20161004 Ver 1_CAMA Application_20161020

PAT MCCRORY
Govemor
DONALD R. VAN DER VAART
— \ Secretary
BRAXTON DAVIS
Coastal Management
Director
ENVIRONMENTAL QUALITY
October 13, 2016
MEMORANDUM
TO: Karen Higgins, Compliance and Permitting Unit Supervisor
DWR- Water Quality Program _
oC� C�CObC�
FROM: Doug Huggett, Major Permits Coordinator D
Division of Coastal Management 0 C T 2 U 2016
SUBJECT: CAMA/DREDGE& FILL Permit Application Review 40E&BTER UFFE PERMITTING
Applicant: Charles & Carol Holden
Project Location: 141 Foxx Lane (off of SR#1370) in Knotts Island, Currituck County
Proposed Project: Bulkhead, riprap, retaining wall, docking facility
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 11/03/16 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]. 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
'Nothing Compares -
State of North Carolina I Environmental Quality I Coastal Management
1367 US Hwy 17 South I Elizabeth City,NC 27909
252-264-39011252-264-3723[fax]

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Charles & Carol Holden
2. - LOCATION OF PROJECT SITE:-141 Foxx Lane (off of-SR# 1370), Knotts-Island,
Currituck County, adjacent to Knotts Island Bay.
Photo Index— 2006: 199-7015 (O,P 12-14)
Lat/Long: 36.4970130 N, -75.9117960 W
3. INVESTIGATION TYPE: CAMA/ Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit—6/16/16; 7/28/16; 10/6/2016
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received Complete — 10/7/16
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, storage sheds,
concrete block bulkhead
Planned - Bulkhead, docking facility, retaining wall
(G) Estimated Annual Rate of Erosion: 1 ft./yr.
Source —Aerial photography
7. HABITAT DESCRIPTION: [AREA, square feet (ft2)]
FILLED OTHER
(A) Shallow Bottom PTA, EW AEC's ±4,098 ft2 ±1,568 ft2 Shaded
(B) Estuarine Shoreline AEC ±2,506 ft2 ±12,346 ft2 Disturbed
(C) USACE 404-Wetlands 2,160 ft2 Disturbed
(D) Total Area Disturbed: ±22,678 ft2 (0.52 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open to Shellfishing: No

Charles&Carol Holden
Field Investigation Report r
Page 2
8. PROJECT SUMMARY: The applicant proposes to construct a bulkhead waterward of
existing concrete block bulkhead sections and unhardened shoreline areas, place
riprap along a 404-wetland shoreline, construct a retaining wall within a 404-wetland
area and construct a four-slip docking facility.
Project Setting
The site of the proposed development is located at 141 Foxx Lane (off of SR# 1370), Knotts
Island, Currituck County, and is adjacent to Knotts Island Bay.
The property is made up of two adjacent Lots that total ±431,182 ft2 (±9.9 acres) in area. The
majority of the sites elevation is<_1.5' above Normal Water Level (NWL) but it does have areas
of ±24 above NWL located within the northwest area of the property. Man-made features
include a single-family dwelling and multiple storage sheds of varying sizes. The upland area is
vegetated with yard grasses,various upland trees and shrubs.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) and Nimmo loamy sand(No). USACE 404-wetlands exist within the
southern portion of the property. There is a distinct tree/brush line that separates wooded
wetlands from a mowed±30'wide wetland area. Based on available information, there appears
to be no archaeological sites on this property or nearby
The site has±746.5' of shoreline adjacent to Knotts Island Bay and±543.5' within a canal for a
total shoreline length of ±1,290'. An overgrown, shallow ditch/canal runs along the northern
property line. A concrete block bulkhead that was backfilled with gravel begins at the mouth of
this ditch and follows the shoreline contour southward for±446.5'where it ends at the mouth of
the canal. The canal extends in a westward direction and is ±270' long x 45' wide with an
unhardened shoreline. A culvert exits at the end of the canal that provides water transfer to
404-wetlands. The concrete block bulkhead begins again on the south side of the canal mouth
and continues an additional ±180'. The remaining ±120' of shoreline is unhardened and
adjacent to both a non-wetland area and a 404-wetland area. A±90'diameter man-made pond
is located±100' north of the canal mouth adjacent to the shoreline. This pond is not connected
to Knotts Island Bay, but does have wetland plants such as cattails and arrowhead growing
within it.
The concrete blocks have sunk into the substrate since installation (indicated as 1994) ±16"
below the adjacent ground elevation and NWL is now an average of 4' landward of the blocks.
An erosion escarpment that ranges from ±0.5' to Vis located an average of 8' landward of the
blocks. A±6'wide area of gravel is located on the waterward side of the concrete blocks due to
being displaced through wave action. The shoreline of the canal and the remaining shoreline
south of the concrete block bulkhead has an erosion escarpment that is ±1 to 2' in height and
NWL is located at the escarpment.
The adjacent property to the north is a large tract that has a single-family dwelling, storage
sheds, a bulkheaded shoreline and a 200' pier with several slips. The adjacent property to the
south is undeveloped USACE 404-wetlands.

