sides of the basin (sheet 2 of the plan). The total length of new bulkhead is 308 ft
(north side = 163 ft, south side =145 ft).

Overman Property
154 Egret Lane
CAMA Major Permit
Project Narrative 10-20-2015
• New Ramp. A proposed earthen ramp is proposed to be graded across the terminal end
of the proposed basin as shown on the plan. The objective of this to launch and retrieve
power boats on occasion, but will most frequently be used to access the water on foot
and to launch canoes, kayaks and other paddle craft. The ramp will involve compaction
of a graded sand -dominated ramp surface with a packed gravel surface.
Boat Slips. There are three (3) boat slips proposed as shown on the plan. The main slip
will include a boat lift (12 ft x 12 ft). The other two slips will be side -to slips along the
new bulkhead. There will be six mooring pilings immediately adjacent to the bulkhead
for the purpose of tying up and for bumpering from bulkhead hardware.

DCM MP-1
APPLICATION
REAM
Major Develop
�m��t Permit
(last revised 12/27/06) --
DCM MHO( "lina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Applicant 1: First Name
Carl
MI
Last Name
Overman
Applicant 2: First Name
Diane
MI
Last Name
Overman
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
154 Egret Ln.
P252491-
PO Box
city
Harbinger
State
NC
21P
27941
Country
Currituck
6778 ext.
FAX No.
Street Address itf different from above)
City
state
ZI P
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Quible & Associates, P.C.
Agent/ Contractor 1: First Name
MI
Last Name
Brian
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 -261 -3300 ext.
ext.
FAX No.
Contractor #
252 261 1260
Street Address(f different from above)
City
State
ZIP
8466 Caratoke Highway
Powells Point
NC
27966 -
Email
[e-mail]
<Form continues on back>

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. If
Currituck
154 Egret Ln.
Subdivision Name
City
State
Zip
Harbinger
NO
27941 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
252 - 491 -8778 ext.
Pin If 9847-42-1009, 1 1 ,
a. In which NC river basin Is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
man-made basin and Currituck 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
Currituck 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.
Currituck
4,
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
482
54.425 (4}r&qJ rh,r,js
c.
Size of individual lots)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot slzes, please attach additional page with a list)
3 ❑NHW or ®NWL
e.
Vegetation on tract
Mowed grasses, ornamental shrubs
I.
Man-made features and uses now on tract
Single family home and driveway, man-made basin connected to Ctrrtuck Sound, wooden bulkhead, boat ramp
g.
Identify and describe the existing land uses adlacent to the proposed project site.
residential and undeveloped
h.
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
(AG) Agriculture
(Attach zoning compliance cerfificate, if applicable)
®Yes []No ❑NA
1.
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 it involve a []Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
2 P2•S 0 9,2'013 ., 1,83 S.n RC AS .. 'w'.'. 41 cco as t a'. ni a na g emn n2'nst

Form.DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
RECEIVED
m. (1) Are there wetlands on the site? []Yes ®No
(II) Are there coastal wetlands on the site? NOV 19 2015 []Yes; ®No
(III) If yes to either (i) or (11) above, has a delineation beenD�J' W M H D CITY []Yes ONO
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Existing on -site septic system for the existing home
o. Describe existing drinking water supply source.
private well
p. Describe existing storm water management or treatment systems.
none
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use?
❑Commercial ❑PubliGGovemment
®Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
Water Access and boat mooring within existing man-made basin
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.
vibratory hammer, dump trucks and excavator (stored on -site)
d.
List all development activities you propose.
Filling of a portion of the basin, new bulkhead, gravel boat ramp at head of basin, one boat lift, two side -to slips
e.
Are the proposed activities maintenance of an existing project, new work, or both?
both
I.
What is the approximate total disturbed land area resulting from the proposed project?
5,791 sq.ft.
See Land Distrurbance (LD) Limits on
Plan ®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
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.
' �. S "., _. 1 '3 ,1",,'.' „ I 1 .ai.1 1 _, t , t . _.

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
<Form continues on back>
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order forthe application
package to be complete. Items (a) — (f) are always applicable io 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 Michael - Phone No.
Address P.O. Box 54, Point Harbor, NC 27964 -
Name Lois Hils Phone No.
Address P.O. Box 25, Harbinger, NC 27941
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.
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 j(�j�i� zO(i Print Name >Ngn 9tt&6,—%8 f �'�.nt �n�G2
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts "I
❑DCM MP-3 Upland Development
®DCM MP-4 Structures Information
232-Ed3-234B I 633-:1RCQA3T .. wwvt, rncc oas t�. I ntar�i gem. n'.r....

