20110796 Ver 1_CAMA Application_20110824

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
August 22, 2011
D
MEMORANDUM ?w A
TO: Cyndi Karoly / U !
Environmental Biological Supervisor * 2 4 D
, 11
Division of Water Quality ?O
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Edward Moeller & Steven Wendkos
Project Location: 3938 Ivy Lane in Kitty Hawk, Dare County
Proposed Project: Construct pier, platform, boatlift, bulkhead & backfill, dwelling
Please indicate below your agency's position or viewpoint on the proposed project and return this
11
form by
. 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
1367 US 17 South, Elizabeth City, NC 27909
Phone: [phone] FAX: [phone] ; Internet: www.nccoastalmanagement.net One
NorthCarohna
An Equal Opportunity 1 Affirmative Action Employer Naturally
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Edward Moeller & Steven Wendkos
2. LOCATION OF PROJECT SITE: 3938 Ivy Lane, within Kitty Hawk Landing S/D, Kitty
Hawk, Dare County, adjacent to a canal leading to
the Albemarle sound.
Photo Index -
2006: 183-7182 (G,H 17) 2000: Not Available 1995:187-1973 (E,F 15)
1989: 144-11 (T 12) 1984:137-494 (S,T 19) 1978: Not Available
State Plane Coordinates - X: 2963718 Y:855567
Rover File: E071212A Quadrangle: Kitty Hawk, NC (L.L.)
3. INVESTIGATION TYPE: CAMA / Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit- 6/23/2011; 7/22/2011
Was Applicant Present - No; No
5. PROCESSING PROCEDURE: Application Received Complete - 8/16/2011
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Kitty Hawk
Land Classification From LUP - Low Density Residential, Conservation
(B) AEC(s) Involved: Public Trust Area (PTA), Estuarine Waters (EW), Coastal
Wetlands (CW), Estuarine Shoreline (ES)
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - None
Planned - Septic
(F) Type of Structures: Existing - None
Planned - Bulkhead, Pier & Platform, Boatlift,
Single-Family Dwelling
(G) Estimated Annual Rate of Erosion: None
Source - Applicant
7. HABITAT DESCRIPTION: [AREA, square feet (so]
FILLED
OTHER
(A) Coastal Wetland AEC ±179 sf
(B) Shallow Bottom PTA, EW AEC's ±316 sf ±384 sf of shading
(C) Estuarine Shoreline AEC ±8,900 sf disturbance
(D) Total Area Disturbed: 9,779 sf (0.22 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open to Shellfishing: No
Edward Moeller & Steven Wendkos
Field Investigation Report
Page 2
8. PROJECT SUMMARY: The applicant's propose to construct a bulkhead on a natural
shoreline that will align with adjacent bulkheads, backfill an area of coastal wetland
vegetation, construct a pier/platform with a boatlift, relocate an existing swale and
construct a single-family dwelling.
Project Setting
The site of the proposed development is a vacant lot located at 3938 Ivy Lane within the Kitty
Hawk Landing subdivision, Kitty Hawk, Dare County. The site is adjacent to a canal (identified
as Avery Pond) that leads to the Albemarle Sound.
The property is ±13,202 sf in size and has ±137' of natural shoreline that has a ±3' erosion
escarpment. The shoreline area contains several patches of coastal wetlands made up of black
needlerush (Juncus reomerianus) and bulrush (Scirpus spp.). Two of these patches are
isolated within the waters of the canal and the remaining patches are adjacent to the shoreline.
The shoreline is heavily vegetated with common reed (Phragmites australis) and it is growing
from below normal water level (NWL) into the highground area. It has encroached into the
coastal wetland areas adjacent to the shoreline and is taking them over. Within the southern
section of the shoreline,-riprap has been placed at the mouth of a drainage swale that extends
from the highground.
The elevation of the property is ±3.5 feet above NWL and there are currently no man-made
features or uses on the property. According to the USDA's Natural Resources Conservation
Service's Web Soil Survey, the soil on the property is made up of Psamments (PsB) and is
vegetated with groundsel bushes (Baccharis halimifolia), wax myrtle (Myrica cerifera),
greenbrier (Smilax rotundifolia), loblolly pines (Pious taeda) and grasses that are mowed
periodically. Drainage swales exist near both the northern and southern property lines with only
the southern swale draining into the canal. The adjacent property to the south of the project site
has been developed with a single-family dwelling, driveway, bulkhead and dock. The adjacent
property to the north of the project site has been developed with a single-family dwelling,