Charles&Carol Holden
Field Investigation Report
Page 3
The waters of the Knotts Island Bay are classified as SC by the Environmental Management
Commission and are not open to shellfish taking. Water depths within project area range from
±1' to 1.5' below NWL adjacent to the concrete block bulkhead and ±1.5 to 2.5' below NWL in
the open waters. The bottom substrate within the project area is made up of fine sands.
Submerged Aquatic Vegetation (SAV) was observed growing within the project area and
include, but are not limited to, wild celery (Vallisneria Americana) and widgeon grass (Ruppia
maritime). SAV coverage is estimated to be moderate up to ±125' waterward of the concrete
block bulkhead at which point it became sparse. Water-milfoil (Myriophyllum spicatum)was
observed growing in dense patches within the moderate area of SAV's. It should be noted that
SAV's were not observed adjacent to the concrete block bulkhead due to the washed out
gravel.
Development Proposal
The applicant proposes to stabilize the shoreline by constructing ±1,230' of wooden
bulkheading. Along the shoreline where the concrete block bulkhead is present (±626.5'), the
proposed bulkhead will be constructed on the immediate waterward side of the blocks. Along
the unhardened canal shoreline (±543.5') and unhardened shoreline adjacent to Knotts Island
Bay (±60'), the bulkhead will be installed s2' waterward of NWL.
The proposed bulkhead along Knotts Island Bay will transition to a retaining wall for±30'along
a USACE 404-wetlands shoreline and then extend landward through the wetlands for 240'
staying 2' off of the tree/brush line. The portion of retaining wall landward of NWL will be
constructed with aluminum flashing and will have a height of 12"above the substrate. No fill will
be associated with the retaining wall.
The applicant has indicated that disturbance limits will extend no more than 8' landward of the
erosion escarpment (with the exception of the pond area where it will be less) and an 8' wide
swath along the area of the proposed retaining wall.
To add strength to the retaining wall along the shoreline and protect the remaining ±30 of
wetland shoreline, the applicant proposes to install ±60' of riprap with a waterward toe
extending 6' beyond NWL.
To provide water access and docking, the applicant proposes to construct a 180'x6' pier with a
20'x20' platform ±125' south of the northern property line. Two 17'x1'finger piers and a 10'x1'
finger pier will be installed on each side of the pier and platform to create four formalized slips.
The proposed docking facility will not encroach within the 15' setback and meets the 1/a width
rule. Water depths within the proposed slips are >_2' below NWL.
Anticipated Impacts
• The construction of the bulkhead and riprap along the proposed alignments will result in the
filling of ±4,098 ft2 of Estuarine Waters and Public Trust Area AEC's with clean fill from an
upland source.
• The construction of the bulkhead along the proposed alignment will result in the filling of
2,506 ft2 of Estuarine Shoreline AEC.

Charles&Carol Holden
Field Investigation Report
Page 4
• The construction of the bulkhead along the proposed alignment will result in the placement
of ±341 cubic yards of fill material below NWL.
• The construction of the retaining wall along the proposed alignment will result in the
disturbance of 2,160 ft2 of USACE 404-wetlands.
• The proposed docking facility will result in the shading of approximately ±1,568 ft2 of
Estuarine Waters and Public Trust Area AEC's
• The proposed docking facility create 4 formalized slips in water depths that are 22' below
NWL.
• It is not anticipated that the proposed docking facility will have any negative impacts to
navigation.
Submitted by: Ron Renaldi
Date: October 11, 2016