Form DCM MP-2
EXCAVATION and FILL
i
RECEIVED
NOV 19 2015
(Except for bridges and culverts) RR/(��� {..�j�(,
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sM�tb'86m IOg iRthSrlTYns 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
Breakwater
(excluding
shoreline
(NLW or
NWL)
stabilization
Length
105' fill
30'
Width
33' fill
33'
Avg. Existing
-2,5'
-3.0'
NA
NA
Depth
Final Project
+3'
-3.0'
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.
c. (i) Does the area to be excavated include coastal wetlandatmarsh
(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. (1) Do you claim 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 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 disposal in these areas:
d. High -ground excavation in cubic yards.
®This section not
area.
d. (1) Will a disposal area be available for future maintenance?
[]Yes []No ❑NA
(il) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(li) If yes, how much water area is affected?
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Parrs 0CM' MP-2 (Ettcavatir n and Fill, Page 2 0s" 3)
d
3. SHORELINE STABILIZATION ❑This section not applicable
(if development is a wood groin, use MP-4 — Structures)
a. Tvoe of shoreline stabilization: b. Length: 308'
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: _ Width: V
c. Average distance waterward of NHW or NWL: 1' d. Maximum distance waterward of NHW or NWL: 2'
e. Type of stabilization material:
vinyl sheeling
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 128 soft. Riprap
Breakwater/Sill _ Other
1. Source of fill material.
off -site approved Currituck County borrow pit; The new bulkhead
sheeting will be driven immediately on the waterward side of the
existing old wood bulkhead, but some minor fill will be required
below water level.
I. (i) Has there been shoreline erosion during preceding 12
months?
1--]Yes ®No ❑NA
(t) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
sand
4. OTHER FILL ACTIVITIES El 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 314 cu vds
(ill) Dimensions of fill area 2,830 so ft calculated area, max
dimensions 105' x 33' (3 _y0j .W)
(iv) Purpose of fill
Un-used basin area fill. This will reduce new bulkheading.
5. GENERAL
a. How will excavated or till material be kept on site and erosion
controlled?
turbidity curtain, seeding
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.
nuunieryeo nquuuc veynrauUu tor,v/, a,mu VVRViu kw), J
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:
What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
backhoe/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.
Dat6 _ - Cal -I OV rr ylrjo CTAI 'f2", �NAf.ryh1""4`
Applicant Name
Project Name ill �✓�/�ge�}I �1e. BASSoc y� C .
262-808-2808 :: 1.888.413COASS :: "4w.nccoastatmana-rement.net revised: 12/26/06

Form DCM MP-4
STRUCTURES
RECEIVED
NOV 19 2015
(Construction within Public Trust Areas) DCM-
MHD CITY "
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections -of ifie Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/madna: -
❑Commercial ❑Publlo/Government ®Private/Community
❑This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ONO
c. (1) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? ❑Yes ONO
(ii) Number 0
If yes:
(III) Length
(ii) Number _
(iv) Width
(III) Length
(v) Floating ❑Yes ❑No
(iv) Width _
(v) Floating ❑Yes ❑No
e. (1) Are Platforms included? ❑Yes ONO
I. (i) Are Boatlifts included? ®Yes ONO
It yes:
If yes:
(ii) Number
(ii) Number 1
(iii) Length
(iii) Length 12'
(iv) Width
(iv) Width 12'
(v) Floating ❑Yes ONO
Note: Roofed areas are calculated from ddpfine dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
3
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
❑ Dockage, fuel, and marine supplies
2 (to be replaced by the 3 proposed)
® Dockage ("wet slips") only, number of slips: 2
❑ Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1
❑ 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:
Existino basin (not a new land cut)
k. Typical boat length: 20'
m. (1) Will the facility have tie pilings?
%Yes _ No
(if) If yes number of tie pilings?
-, -wn P'JN0)4AA
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
mixed -use
I. (1) Will the facilityty be open to the general public?
❑Yes ®No
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Z DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number. _; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(it) 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. Give the number of channel markers and "No Wake" signs proposed. _
I. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
M. Is the marinaldocking facility proposed within a primary or secondary nursery area?
❑Yes []No
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n. Is the madna/docking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes []No
o. Is the madna/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aqu I bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
[JCW _ ❑SAV _ ❑SB _ NOV 19 2015
❑WL ❑None ('�/'+1tq tn�,A�
p. Is the proposed madna/docking facility located within or within close proximity to any shellfish leases? Rfes'V C]M H D CITY
If yes, give the name and address of the Ieaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (1) Is the boathouse structures):
❑Commercial ❑Public/Govemment ❑Private/Community
(if) Number
(ill) 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
(if) Length _
(ill) Width
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 ❑Pdvate/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.)