driveway, pier, platform, boatlift and jet-ski lift. It should be noted that all other properties along
this side of the canal have had their shorelines stabilized with bulkheading. Based on available
information, archaeological site #Dr17 is approximately 350' to the west of this site.
The Division of Environmental Management classifies the waters within this area of the
Albemarle Sound as SB and it is closed to shellfish taking. The canal adjacent to the project
site is ±140' wide and water depths within the project area range from -1 ft near the shoreline to
-5 ft. The bottom substrate within the project area is made up of fine sands and detritus.
Submerged Aquatic Vegetation (SAV) was observed in the waters adjacent to the applicant's
property.
Development Proposal
The applicant's propose to stabilize the shoreline by constructing ±137' of wooden bulkhead
with an alignment that is a straight line between the existing bulkheads to the north and south.
The proposed bulkhead will tie into the existing bulkhead on the adjacent property to the north
and run in a southwest direction for ±118' at which point a ±19' return wall will be constructed.
A 15' opening will be left between the proposed bulkhead return wall and the existing bulkhead
return on the adjacent property to the south to allow an outlet for the existing drainage swale.
Edward Moeller & Steven Wendkos
Field Investigation Report
Page 3
The proposed bulkhead alignment will average ±4.2' waterward of NWL with a maximum
distance of ±10'. Water depths within this area average -1.5 ft. The alignment will cut through
two coastal wetland areas and a third coastal wetland area is located landward of the
alignment. Backfill will be sand from an offsite barrow pit. The applicant indicated that there has
been no shoreline erosion within the last 12 months; however, an erosion escarpment does
exist and it appears that there has been erosion during that time period.
A docking facility is proposed that will consist of a 6'x4' pier that will connect to a 30'x12'
platform. One 15'x12 boatlift will be installed on the outside edge of the platform. Water depths
within the pier and platform area range between -1' and -2.3' below NWL and water depths
within the boatlift area range between -2.3' and -4.1' below NWL. The total distance that the
docking facility will extend beyond NWL is 30', which is within the allowable % rule distance of
35'. The proposed docking facility will remain 18.6' from the northern property line and ±50'
from an adjacent docking facility. The adjacent property to the north has a similarly designed
docking facility as the proposed one.
Within the highground area, a single-family dwelling will be constructed. The anticipated area
that will be disturbed for grading, house construction, septic installation, swale relocation and a
driveway will be ±8,400 sf. The single-family dwelling will be constructed >_37' landward of NWL
and no structures are proposed within the 30' CAMA Buffer.
Anticipated Impacts
• The construction of the bulkhead along the proposed alignment will result in the filling of
±316 sf of PTA and EW AEC's with clean fill from an upland source (±17.6 cubic yards of fill
material below NWL).
• Bulkhead installation, backfill and grading will result in ±179 sf of fill placed within a CW
AEC.
• Bulkhead installation may result in the additional loss of ±51 sf of Coastal Wetlands
immediately waterward of the alignment due to disturbances to the root mat system.
. Bulkhead installation will result in ±2;500 sf of land disturbance within the ES AEC.
• The proposed pier, platform and boatlift will result in one slip and the shading of ±384 sf of
PTA and EW AECs.
• It is anticipated that lot grading, single-family dwelling construction and swale relocation will
result in ±6,400 sf of disturbance within the ES AEC.
• Based on the proposed bulkhead alignment, the construction of the single-family dwelling
and driveway will result in ±2,293 sf (21.9%) of impervious surface within the ES AEC.
• Based on the proposed bulkhead alignment, the total impervious surface on the lot will be
±2,793 sf (20.4%).
Submitted by: Ron Renaldi
Date: August 17, 2011
MAJOR PERMIT FEE MATRIX
Applicant: We v,A)Los ' I`1ot??i ?
Selection Development Type Fee DCM %
(14300 1601435100093 1625 6253) DWa %
(243001602 435100095 2341)
1. Private, non-commercial-
development that.doe's not
$250
100% ($250)
0%($0)
involve th??f4fK or
excavation of any wetlands
or o en water areas:

El II. Public or commercial
development that does not
-
$400
100%($400) ?.
0%($0)
or
involve the filling
excavation-'of any wetlands
or.o en 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 A,
B, C, or D below applies,

III(A). Private, non-
commercial development, if
$250
100%($250)

0% ($0)
General Water Quality
Certification No. 3490 (See
attached can be applied:
III(B). Public or comme '
development, if eral
$400
100%($400)
0%($0)
Water Qu Certification
N,490 (See attached)
tan befa lied:
III(C). If General Water
Quality Certification No./,.,,*
$400
60%($24.0)
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 io water quality or
aquatic life:
III(D). If General Water
Quality Certification No.
$400
60%($240)
40%($160)
3490 (see attached) cannot
be applied:
IV. For development v
involves the fillin - d/or
$475
60% ($285)
40%($190)

r?- more than
excavatioD
one acfe of wetlands and/or
o en water areas:
,A,e Inte A at
I_
REALI Y CCDNrUTFdiiC''.. "JN
RECEIVED
r
July 25, 2011
COASTAL
ELIZ!,E3E-H CITY j
RE: CAMA Major Permit for 3938 Ivy Lane, Kitty a`wTc Lan3ing Kitty Hawk NC
The proposed development at the above address consists of a new single family year
round 3 bedroom residence including a conventional septic system on the road side of the
lot. The lot has an existing swale on 3 sides with an outlet on the south west corner that
is part of the Town of Kitty Hawks' drainage project for Kitty Hawk Landing that was
permitted separately. There are existing bulkheads on the north and south lots of the
above property and the owners would like to continue the existing line with a bulkhead
on their lot except in the area of the outlet. This will create a need to fill behind the
bulkhead instead of creating a catch basin if they followed the line of wetlands. Please
note that SAGA has called and left messages for Josh Pelletier twice concerning the
existing phragmites without a return call.
If there are any further questions or concerns please do not hesitate to contact Jennifer
Bortnick with SAGA Construction, 252-207-8701 or 252-441-9003 ex. 123.
1314 S. Croatan Highway, Suite 301, Kill Devil Hills, NC 27948
www.ICR-SAGA.com • www.HomesbySaga.com s www.HomesUnder99.com

DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12127106)
RECEIVED
JUL 2 6 27ii
COASTAL MANAGEMENT
ELIZABETH CITY
LMANAGEMENT
?. Primary ?PPlicantl ?andovuner I??tormatiarx -
?
-
Business Name Project Name (if applicable)
Applicant 1: First Name MI Last Name

Applicant 2: First Name M1 Last Name
0 1 Al LL
1
!f additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
-4f)c:? Caek
ZIP Country
? Phone No.
- - ext FAX No.
ICJ l . - -
Street Address (if different from above) City State ZIP
Email
Vill
. 2.. Agent Cai?
>fr fa r
?
ti.
Business Name
Agent/ Contractor 1: First Name MI Last Name
Agent/ Contractor 2: First Name MI Last Name

Mailing Address PO Box ciity State
q0 ?
?_, ` `
f 1(11 1 W' L
T'C 11 b G/?
L/
ZIP Phone No. 1 Phone No. 2
elqs 63 - -qCD ext. I Qq?5- qqf -ameA.+
FAX No. Contractor #
Ll S9 Ll 6G
01 0?
Street Address (If different from above) City State ZIP
Email
aafy?t?,*?
V / V
v
<Form continues on back>
252.808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net
Form DCM MP-1 (Page 2 of 4)
RECEIVED
JUL 26 2J,t
APPLICATION for
Major Development Permit
.3. Pl'O?eCf ?OCat7OFJ n tr'?r a , r,; a
frA???tAU'1+IEfT
County (can be multiple) ELIZABETH CITY
Street Address State Rd. #
I ,.,
Subdivision Name city

I `r
?? ),a )A V-)
V, 1 State Zi
p
4 -
Phone N& Lo No.(s) (if many, attach additional page with list)
- - ext.
a. In which NC river basin is the project locate b. Name of body of water nearest proposed project
S
c. Is the water body identified in (b) above, natural or manmade? d. Name the clo est major water body to the pr ed project site.
JoNatural ?Manmade ?Unknown
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
VIYes ?No work falls within.
T
1

r?
4.-/t@ DE3SCtt! ?.r

a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
#_ l } I ao
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
Q I NWL (normal water level)
,
(if many lot sizes, please attach additional page with a list) ?NHW or ENWL
e. Vegetation on tract
f. Man-made features and uses now on tract
UD:2-L 46 C)I, U3V? C-DL4 Lh
g. Identify and describe the existing land uses adiacen t; the proposed project site.