Received
OCT 7 - 2016
A Project Narrative—Charles Holden Major Permit application DCM-EC
The primary purpose of this project is to stop the erosion from wind driven, northeastern, and from due
east that wash water against the bank. From the time this property was subdivided around 1975 to the
present time,erosion has taken away from 60'on the north end of the property line to approximately
90' on the south end with lesser amounts in the middle.This land is lost forever and now the bay is
rising up and the wind force which blows from the south and builds up the water level then from the
north to move it back into the Currituck Sound has increased causing faster erosion.The concrete blocks
which were placed along the water line facing Knotts Island Bay cannot slow or stop the erosion and
flooding that is taking place when the blocks were laid down in 1994 to now.The bay low water mark is
approximately one foot higher now.That leaves an average of 16"from the top of the block to the land
level.This new bulkhead will extend the new height 8" (above grade)which matches the existing
bulkhead on the property next to us on the north end.
The bulkhead would extend from the property line on the north towards the property line to the south,
facing Knotts Island Bay.Starting on the north end,concrete blocks were placed against the erosion
escarpment at that time in 1994.Two separate sections with a total of 155 blocks 15%2" high x 27"wide
by 48" long,were placed.Over the years,strong winds have washed over the blocks causing erosion.
Details of this are included on the drawings.The total length where blocks occur is 626'6".Total fill
material from the proposed bulkhead to the existing erosion escarpment located on the landward side
of the gravel behind the bulkhead is"226.8 cubic yards.The total area is—4,943 square feet.
The bulkhead would be placed tight against the cement blocks which would add support.
A—260' long canal extends from Knotts Island Bay westward into the property that has an unhardened
shoreline. Along this shoreline,the bulkhead would be placed 12"to 24"from the erosion escarpment
for a total of^'556'.Also,a 60'section of unhardened shoreline along Knotts Island Bay south of the
concrete blocks will be bulkheaded.The total length of these sections are—616'.Total fill material
between the bulkhead and erosion escarpment is—114 cubic yards.The total surface area is—1,232
square feet.
In addition to the bulkhead we propose to build a retaining wall along the tree/brush line of the marsh
land on the south end of the property.Water builds up in the marsh and flows out onto our grass land.
In order to stop this,the retaining wall would be 12" above ground level.This area of land has been
determined by the USACE visit on 7/28/2016 to be a USACE 404-wetland area that extends 30' landward
of the tree/brush line where the retaining wall is proposed.The wall will be constructed 24"from the
vegetation line and would be a total of—270' including a 30'section along the shoreline. No fill material
will be placed in conjunction with the retaining wall.Additionally,a—60'x 6'section of riprap will be
placed along both the retaining wall section and the remaining unprotected shoreline at the south
property line to protect that area.
Along with this project, a 180' long x 6'wide pier with a 20'x 20' platform at the end with four boat dock
tie-ups is proposed.The pier will start at the new bulkhead, 125'from the north end property line into
Knotts Island Bay.
All salt treated wood-2.5 CCA
All bolts, nuts,washers,tie rod's—Hot dip galvanized
All nails—16 D galvanized
Note: Narrative revised by staff to reflect corrected calculations and project changes as approved by
Charles Holden on 10/6/2016

Bowl
APPLICATION for Received
D � ���
Major Permit
(last revised 12/27/08) D C M'E C
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/Landowner Information
Business Name Project Name(if applicable)
Applicant1: First Name MI Last Name
Applicant 2: First Name Ml Last Name
If additional applicants,please attach an additional page(s)with names listed.
Mailing Address PO Boxes dirty State
ZIP Country Phone No. FAX No.
U - ext.
Street Address ff different from above) City State ZIP
Email
2. AgenWontractor Information
Business Name
Agent/Ccfntractor 1: First Name MI last Name
Agent/Contractor 2: First Name MI Last Name
'1
Mailing Address PO Box City State
ZIP Phone No.1 Phone No. 2
ext. j '-'' - ext.
FAX No. Contract:4#
. E
Street Address(if different from above) City State ZIP
v•, d r'
Email
<Form continues on bacic>

Form DCM MP-1 (Page 2 of 4) Received APPLICATION for
Major Development Permit
SEP 2 0 201,i
3. Project Location DO-EC
County(can be multiple) Street Address State Rd.# R+
4
Z
Subdivision Name ;3Y)TL�4
city State ip
Phone No. i- Lot No.(s) (if many,attach additional page with list)
X:
ext.'
15 S'
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Fp� �f
c. Is the water body identified in(b)above,natural or manmade? d. Name the closest major water body to the proposed project site.
GWratural E]Manmade []Unknown
e. Is pr sed work within city limits or planning jurisdiction? i. If applicable,list the planning jurisdiction or city limit the proposed
Wes []No work falls within.
Y
4. Site Description
a. Total length of shoreline on the tract(ft.) b. Size of entire tract(sq.ft.)
49 -
+ I a q0' 3
7 A A
c. Size of individual lot(s) d. Approximate elevation of tract above NHW(normal high water)or
135
I y.)r- NWL(normal water level)
(if man;lot sizes,please'attach additional page with a list) ONHW or WL
e. Vegetation on tract
$1 1A
C E
f. Man-made features and uses now on tract
44D t4 sia i
g. Identify and describe the existing land uses adlacent to the proposed project site.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
(Attachi compliance certificate,if applicable)
,Xoning
t"t
a es E]No ONA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? 0Yes ON6­
k. Has a professional archaeological assessment been done for the tract? If yes,attach a copy. [JYes PWS []NA
If yes,by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a [3Yes 'Zo [3NA
National Register listed or eligible property?.
<Form continues on next page>