;�`;,)nn �17,314
a. Proximity of structure(s) to adjacent riparian property lines
Approximately 30'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
useable basin (after fill) = 32'to 40'
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No [--]NA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities. lr
85' (basin to the north)
d. Water depth at waterward end of structure at NLW or NWL
2.5'
18. OTHER ®This section not applicable
a. Give complete description:
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NOTE: THIS DOCUMENT IS PRELIMINARY — NOT FOR CONSTRUCTION,
RECORDATION, SALES OR CONVEYANCES — THIS DOCUMENT IS FOR
DISCUSSION PURPOSES ONLY! 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.
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PID: 0
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PIN: 9847-12-I/40
N &4° 46'50'E —
4F
DIANE OVER/NW
54 EGRET LADE
PID: 0/31000cvG_500
PIN: 9847-42-I004
lIO 97'
564.18' — 5 17
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P/D: OI3ICD�NG66C i6CLl70
PIN: 4647-4t-~
NOTES:
1. OWNER: CARL AND DIANE OVERMAN
154 EGRET LANE
HARBINGER, NC 27941
2. PIN: 9847-42-1009
3. PARCEL AREA TOTAL: 54,425 SQ.FT. (1.249 ACRES)
PARCEL AREA (BASIN REMOVED): 47,697 SQ.FT. (1.09 ACRES) - AS DIGITIZED
4. EXISTING BOUNDARY INFORMATION TAKEN FROM SURVEY BY W.M. MEEKINS, L-1485 AND
OVERLAID ONTO 2012 AERIAL PHOTOGRAPHY UTILIZING BEST AVAILABLE DATA. LOCATION IS
APPROXIMATE.
5. WATER DEPTHS SHOWN ARE APPROXIMATE AND REFERENCE NORMAL WATER LEVEL (NWL). -
AS OBSERVED 9-29-2015.
6. THIS DOCUMENT IS NOT A SURVEY AND SHALL NOT BE USED FOR SALES, RECORDATION OR
CONVEYANCES OF PROPERTY. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO
PROTECT ADJACENT PROPERTIES AND PROPERTY MONUMENTS. CONTRACTOR SHALL
COORDINATE WITH A LICENSED PROFESSIONAL SURVEYOR TO MARK AND DETERMINE EXTENTS
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7. TOTAL LAND DISTURBANCE = 5,791 SQ.FT. (0.113 ACRES)
S. TOTAL LINEAR FEET OF SHORELINE = 3482 LN.FT.PLAT-NOT
FOR
9. PROPOSED WORK REQUIRING A CAMA PERMIT:
IZECORDATION
A. DEMOLITION OF EXISTING RAMP
B.FILL O,830 SQ.FT. OF EXISTING BASIN; ELEVATIONS TO MATCH EXISTING GROUND
ONVEOYANCE
ELEVATIONS.
C. NEW BULKHEAD = 308 LN.FT
S
OR ALES
1) NORTH SIDE = 163 LN.FT.
2) SOUTH SIDE = 145 LN.FT.
D. (6) MOORING PILES
E. BOAT SLIPS = 3 NEW
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N.T.S.
'STRUCTURAL DESIGN BY OTHERS
N 64' 46' 501 E — 534.3I'
,VI
DIAAF OVERMAN
154 EGRET LAM
PID: 0I3000"5019W
PIN: 9847-42-1004
554.16' 5 64° 46' 50"
Know what's below.
Call before you dig.
COMPACTED
SAND
BACKFlLL
DESIGNED BY GTHERS
HORIZONTAL SCALE, 1'=10'
VERTICAL SCALE: 1'=5' (2Xi EXAGGERATION)
OF
LOIS M. I&S
PID: 013100000640000
PIN: 9B47-42-I146
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\ PIN: 9847-41-04B8
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NOTE: THIS DOCUMENT IS PRELIMINARY — NOT FOR CONSTRUCTION,
RECORDATION, SALES OR CONVEYANCES — THIS DOCUMENT IS FOR
DISCUSSION PURPOSES ONLY! 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.
2777
41
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Call before you dig.
NOV 2- 2015 1
LC R '_ f
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NOTES
1. OWNER: CARL AND DIANE OVERMAN
154 EGRET LANE
HARBINGER, NC 27941
2. PIN: 9847-42-1009
3. PARCEL AREA TOTAL: 54,425 SQ.FT. (1.249 ACRES)
PARCEL AREA (BASIN REMOVED): 47,697 SO.FT. (1.09 ACRES) — AS DIGITIZED
4. EXISTING BOUNDARY INFORMATION TAKEN FROM SURVEY BY W.M. MEEKINS, L-1485 AND