h. How does local government zone the tract? I. Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
KYes ?No ?NA
j. Is the proposed activity part of an urban waterfron redevelopment proposal? ?Yes IjNo
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes KNo ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes JQNo ?NA
National Register listed or eligible property?
<Form continues on next page>
252-808-2808 :. 1-888-4RCOAST :: www.nccoastaimanagement.net
MP-1 (Page 3 of 4)
m. (i) Are there wetlands on the site?
(ii) Are there coastal wetlands on the site?
htutivtu
JUL 2 6 21`.11
COASTAL MANAGEMENT
ELIZABETH CITY
I (iii) If yes to either (i) or (ii) above, has a delineation been conducted?
(Attach documentaticn, if available)
o
n. Describe existing wastewater treatment facilities.
%'Do l .
o. Describe existing drinking water supply
p. Describe existing storm water management or treatment systems.
--- i - - -% t
e. Will the project be for commercial, public, or private use?
APPLICATION for
Major Development Permit
ClYes ENO
®Yes ?No
ZYes ?No
(Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
? t Cb rl-w 3 , ;-YO baA) r}orrR.
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. S?
d. List all development activities you propose. LD49 _
e. Are the proposed activities maintenance of an existing project, new work, or bcffi?
1
f What is the approximate total disturbed land area resulting from the proposed project?
g. Will the proposed project encroach on any public easement, public acces or other area
that the public has established use of? I (1? 1 ?
h. Describe location and type of ewsbng and proposed discharges to waters of the state.
M
i. Will wastewater or stormwater be discharged into a wetland?
If yes, will this discharged water be of the same salinity as the receiving water?
j. Is there any mitigation proposed?
If yes, attach a mitigation proposal.
<Fonm continues on back>
IXSq.Ft or []Acres
Oyes ?No ?NA
252.808-2808 -• 1-888-4RCOAST ;: www.necoastaimanagem_ent.net
Form DCM MP-1 (Page 4 of 4)

APPLICATION for
Major Development Permit
6. 4ddhionaf tnformatlort
In addrtron to tins completed q'PA-ketrons/orm (I?fP f t/1er (©tjgwrrig i ( t( d applica-ble"'fh6st be submiifed rn oirtsr#or the application
package to be complete. Items {a) . (€ are aiways,appllcable fo, any major development application. Please ror,su(t the application
instruction booklet on how to property prepaea tfie regQired items below.
- :. .
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name t* Ro x
Addrss'
Name now ?R- Phone No.
Address
Name
4 •.- ° ' ?- ?x Phonal* Cr r
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.
. .., va,..•iNl?4Qi1 V/(, O/?{{'',F??%?.-/? Q(l;tt?k>?Il[ lKCtl'11???•?t`L',}y ? -
I understana that any permit issued to 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 Ts 206j Print Name ?s RECEIVED
Signature
Please indicate application attachments pertaining to your proposed project.
pDCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and
?DCM MP-3 Upland Development
?DCM MP-4 Structures Information
JUL 2 6 2011
COASTAL MAN- gGEM N
ELIZABETH CITY
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net
rorm uum MIR2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be
Application that relate to this proposed project. Please include all supplemental inf
RECEIVED
FUL ` i
COI TA M NAGEMENT
to comp)e 12 RrI:R"lions of the
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Length
Width
Avg. Existin(
Depth
Final Project
Depth
Access
Channel
(NLW or Canal Boat Basin Boat Ramp Rock Groin
a. Amount of material to be excavated from below NHW ? oin -;
cubic yards.
C. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of the excavation in these areas:
1 arsFVS?L Of.;
a. Location of disposal area.
c. (i) Do you claim title to disposal area?
?Yes ?No KNA
(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
EIWL lone
(ii) Describe the purpose of disposal in these areas:
b. Type of material to be excavated.
Other
Rock (excluding
Breakwater shoreline
stabilization
d. High-ground excavation in cubic yards.
b. Dimensions of disposal area.
r
d. (i) Will a disposal area be available for future maintenance?
Oyes ?No ,ANA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
?Yes ?No 4NA
(ii) If yes, how much water area is affected?
Z'!N!'+re [_CGO:s3Lisirs;o52?G?.'2tLrt.rFE':
levir?d: 'f '26:t5
3., .,.SHORELINE STABILIZATION DThis section not_ pplica6le
(It`developmentis'a ivoor!_grorn;'use MP -4 Structures)'.
a_ TvnP of shnralina ctahili»tinn-
Wulkhead ?Riprap []Breakwater/Sill ?0ther: u
c. Average distance waterward of NHW or NWL:
4 1' RA R
e. Type of stabilization aterial: r
1
g. Number of square feet of fill to be placed below water level.
Bulkhead backfiIT4.53 Riprap -
Breakwater/Sill - Other
i. Source of fill m tenal.
4. OTHER-FILL ACTMTIESFa?:st `
`(Excluding Shoreline StabiattohJ` y
a. (i) Will fill material be brought to the site? ~ Wes ?No ?NA
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area O?ZC ?S
(iv) Purpose of fill
5. GENERAL y tt
a. How will excavated or fill material be kept on site and erosion
controlled?
Date
Project Name
d.
1-U9 jut] I:fl?? t S 3- 1CAM
Width:_
Maximum distance waterward of NHW or NWL:
.? 1 m' QAQ
f. (i) Has there been shoreline erosion during preceding 12
months? .
[]Yes %No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
?? r ? This section not applicable
b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL (None
(ii) Describe the purpose of the fill in these areas:
b. What type of construction equipment will be used (e.g., dragline,
backhoe,
kn^ ppficani Name -