corm DCM MP-1 (Page 3 of 4) Received APPLICATION for
Major Development Permit
2r'`;J
m. (i) Are there wetlands on the site? (Iles ❑No
�c�-Ec
(ii)Are there coastal wetlands on the site? ❑Yes 0-No
(iii)If yes to either(i)or(ii)above,has a delineation been conducted? P�es []No
(Attach documentation,if available) �M
1-
n. Describe existing wastewater treatment facilities.
o. Describe existing drinking water supply source.
p. Describe existing storm water management or treatment systems.
5. Activities and Impacts
a. Will the project be for commercial,public,or private use? ❑Commercial ❑Public/Govemment
nvate/Community
b. Give a brief description of purpose,use,and daily operations of the project when complete.
n
�-}v�'tv'"rS-. � .l y :.'u'.a;s„:E} wi Jr C:..2. P Q 0 t}°`1 V/4tp'Q tj E ft) ,i h..7�. ,r y.t,f,..
i...Js'7Tj a .. F.4 r'.', --r?p 1�'� -1;i/r „",'l.-✓.q; s) /.. .. .riY/•/,'.1�'- A-
c.
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
> r' I�T
d. List all development activities you propose
s
o • e r+
3 4FG EL' G �ff/1 r gLar
L� :V P [Y �s1 a. r[ �r� �C 27� t b" • �,B + �0t 41N Sof
' (Mp f
ham. ) -.., 1♦ 1'
10,
e. Are the proposed activities maintenance of an existing project,new work,or both?S. K 1. IZ t'p zc.c
Pv v l'L, ue-4,?y p r
f. What is the approximate total disturbed land area resulting from the proposed project?+1-4)TNO Ft or[]Acres
g. Will the proposed project encroach on any public easement,public accessway or other area ❑Yes 5aW[INA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.,
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes [ I o [INA
If yes,will this discharged water be of the same salinity as the receiving water? []Yes []No yE]NA
j. Is there any mitigation proposed? ❑Yes �Ko [INA
If yes,attach a mitigation proposal.
<Form continues on back>
:� ,, : T t

Form DCM MP-1 (Page 4 of 4) APPLICATION for
Major Development Permit
J
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 io be complete. Items(a)-(f)are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative. ?
b. An accurate,dated work plat(including plan view and cross-sectional drawings)drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work,clearly indicate on maps,plats,drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed(with state application only)or other instrument under which the applicant claims title to the a ected properties.
-Id f '
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront(riparian)landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name4-ZS WV -5(W,(-Wf VAIKW Phone No. 2.5'2.
Address t1.° A ° :.; df a . P;l t>lt��f '.t* � 1, ) �. 2-- L¢Z
Name Phone No.
Address
Name w 11 w Arg 14 i6l j A S Phone No.
Addressj�?P a'� 7S7
)\/DR PL -!"i via ,
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.
USArF
j. A signed AEC hazard notice for projects in oceanfront and inlet ar as. (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 proj6d involves expenditure
of public funds oruse of public lands,attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Cartification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant,and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date `a'i�Y+� S zo L Print Name
i Received
Signature
JCP 2 0 tO J
PleaspKdIcate application attachments pertaining to your proposed project.
VIIC' M MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts ('M-EC
pDC MP-3 Upland Development DMEC
G
CM MP-4 Structures Information

Received
Form DCM MP-2 SE? 2 0 2916
EXCAVATION and FILL DMEC
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit,Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please'include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL) stabilization
Length 1/ 4 30
Width
clF--ry
Avg.Existing
Depth NA
Final Project
Depth 16t NA
F,hts set�n riot ap�lrcable
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 wetlands/marsh d. High-ground excavation in cubic yards.
(CW),submerged aquatic vegetation(SAV),shell bottom(SB),
or other wetlands(WL)? if any boxes are checked,provide the
number of square feet affected.
OCW OSAV OSB
OWL ONone
(ii)Describe the purpose of the excavation in these areas:
c o I�c
2cAfi a not agpiica4/e
Dl. Pigr
s.. :, . A
_
T#►ts secfrory
a. Location of disposal area. b. Dimensions of disposal area.
c. (i)Do you claim title to disposal area? d. () Will a disposal area be available for future maintenance?
OYes ONo []NA Oyes ONo ONA
(ii)If no,attach a letter granting permission from the owner. (ii)If yes,where?
e. (i)Does the disposal area include any coastal wedands/marsh f. (i)Does the disposal include any area in the water?
(CW),submerged aquatic vegetation(SAV),shell bottom(SB), OYes ONo ONA
or other wetlands(WL)? If any boxes are checked,provide the
number of square feet affected. (ii)If yes,how much water area is affected?
OCW OSAV OSB
OWL ONone
(ii)Describe the purpose of disposal in these areas:
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised:112/26106

