20140839 Ver 1_CAMA Application_20140806

4
RED � 20 1 40839
E R
North Carolina Department of Environment and Natural Resources
Pat McCrory
Govemor
August 5, 2014
MEMORANDUM
TO:
John E. Skvada, III
Secretary
Karen Higgins, Compliance and Permitting Unit Supervisor
DWR - Water Quality Program
FROM: Daniel Govoni
Assistant Major Permits Coordinator
Division of Coastal Management
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: William G. Loy
Project Location: 91 Osprey Lane in Southern Shores, Dare County
Proposed Project: Construct bulkhead, pier, floating platform, boat ramp, boathouse, wooden
breakwater sill & plant coastal wetlands plant species
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 08/26/14 to 400 Commerce Avenue, Morehead City, NC 28557 (fax: 252- 247 - 3330).
If you have any questions regarding the proposed project, please contact Ron Renaldi at (252)
264 -3901. 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: 252 - 26439011 FAX: [phone]; Intemet: httZNoortal.ncdenr.og&eb /cm/dcm -home
An Equal Opportunity 1 Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1 APPLICANT'S NAME. William G. Loy
2. LOCATION OF PROJECT SITE 91 Osprey Lane, Southern Shores, Dare County,
adjacent to both a man -made canal and Jean Guite Creek
Photo Index —
2006 185 -7226 (E -F 13 -14) 2000 185 -2096 (E -F 13 -14) 1995 186 -1964 (M -O 17)
1989 146 -8 (S -T 8) 1,984 136 -486 (E -F 3) 1978. 93 -411 (R -S 12)
State Plane Coordinates - X 2962424 Y 875728
Lat/Long 36 1127140° -75 7412260° Quadrangle Kitty Hawk (UL)
3 INVESTIGATION TYPE CAMA
4 INVESTIGATIVE PROCEDURE Dates of Site Visit— 7/22/2014
Was Applicant,Present - Yes
5 PROCESSING PROCEDURE Application Received' Complete — 8/112014
Office - Elizabeth City
6 SITE DESCRIPTION
(A) Local Land Use Plan - Town of Southern Shores
Land Classification from LUP - Conservation I
(B) Areas of Environmental Concern (AEC) Involved Public Trust Area (PTA) and
Public Trust Shoreline (PTS)
(C) Water Dependent Yes
(D) Intended Use Private
(E) Wastewater Treatment- Existing, - Septic
Planned — N/A
(F) Type of Structures, Existing — Platform, bulkhead, dock/boardwalk, elevator
boatlift, Single - family dwelling, driveway
Planned — Wooden breakwater sill, bulkhead, walkway,
pier, floating platform, tie - piles, boat ramp,
deck, boat house on land
(G) Estimated Annual Rate of Erosion 6" to 12" per year
Source — Applicant placed PVC witness markers along erosion escarpment
7 HABITAT DESCRIPTION [AREA, square feet (ft2)]
DREDGED FILLED OTHER
(A) Shallow Bottom PTA AEC
±598 ft2
±730 ft2 shaded
±362 ft2 disturbed
(B) Public Trust Shorelin&AEC
±6,41'3 ft2 disturbed
() High h Ground
±600 ft2 disturbed /shaded
(D) Total Area Disturbed: 8,703 ft2 (0 2 °acres)
(E) .Primary Nursery Area. Yes (Designated by NC Wildlife Resources Commission)
(F) Water Classification- SC Open to Shellfishing No