2z? S?3•M???? :. r.£?E?-ktil;CZ3??'? :: vu?t±us> r;????rtaf;°?a?r?_a?ent?stt.ra?E

revised: IvZ&au

c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands b crossed in transporting equipment to project
[]Yes Flo ?NA site? []Yes EffNo ?NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Form DCM MP-3 5
E[COASTAL IVED
UPLAND DEVELOPMENT NAGEMENT
(Constru ction and/or land disturbing activities) H CITY
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
61 ?4
c. Density (give the number of residential units and the units per
acre).
0
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
?Yes ?No $?NA
(ii) If yes, list the date submitted:
b. Number of lots or parcels.
L04 i 8 . Ste 1
Lt r_Ai t 6t n S? c 1
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
6' L 67 S
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
-.?6-4, -, ao 4'/o RAV-
j. Describe proposed method of sewage disposal.
?-
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
?Yes ?NO ZNA
(ii) if yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
?Yes ?No JRNA
If yes, attach appropriate documentation.
1. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater
state (e.g., surface runoff, sanitary wastewater, industriall design?
commercial effluent, "wash down' and sidential discharges). ?Yes ?NO ®NA
rt?a? If yes, attach appropriate documentation.
ZeOil
252-808-28082:: 1-888.4RCOAST :: www.necoastaimanaaement.net revised: 12126106
Form DC MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
1A ?2L Co -Dza QC
n. (i) Will water be impounded? []Yes []No JWNA
(ii) If yes, how many acres?
o. When was the lot(s) platted and recorded?
6_152 `tL I1R?u
p. If proposed development is a,subdivision, will additional utilities be
installed for this upland development?
?Yes ?No ®NA
Date
yy, r-" ZA4 ,
,.
Project Name"
licant Name'14
APP
Applicant 5 +
252-808-2808 :: 1-888-4RCaAST :: www,nccoastalmanaaement.net
RECEIVED
JUL 66 %) ;
COASTAL MANAGEMENT
ELIZABETH CITY
revised: 12/26/06

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
RECEIVED
-2
L c
COASTAL MANAGEMENT
ELIZABETH CITY
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 FACILITYAWARINA CHARACTERISTICS ?
This section not apprcatrle
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
[]Commercial ?Public/Govemment Private/Community ?Yes IgNo
c. (i) Dock(s) and/or pier(s) d. (!)Are Finger Piers included? ?Yes 'R]No
(ii) Number If yes:
(iii) Length (ii) Number
(iv) Width 1_ (iii) Length
(v) Floating ?Yes SNo
(iv) Width
(v) Floating ?Yes ?No
e. (i) Are Platforms included? [KYes ?No f. (i) Are Boatlifts included? Yes ?No
If yes:
(ii) Number If yes:

(iii) Length (ii) Number
(iii) Length J -L
(iv) Width _ (iv) Width
'
(v) Floating ?Yes (QNo
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 and/or 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:
? Land cut and access channel
[]Open water, dredging for basin and/or channel
Open water, no dredging required
[]Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
k. Typical boat length: Q_
m. (i) Will the facility have be pilings?
?Yes @No
(ii) If yes number of be pilings?
I. (i) Will the facili be open to the general public?
?Yes No
252-808-2808:: 1-888-4RCOAST :: www,nccoastalmanaaernent net revised: 12/27/06
DCM MP-4 (Structures, Page 2 of 4)
2. DOCKING FAC/L/TYIMgRlNA.OPERAT/ONS
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.
This section not apptica6
COASTAL MANAGEMENT
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e - % C",
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.
1
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed. t If#
i. Give the location of fuel-handling facilities, and describe the safety measures plar
j. What will be the marina policy on overnight and live-aboard
k. Describe design measures that promote boat basin flushing?
to protect area water quality.
I. If this project is an expansion of an existing marina; what types o c are currently provided.
252.808-2808 :: 1-888.4RCOAST :: www,ncooastalmanaaement.net
revised: 12127/06
iT» DCM MP-4 (Structures, Page 3 of 4)
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes RNo
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes 1KNo
RECEIV8-D
JU 7 6
COASTAL MANAGEMENT
ELIZABETH CITY
o. Is the marina/docking facility proposed within oradjacent to coastal wetlands/marsl^ (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
[3CW ?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 07
duds?j ca sdl>ltsf ? =?#??is ??,' ??: "? r ? ,???? ? t ? k? ISSecton rrotappQr e
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.
4. GROIN (e_g , wood, sheet n7e; etc ..,lf a rtxk groin, vR&MP 2, Excava#an and FiU:1 k )iQTN&,
eEtion not appGca6Je-:
a. (i) Number
(ii) Length
(iii) Width
S. BREAKWATER- ?e g opd, sheetpire, etc)V
r $, - ?T(r?s seC&lon twt:applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW. NWL or wetlands
6: MOORING -PILINGSarrd BUOYS ?`` ;?
a •J
T Y ?,' Y Y 1 < A a??JS Se?Ynn f..F app¢W./Ie,.
a. ? uc au wwwVa).
[]Commercial []Public/Govemment ?Private/Community
c- Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present
e. Arc of the swing
b• Number
d. Description of buoy (color, inscription, size, anchor, etc.)
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanaaement net
' Form DC MP-4 (structures, Page 4 of 4)
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
(Vote: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
e. (i) Will navigational aids be required as a result of the project?
?Yes 5&No ?NA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
aal ?a
y . , t .sue lcu?? ??.
s QT 'ER . {