Form DCM MP-2 (Excavation and Fill, Page 2 of 2)
J
SHOi4t►Nt4B/L12AF111P Ornbs`se�Nor,notappPrcable '.
(lftlQve►Qprrr ntwoocl'gr�rn,use M 4'7Sfrtrctures�
a. Type oreline sytabilization: b. Length: _ 1,aS�
lkhead Riprap ❑Breakwater/Sill OOther. Width: �N (t,Oro p - b O
c. Average distance waterward of NHW or NWL: d. Maxi/m�um distance watetward of NHW or NWL:
e. Type of stabilization material: Q f a f. (I) Has there been shoreline erosion during preceding 12
%0�,V1Vy �t Lt. ;t � Vd�b '�({aft j `sd mon
Coles []No (INA
�T 1 >�y`? { "' " (ii)if yes,state amount of erosion and source of erosion amount
3 information. -o
g. Number of square feet of fill to be places below water level. h. Type of fill material.
Bulkhead backfiliiIf\ Riprap iy�0
Breakwater/SillgG�-o ) Other
1. Source of fill material_
Co
4 11� W�R F��[��i�� _ x z � =� rnrs secxiar.rfotgpplkab/e�.
(Eicdudf�Shor�lrihe Sfab(�hort)•: w _ '� _
a. (i) Will fill material be brought to the site? es ONo [INA b. (1)Wrtl fill material be placed in coastal wetiands/marsh(CW),
If yes submerged aquatic vegetation(SAV),shell bottom(SB),or
u Amount of material to be placed in the water Q other wetlands(WL)? If any boxes are checked,provide the
(!I) number of square feet affected.
(iii)Dimensions of fill area -i -' OCW OSAV OSB
(iv)Purpose of fill OWL ONone
yy� i ireV (ii)Describe the purpose of the fill in these areas:
`5 GE�IfElti4L. . - -
a. How will excavated or 21 material be kept on site and erosion b. What type of construction equipment will be used(e.g.,dragline,
controlled? backhoe,or hydraulic dredge)?
c. (i) Will navillefional aids be required as a result of the project? d. (i) Will wetlands in transporting equipment to project
OYes No ONA site? Dyes 1N
(ii)If yes,Aplain what type and how they will be implemented. (ii)If yes,explain steps that will be taken to ava��[[��,MftlVe d
environmental impacts. N
SEP 2
77
-.. .l.
Date _ APPace
nt Name
f(r* 3 4 t c
— '4
f'rojec>.Name C.t}Rc� nr� II ppt rjrnaiure
252r8093-2808::1-888.4RCOAST::wwWamcoastalmamWOnm"t net revised:12126106

Form DCM MP-4 Received
STRUCTURES S"P 7 ''
(Construction within Public Trust Areas) DMEC
C
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.
OTi►issectfon nofapplrcab/e
a. (i) Is the docking facility/marina: b. (i)Will the facility be open to the general public?
QCommercial QPublic/Govemment rivate/Community ❑Yes r: No
Q
c. (i)Dock(s)and/or pier(s) d. (i)Are Finger Piers included? [--]No
(ii)Number If yes:
(iii)Length I s (ii)Number _ L4
(iv)Width l (iii)Length t-' { _
(v)Floating QYes Vho (iv)Width
(v)Floating ❑Yes eNo
e. (i) Are Platforms included? ❑No f. (i) Are Boatlifts included? QYes `
o
If yes: If yes:
(ii)Number (ii)Number
(iii)Length 1-C _ (iii)Length
(iv)Width (iv)Width
(v)Floating QYes QN8'.
Note: Roofed areas are calculated from dripline dimensions.
g. (I)Number of slips proposed h. Check all the types of services to be provided.
`- ❑Full service,including travel lift andlor rail,repair or
(ii)Number of slips existing maintenance service
❑Dockage,fuel,and marine supplies
❑Dockage('wet slips")only,number of slips:
❑Dry storage;number of boats:
❑Boat ramp(s);number of boat ramps:
❑Other,please describe:
�,
i. Check the proposed type of siting:
j- Describe the typical boats to be served(e.g.,o�runabout,
❑Land cut and access channel charter boats,sail boats,mixed types).
QOpen water,dredging for basin and/or channel 3; 'P
(Open water,no dredging required
QOther,please describe:
k. Typical boat length: I. (i)Will the facility pen to the general public?
-- - ❑Yes
m. (i)Will the fa '' have be pilings?
QYes o
(ii)If yes number of tie pilings?
252-808-2808::1-888-4RCOA5T ::www.nccoastalmanagement.net revised: 12/27/06