OVERLAID ONTO 2012 AERIAL PHOTOGRAPHY UTILIZING BEST AVAILABLE DATA. LOCATION IS
APPROXIMATE.
5. WATER DEPTHS SHOWN ARE APPROXIMATE AND REFERENCE NORMAL WATER LEVEL (NWL). —
AS OBSERVED 9-29-2015.
6. THIS DOCUMENT IS NOT A SURVEY AND SHALL NOT BE USED FOR SALES, RECORDATION OR
CONVEYANCES OF PROPERTY. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO
PROTECT ADJACENT PROPERTIES AND PROPERTY MONUMENTS. CONTRACTOR SHALL
COORDINATE MATH A LICENSED PROFESSIONAL SURVEYOR TO MARK AND DETERMINE EXTENTS
OF THE PROPERTY.
7. TOTAL LAND DISTURBANCE = 5,791 SQ.FT. (0.113 ACRES)
8. TOTAL LINEAR FEET OF SHORELINE = ±482 LN.FT.
9. PROPOSED WORK REQUIRING A CAMA PERMIT:
A. DEMOLITION OF EXISTING RAMP
B. FILL OF 2,830 SQ.FT. OF EXISTING BASIN; ELEVATIONS TO MATCH EXISTING GROUND
ELEVATIONS.
C. NEW BULKHEAD = 308 LN.FT
1) NORTH SIDE = 163 LN.FT.
2) SOUTH SIDE = 145 LN.FT.
D. (6) MOORING PILES
E. BOAT SUPS = 3 NEW
1) 1 UFT (SLIP 1)
2) 2 DESIGNATED SIDE —TO TIE UPS (SUPS 2 & 3)
F. EARTHEN/GRAVEL SURFACED BOAT RAMP (30'X33')
L015 N. N15
PID: Ol3/"W6 7
PIN: 9847�1-114-II4B
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154 EGRET LAAE
PID: 0l3/000"55L1'YIO. - x .ca• x-3cb' x-2n' +' x-scn' x-3cb'
PIN: 4847-42-IG174 1
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5 070 53' 24' N
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PID: 0/3I�i60000 \ _ RECEIVED
PIN: 9847-41-04M -
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NOTE: THIS DOCUMENT IS PRELIMINARY — NOT FOR CONSTRUCTION,
RECORDATION, SALES OR CONVEYANCES — THIS DOCUMENT IS FOR
DISCUSSION PURPOSES ONLY! 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.
\� 29000'
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h('p EX/577N5 DPO_06 I I _J J
L—s—
198.7E 12,54' _
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Call before you dig.
i
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NOV I— 2015
i
[.-('�. 1.4
NIP
L015 M. N/L5
PID: PIN
N: 4847-42-1140-1148
N &4° 46' 50' E —
i/
75' A.EG.
WF i
D/ANE OVERMAN i
154 EGRET LANE
PID: 0I3I00000650>a0 .
PIN 4,947-42-1004 I�
1
110.9T
564.18' $ 84$ 46�' W
VF
HICNAR 013100 00660 \
PID: 3l
PIN: 4647-41-04M
NOTES:
1. OWNER: CARL AND DIANE OVERMAN
154 EGRET LANE
HARBINGER, NC 27941
2. PIN: 9847-42-1009
3. PARCEL AREA TOTAL: 54,425 SQ.FT. (1.249 ACRES)
PARCEL AREA (BASIN REMOVED): 47.697 SQ.FT. (1.09 ACRES) - AS DIGITIZED
4. EXISTING BOUNDARY INFORMATION TAKEN FROM SURVEY BY W.M. MEEKINS, L-1485 AND
OVERLAID ONTO 2012 AERIAL PHOTOGRAPHY UTILIZING BEST AVAILABLE DATA. LOCATION IS
APPROXIMATE.
5. WATER DEPTHS SHOWN ARE APPROXIMATE AND REFERENCE NORMAL WATER LEVEL (NWL). -
AS OBSERVED 9-29-2015.
6. THIS DOCUMENT IS NOT A SURVEY AND SHALL NOT BE USED FOR SALES, RECORDATION OR
CONVEYANCES OF PROPERTY. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO
PROTECT ADJACENT PROPERTIES AND PROPERTY MONUMENTS. CONTRACTOR SHALL
COORDINATE WITH A LICENSED PROFESSIONAL SURVEYOR TO MARK AND DETERMINE EXTENTS
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FOR
9. PROPOSED WORK REQUIRING A CAMA PERMIT:
A. DEMOLITION OF EXISTING RAMP
RECORDATION
B. FILL O ,830 SQ.FT. OF EXISTING BASIN; ELEVATIONS TO MATCH EXISTING GROUND
ONVEYANCE
ELEVATIONS.
C. NEW BULKHEAD = 308 LN.FT
OR SALES
1) NORTH SIDE = 163 LN.FT.
2) SOUTH SIDE = 145 LN.FT.
D. (6) MOORING PILES
E. BOAT SLIPS = 3 NEW
1) 1 LIFT (SLIP 1)
0
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-- .5 04' 46' 50'
Know what's below.
Call before you dig.
A.E.G.
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