"i x ' 'tr`y t?. z ?Fh s section not amficable
a. Give complete description:
RECEIVED
JUL 2 6 2;01(1
COASTAL MANAGEMENT
ELIZABETH CITY
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanaaement.net revised: 12127/06
0 TOWN OF KITTY HAWK
G DARE COUNTY
NORTH CAROLINA
VICINITY MAP
cNOT To scALE /SITE
ro tusa���cK O
c
o
NOTES:
1. SUBJECT PROPERTY. LOT 18, SECTION 1
KITTY HAWK LANDING
ATLANTIC TOWNSHIP, KITTY HAWK
DARE COUNTY NORTH CAROLINA
2. STREET ADDRESS: 3938 IVY LANE
3. PIN: 9865 10 35 6458 DARE COUNTY PARCEL NO. 026149000
PROJECT CENTER LAT/LONG: N 075.739009' E 036.057260'
4. REFERENCES: P.C. 4 SL 86, D.B. 1670 PG. 0279
5. CURRENT ZONING : VR -1 (LOW DENSITY VILLAGE RESIDENTIAL)
6. PROPOSED DEVELOPMENT: SINGLE FAMILY RESIDENCE
ONE STORY FRAME DWELLING OVER
GROUND LEVEL GARAGE AND REC ROOM
3 BEDROOMS AND PILING FOUNDATION
CONCRETE SLAB ELEVATION = 5.5' + -
BUILDING HEATED AREA = 2,312 SQ. F
7• LOT COVERAGE CALCULATIONS:
COVERAGE CALCULATIONS PER TOWN ORDINANCES
LOT AREA = 13,697 SQ. FT.
BUILDING, DECKS, STAIRS = 2,728 SQ. FT.
CONCRETE DRIVE AND FRONT WALK = 733 SQ. FT.
HVAC STAND = 18 SQ. FT.
TOTAL COVERAGE = 3,479 SQ. FT.
% LOT COVERAGE = 25.40
MAXIMUM LOT COVERAGE = 30%
LOT AREA COMPUTED TO SHOREWARD SIDE OF
PROPOSED BULKHEAD
8. MINIMUM BUILDING SETBACKS:
HOUSE SIZE
(HEATED AREA)
REQUIREDREQUIRED
SIDE YARD
FRONT YARD AND
REAR YARD
3,000 AND UNDER
10 FEET
25 FEET
3,001 - 3,500
12.5 FEET
25 FEET
3,501 - 4,000
15 FEET
25 FEET
4,001 - 5,000
17.5 FEET
25 FEET
5,001 - 6,000
20 FEET
25 FEET
6,001 AND OVER
25 FEET
25 FEET
ac
BUILDING HEATED AREA = 2,312 SQ. FT.
USE 3,000 AND UNDER SETBACKS
9. FEMA DATA:
CURRENT FIRM: 3720986500J EFFECTIVE :HATE: SEPT. 20,2006
COMMUNITY ID : KITTY HAWK, TOWN OF CID NO. 370439
PANEL 9865 SUFFIX J
FIRM ZONE : AE (8.3') BY FIS
ALL ELEVATIONS SHOWN HEREON REFERENCED TO NAVD 1988
10. SURVEY DATA BY: EASTERN GEOMATICS, PLLC, JAMIE E. FURR PLS
"SURVEY FOR SAGA CONSTRUCTION, INC."
SURVEY DATE 06-01-11
11. BUILDING HEIGHT DATA:
EG=X.X' : DENOTES EXISTING GRADE AT GROUND FLOOR BUILDING CORNER
FOUR CORNER AVERAGE GRADE AT BUILDING =3.0'
PROPOSED BUILDING PAD ELEVATION = 5.0'
PROPOSED GROUND LEVEL SLAB ELEVATION = 5.5'
BUILDING HEIGHT ABOVE FINISHED GRADE = pen -ding final plans
BUILDING HEIGHT ABOVE FINISHED SLAB = pending final plans
CURVE TABLE
CURVE
LENGTH
RADIUS
DIRECTION
DISTANCE
C1
131.13'
746.35'
S37'1 8'49"W
130.96'
11. CAMA DEVELOPMENT DATA:
0 DENOTES FLAGGING BY CAMA ON 06/23/11
x d--5.1' DENOTES WATER DEPTH BELOW NWL
LOT AREA WITHIN 75 A.E.C. = 10,472 SQ. FT.
LOT COVERAGE WITHIN 75 A.E.C.:
BUILDING = 2,728 SQ. FT.
INCLUDES OPEN WOOD DECKING, STAIRS, ETC.
CONCRETE DRIVE = 243 SQ. FT.
TOTAL COVERAGE = 2,971 SQ. FT.
PERCENT COVERAGE WITHIN AEC = 28.4
\
EXISTING PIER WITH \
BOAT LIFT
-__Approximate NORTH RIPARIAN ADJOINER
Shoreline LOT 17
SECTION 1
KITTY HAWK LANDING
P.C. 4 SL 86-67
3942 IVY LANE
NOW OR FORMERLY
3.18 JOHN D. GRIFFITH
PROPERTY LINE
EXTENDED Wood 3942 IVY LANE
Walk KITTY HAWK, NC 27949
d 3.20
So' 3.08
Wood
Bulkhead
3.68