FOt'm DCM hMP-4 (Structures, Page 2 of 4)
2. DOCIf/NC�FA111�1�4_(�,f'F17A�IDNu Tb/s'section ntstaplicab/e
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑Office Toilets
C1 Toilets for patrons;Number. ; Location: Received
❑Showers $ .i Cq'.1
❑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.
(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• Give the number of channel markers and"No Wake"signs proposed.
L 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?
252-808-2808 :: 1-888-4RCOAST::www.nccoastaimananement.net revised:12/27/06

-
�
Pd rm SCM 11 P-4 (Structures, Pane 3 off 4) cawed
M. Is the marina/do6i ing facility proposed within a primary or secondary nursery area? i) U
[]Yes Q<lo
n. Is the marina/do'aking facility proposed within or adjacent to any shellfish harvesting area? � C) a�
❑Yes Q14o
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh(CW),submerged aquatic vegetation(SAV),shell bottom
(SB),or other wetlands(WL)? If any boxes are checked,provide the number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
p. Is the proposed marinaldocking facility located within or within close proximity to any shellfish leases? ❑Yes QNo
If yes,give the name and address of the leaseholder(s),and give the proximity to the lease.
3: BOATHOUSE(including coverettlifta} `fhis section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Govemment ❑Private/Community
(ii)Number
(iii)Length
(iv)Width
Note: Roofed areas are calculated from dripline dimensions.
1-4. GROIN(e.g.,-wood,-sheetp#e,etc. If a rock groin,use MP-2;Excavation and Fill.) S section not applfcab/e
a. (i) Number
(ii)Length
(iii)Width
5: BREAKWATER(e.g., wood,sheetpile,etc:) Thissec6otnot applicable
a. Length b. Average distance from NHW,NWL,or wetlands
c. Maximum distance beyond NHW,NWL or wetlands
6:MOORING.PIL/NGS and BUOYS _
>1 not applicable'
is sectron;`
a. Is the structure(s): b. Number
❑Commercial ❑Public/Govemment ❑Private/Community
c. Distance to be placed beyond shoreline d. Description of buoy(color,inscription,size,anchor,etc.)
Note: This should be measured from marsh edge,if present.
e. Arc of the swing
252-808-2808:. 1-888-4RCOAST ::www.nccoastaimanagement.net revised:12/27106

• Form DCM MP-4 (Structures, Page 4 of 4)
T: GENERAL — --
-
a. Proximity of structure(s)to adjacent riparian property lines b. Proximity of structure(s)to adjacent docking facilities.
Note: For buoy or mooring piling,use arc of swing including length
of vessel.
c. Width of water body d. Water depth at waterward end of structure at NLW or NWL
L S' 1z'arQ
e. (i) Will navigati nal aids be required as a result of the project?
❑Yes FINo [INA
(ii)If yes,explain what type and how they will be implemented.
r
8. OTHEf� /is sectron notpplicable
a. Give complete description:
_
Received
Date
3 sIE (:
` t
Project Name _ _ =
DC .
Applicant lfarr� ` � r� �
Ap lila Sigrtatun3 f � ��
252-808-2808 ::1-888-4RCOAST::www.nccoastalmanagement.net revised: 12/27/06

8/30/2016 Pungo Ferry Road,Virginia Beach,VA 23457 to 141 Foxx Lane,Knotts Island,NC 27950-Google Maps
Pungo Ferry Road,Virginia Beach, VA 23457 to 141 Drive 13.7 miles, 22 min
II-0- 't-j1e Maps Foxx Lane, Knotts Island, NC 27950
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h"://www.google.com/maps/dir/36.6153312,76.0356022136.497074;75.91412621@36.5562529,-76.0441833,12z/am-Udata=!3m114bl!4m214ml!3e0 1/2