30' CAMA SETBACK
Set 5 'iron (FROM LANDWARD SIDE OF PROPOSED BULKHEAD)
d=-5.1, ^ti b Rebar A Grade
�- /\ 4� PROPOSED DWELLING
ONE STORY FRAME DWELLING OVER
PROPOSED BOAT LIFT�y 32 GROUND LEVEL GARAGE AND REC ROOM
PILING (TYP-4'I `" `\r 3 GROUND LEVEL CONCRETES (6 PERSON SLABOCCUPANCY)
CONCRETE SLAB FIFVA11ON = 5.5' +
3.24 EXISTING GRADE AT BUILDING PAD = 3.0
d=-2.3 �•�< /
PROPOSED BOARDWALK AND o• ����-� x3.
d= -i.2' .. 10' SIDE MBL (SEE NOTE #8)
DECK OVER WATER /, \\ \�g��`
AREA = 384 SQ. FT.
,' PROPOSED SWALE TO
SHORELINE' + l \\- MATCH EXISTING
NORMAL WATER LEVEL (0.7' NAVD)
AVERY POND FILL EXISTING SWALE
COASTAL WETLAND AREA, 1 /
AREA = 30 SQ. FT.,,
CAMA FLAG (TYP)
COASTAL WETLAND AREA 2 PROPOSED'BULKHEA "f / Q� \ / �7
AREA = 21 SO. FT. i `' l ✓ OD Existing 1/2" Iron
AREA RILED = 21 SQ. Fl. �. ; ' j ( O Rebar Af Grade
_�� ? ti .. Jr/-` 2.98
OPO I L 1 z /
= r. /'. SUBJECT PROPERTY % ` ` `.` o `h`° ` 3.
AREA95 SQ FT. 32 /
30' CAMA SETBACK l r = j LOT 18 `r1 ry
(f ROM LANDWARD SIDE OF PROPOSED BULKHEAD) LI `. + - / $. •O �. &r ` , �ry;
•' / KITTY HAWK LANDING
25' REAR SETBACK • tq , Q` ��• /%'
(FROM LANDWARD SIDE OF PROPOSED BULKHEAD) i / P.C. 4 SL 86-87
IVY LANE 51 x 3.0
COASTAL WETLAND AREA 3 x 3 46"
AREA = 108 SQ. Ft x 3.46 i l
AREA FILLED = 87 SQ. FT. r
COASTAL WEILAND AREA 4 ! ®,ting 1%2 yr Is
AREA = 103 SQ. F -T.
AREA FILLED = 71 SQ. Ff.
A `s 310• ; / �, '/ ;l % 26 3.16 PROP SED 18" HDPE
! ; 7�✓,.. / �Af CU RT WITH FES
PROPERTY
EXTEN ED NE
COASTAL WETLAND AREA 5 ,
AREA = 45 SQ. FT.�{ f , / ! l ; /
ds . /j' "X7.23
CAMA FLAG (TYP) o• 1 / /� /;` + ;' j/�:' /'%/ x2.93 / 1
EXISTING RIP RAP ��'a. ;' / / 69 �'� %i
3.15 SEPTIC TANK
PROPOSED BULKHEAD OPENING �r + 1,000 GALLON
FOR EXISTING DRAINAGE SWALE r' ;'
WASTEWATER BED SYSTEM i +: • / j >•� j % 1
Q = 480 GPD
/ '
\_ \\ IC LTAR = 1.103.17 i` :' 1���.. % / ./ /
3 09 .16 yc �- / 240 LF DRAINLINES AT 3GPD/SQ. FT. 2.96
O.C.
x3.34
es
; % / 1x,2.28
3.15 3
EXISTING DRAINAGE SWALE �+ , /�•\; \:� x 3.24
DOS1ING FLOW DIRECTION \ x\2`a�`i
Existing 5/8" Iron
Existin Wood Rebar At Grade 3.37
Bulkhead '\ �\ , i / x 3.53 / / aQ
x3.46
/X 2:33
25' FRONT MBL (SEE NOTE #8)
PIER 10' SIDE MBL (SEE NOTE #8)
x 2.92
,`�S 1�•\� / / 3.04 j
j ��. �•
-3.
75' CAMA AEC ly
(FROM LANDWARD SIDE OF PROPOSED BULKHEAD) / 3.21 N,
/-/ 3.09 \\ /
3.05 \ <42 /
/
TRANSFORMER
�Rebor o.2' Below Grad
TELE PEDESTAL Existing 1/2" Iron
SOUTH RIPARIAN ADJOINER
LOT 19
SECTION 1
KITTY HAWK LANDING
P.C. 4 SL 86-87
3934 IVY LANE
NOW OR FORMERLY
MARK M. POTTS
600 ABBOTT LANE
FALLS CHURCH, VA 22046
AUG 1 :!.
COASTAL MANAG ENT
ELIZABETH TY
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2 94 \
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soo
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
i inch. = 20 ft.
J �
IL r.!; o
00
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DATE: SCALE:
07-25-11 1 "-20'
DESIGNED: CHECKED:
MWR MWR
DRAWN: APPROVED:
MWR MWR
SHEET:
1 OF
CAD FILE:
lot 18-sectt-khlanding-siteplon
PROJECT N0:
060411.1