MAJOR PERMIT FEE MATRIX
Applicant: Charles & Carol Holden
Selection Development Type Fee DCM % DWQ%
(14300 1601435100093 1625 6253) (24300 1602 435100095 2341)
I. Private, non-commercial
Ej development that does not $250 100% ($250) 0%($0)
involve the filling or
excavation of any wetlands
oro en water areas:
II. Public or commercial
E] development that does not $400 100% ($400) 0% ($0)
involve the filling or
excavation of any wetlands
oro en water areas:
E] Major Modification to a $250 100% ($250) 0% ($0)
CAMA Maior oermit
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non-
El commercial development, if $250 100% ($250) 0% ($0)
General Water Quality
Certification No. 3900 (See
attached)can be applied:
III(B). Public or commercial
• development, if General $400 100% ($400) 0%($0)
Water Quality Certification
No. 3900(See attached)
can be applied:
III(C). If General Water
• Quality Certification No. $400 60% ($240) 40% ($160)
3900 (see attached)could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
Quality Certification No. $400 60% ($240) 40%($160)
3900 (see attached)cannot
be applied:
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:

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.UNE TABLE •.SR 1265
111E' BEHIND DISTANCE
Ll 27.61
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ALLY ASL AREA,NDTHT TMs,qP�AAr�FA9EMFNW'NOR,
� I ooppDooao6° / � +s � KNOTTSISLANDBAYx,r PRI�AIE,AND THAT 16a41iANtAW'AL1 11c►i - /-" D°D n p p p D o D° Camden.04C 2782AN
ACCtTTEC BY.ON
TME�. R i1 c•L, , ..J °p � p1RYE TABLE ( 36.2813 :Y 9�A r I I EPLAT.AS DC/ILL pROpE4t 0� N]Ia$' � �I °°p p10r RVE LENGTH RADIUS
DF1rA ANGOR BEARNO CNDRD yL
.ALL P.ROP�E•R.�tt 111 AN OR ER PIAL As DE�IIff.A'YED fbt f{IBL1C.t1y�i SN_ALL.13E. ooCt- z11 24.00 1223 I�)�".•56521$7t...- .
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11SE 13 OV(�JY IIIE.APPROPRIATE PLIWIIC Au-TY IN/HEPUew WTAIEST
• LtiERF9r CWTIFY THAT, I I �?qL�, °Eco o -
THd'F,t,O ADJACENT PROPp TES�iu BALL eE c011smucTm AND M41NIARD So. �, ) � o �
A fESLur OF 7I65 UNREASONA8LY.6LRROf7ED'WITH SURFACE WATERS AS r �I (S //\ - -
LEF WAI RTLT.THIS'C=DEIg HENT SHALL 1 1S NOR$HALL ISTRtIGT -?• 1 1 / II o
NiLTURK ROW W WATER FRO4 FAGIEIt ADJAl2]/T F71ppE'R1TH NOR SHALL 1T -J 8040 f" fi
U�NABLYCOl1FCT Mp
CHANNEL SUgFAGF WATERS FRpI 1t1E,DEVELOPMENT UN7p I
LOYER,,ADJACf71T?ROFERRE$. I. I
' a Qf;�-�- !!kafwlooI�7 S•' 2.42
4M9A�
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1- .1/tl BY SATE I Io 4
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I.,--BSi�►i7 �IQY� A NOTARY PUBLIC OF��i`1� ,CgMTy R I X L.AAIE Ofl°pO FAMILY"
I I I I Do- -i
I r J COASTAL WRIER SUBDIVISION
NS1(t1H CAROL9IA Do NER®Y(SR7Ifr THAT eI + 94 I �OENT= 11/16/1990 FOR
PERSONALLY APPEARED BEFORE 11E
THIS DALE AND ACKNp1RED0ED 7lIE DUE I -I L4 I 2
EISEg111pN OF THE fgtEOgNG tEItRFlCATE ISI I �" � •,�°�)
ro WI,tEss YY NAND AND CF'FICIAL SEAL II 6241'. CHARLES
_ THIS DAY OF 2006 .. j! '. I NOD'20'4TE I _
r ' AND CAROL
NOTARY .t yt1� r�' .r'-- '' o
wv oo�eassa+170'NES' �� •,O�Qv ase II tll - I - I , � I I
32ZO52 SF I /I' / ,w) BN
MY, I. I SEPTIC I -� I -7,hl ACRES' _, . , HOLV•EB!
CERTiiCATE of APPROVAL MY. -
n;: a,toib. L= I AREA I EwsrNc eY Ate' I / I ///\ FRUINILLE TOWNSHIP
•��c I HEREBY CERTIFY THAT TME SUBOIMSION> ON THIS PLAT DOESNQi- I in CURRITUCIC COUNTY
g TME 4-REATIOWSC W NEW"PUBLIC STREETS pt'ANY S M C N COMPLIANCE
--- I NORTH CAROLINA
g
THAT-Tit COUNT IQLN1�_ISF�FWpMI IS N ALL RESPECTS 1i COYPl7ANCL a FILE T
CUBI6TUpL COUNTY.U_ttIF1Ep ANLL AND-.THAT: PLAT
e NAS RDED N t7W Ep Y'THE COUNTY App65TRAIM TI1 i BEING, (•� L-
(90
G RECORDED 1N THE.OFFICE.OF THE Cwwrim COUNTY`REGISTER OF M1lpR jury. .' I.� / ``Alle NOW pt FORMERLY
(90)DAYS OF THE DAIS'BELOW. 1C i .'.\ 4= 3n.2Y IBOfi15 PROPERTY
• t ! 20.00' -` i 114_ `` MEL 241,PAGE 639
7•. c}. (.,
P'W SlATD1VL9ATYI ADMMS1RATdt- $�
Soo -W OM74• 30.60' 72.25' �S
EXISTING IRALOW
AL
�fjj�• a AP 41.60' SIL ,dfc 114.
NORTH CAROLINA.CURRITUCN COUNTY S-Y '� • r m ' o ;Rr -
s'a" 22>ci `� Y a AL
;� Now OR FORumLrsl.
�}t _ I i'nw WwCH PROPERTY a1'r .
�� ''1.35' D.B. 110.PAGE 477
CERTIFY TNA YAP OR PIAT m T,7; _ +. g •o
STATUITTRY OIAREMINTS FOR IP I0. t _f_ 1 = y •}, ` `
KEY PLAN:
tl _ +� �• S - n 1. GYRIER/OEYFIOPEIE CHARLES NO CAROL fI0L0EN:
�l � 141 FIN(LANE
REVIEW / 1� 20.00' 41.35'r
J ., ;5,, m w - IOIOTTS ISLAND.N6
✓..7� i'•. ..• "�'� �r M I z PN:007/-000-ODDS-0000 279tW
L EDWARD L HYY _ ..�'S. - y, Lt{ '
� AN,M. `' ." � e=R.`. 3. 517E ARFh A90
THAT)
.r r ..5,�• .. AC
A. THAT THIS TS OF A SURVEY,� .'1�! OFI��}W�I 4. TOTAL NUMBER'OF LOIS 2
A COUNTY OR MUNICIPALITY THAT H .; / c .
I,EDWARD T.HYMAN'J.CERTIFY TH Is •�T..`' AI'.RI.fXjI TESPAIRCLL.aF LAND: `.` ` 51'E 20FRNG(A)AGItlCTET11tAL
ACTUAL FIELDSUPER
101 6e'• a
LAND SURVEY MADE YY SUR'ERMWA DF� y 6. THIS PROPERTY IS LOCATED N FLOOD ZONES SHOWN AS
DESCRIPTION FOR SAID PROPERTY IS DED IN DAL772•P.27L 01HE A ` NOTED ON FLOW PANEL 372190MOD J DATED
ERROR 6 0.0SURE 6 1:10,000+; AT THIS YAP!� 1 DECEMBER 16,2003
A t I. 7. THE USE OF LAID WIRW A Fl00DWAY DR FLOODPLAIN
ACCOftDANCE.MIH GS 47-30.LITRESS YY ORIGINAL ,.. ,
NUMBER.AND SEK THIS 23 DAY OF JNE,2004. /�1 ...• .R SUBSTHTWLY RESTNCTED BT'TME ORI61UCR( Project#. -060250
4 ,21ZIO' COUNTY UNIFIED.DEV67AP11ERT ORD6W1CF- DIaw11g$: 060250
.. A 10'EASEMENT FOR URITES AND DRAINAGE Dmmn: JWB
KUNG REAR AND 510E PROPENFY LIES AND A 13' Checked: JWB
a`�71 j�i. 4g I r +fir EsLINE is
rAB1.9m NOT ON PLAT. APPIDVe� ETH
aaunmpy��
Ar.atf �. $ Date, 0621108 7
s. z 9. PROPERTY7H17RBC PLAT WY OOHTAN404 IIElLA1LD5 Sheet O: 01101. IL
•,� ,��CAROIj�• y - 'I = AND MAY =A CORP a E)RDRE,FRS APPROVK
�•�` �� Wit' - - "� L2
PRIOR
R) OF PROPERVL LEG813 stale:
/.� _ r' 10. FURTHER Ar my I""P4d%NON THE Co' CMAUTED PONT RET/ISION$:
j PIAT '6flR1ED k-PF 7E MAY BE t�1
` SEAL (tE INE) vRCce E FJOSIN6 C NLXIL DATE DESCRP'nON
I--2Q»0 ' SO47s4a•w O�.BT ('AR6QNLX _,�16WT aF FMr LINE
_ STREETS80UNDARr L9E
SM.WTO EN 224.74' ON PLATA I1"TO, � _
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