William G Loy
Field Investigation Report
Page 2
8 PROJECT SUMMARY The applicant proposes to construct a wooden breakwater sill
within the waters of Jean Guite Creek, plant coastal wetlands plant species landward
of the sill, bulkhead a canal shoreline, construct a pier, install a floating platform with
tie- piles, construct a boat ramp, repair an existing platform, construct a boat house
within the highground and construct a lower level deck/,walkway off the single - family
dwelling
Project Setting
The site of the proposed development is located at 91 Osprey Lane, Southern Shores, Dare
County, adjacent to both a man -made canal and Jean Guite Creek
The property is ±50,262 ft2 in size and surrounded by water on three sides Elevations range,
from ±2' above normal water level '(NWL) within the easterrn portion of the site and gradually
increase to ±16' above NWL within the western portion of the site. Man made features - within
the highground area include a single - family, dwelling and a concrete /gravel driveway According
to the USDA's Natural Resources Conservation Service's Web Soil Survey, the, soil on the
property is made up of Fripp and Ousley fine sand and is vegetated with lawn grass, loblolly
pines, various, deciduous trees, deciduous undergrowth, poison ivy, wax myrtle, and Groundsel
Trees
The shoreline 'is ±600' in 'length and borders 'a man -made canal on the eastern and
southeastern "sides 'of the' property -as well- as- Jean Guite—Creek--on-- the-,western and
southwestern sides The shoreline adjacent to the canal has a ±1 5' erosion escarpment at
NWL that has a gradual elevation gain as you head inland The shoreline adjacent to Jean
Guite,Creek,has a steep erosion escarpment of ±3' at NWL and has a'sharp elevation gain as
you head inland A coastal wetland fringe =consisting of black needlerush (Juncus roemerianus),
,bulrush (Scirpus spp) and saw grass (Cladium jamaicense) is located at the southern tip of the
property where the canal opens,into Jean Guite Creek Existing structures along the shoreline
include a 24 5'x8' platform and a docking facility consisting of a 40' section of bulkhead, a
40'x6' dock/boardwalk that is 4' over the water and a 10'x10' elevator style boatlift
Existing water depths within the canal range, from ±1' below NWL to ±5' below NWL. Depths
within Jean Guite Creek are 6" below NWL at the escarpment and gradually decrease to ±2'
below`NWL where it remains constant for ±75' out into Jean Guite Creek The bottom substrate
within the project area is made up of fine sands, is littered by fallen trees /limbs.and has sparse
Submerged Aquatic Vegetation (SAV) present The waters of Jean Guite Creek and associated
canal systems are classified as SC by the Environmental Management Commission, are not
open to shellfish taking and have been designated as an Inland Primary Nursery Area (PNA) by
the NC Wildlife Resources Commission
The adjacent properties to the north are both bulkheaded One property contains a single -
family dwelling with a docking facility and the other property is the Osprey Lane right -of -way
owned by the Town of Southern Shores. Based on available information, there appears to be
no archaeological sites on this property or nearby.
Previous permitting activity on the property includes CAMA General Permit #A59940 issued on
7/1`9/2012 for the dock/boardwalk and elevator boat lift within the canal and CAMA General
Permit #A59962 issued on 8/21/2012 for the bulkhead within the canal

William G Loy
Field Investigation Report
Page 3
Development Proposal
The applicant proposes to stabilize the shoreline adjacent to the waters of Jean Guite Creek
through a combination of 'wooden sills and marsh grass plantings The sill will be ±362' in
length and will average ±22 8' waterward of NWL with a maximum distance of ±33' It will be
constructed of 8" round piles that will be washed to a depth of ±7' into the substrate with a3/4 "
gap between each piling. The proposed sill will extend V above NWL and will have staggered
openings a minimum of 5' for every 1,00' of length Water depths within the sill alignment
average ±2' below NWL and SAV's -are very sparse Upon completion, coastal wetland plant
species will be planted landward of the sill
The remaining shoreline along the canal side of the property will be stabilized by ±235' of
wooden'bulkhead The proposed alignment will have a,maxirnum and average distance of'2'
waterward of NWL and will tie into a bulkhead on the adjacent property to the north as,well as
the existing bulkheaded section along the shoreline The bulkhead will be backfilled with clean
sand fill from an upland borrow pit
The applicant proposes to construct a 55'x6' fixed pier with a floating 20'x20' T -head platform
within the waters of Jean G.uite 'Creek Two tie -piles will be associated with the platform' to
create a second formalized, slip on the property and water depths at the proposed platform are
>_2' below NWL A docking facility with a total length of ±14'5' is located ±1,35' to the north and a
docking facility with a total length of ±55' is located ±250' to the.south The pier and platform
will,be:?15', from .the'p rope dy]ines.extended,and will be less than the' /•limitation The pierwill
transition to a ±50'x6' raised walkway within the CAMA 30' buffer extending to a proposed
12'x10' lower deck within the'highground area adjacent to single - family dwelling
A 16'x16' concrete boat ramp is proposed to be installed on the canal side of the property
adjacent to the existing docking facility The ramp will be formed on land and slid into place
once curing is complete The ramp will extend ±8' waterward of 'NWL where water depths are
±2 5' below NWL and void of SAV's
Additional proposed work includes the repair of an existing 24 5'x8' platform located within the
canal and a 20'x20' enclosed building structure located ±32' landward of NWL within the
highground area, that will serve as a boat house .
Anticipated Impacts
® The construction of the breakwater sill along the proposed alignment will result in the
disturbance of ±362 ft2 of shallow bottom located in the PTA AEC
The proposed breakwater sill will enclose ±8,253 ft2 of PTA AEC
• The construction of the bulkhead along the proposed alignment will result in ±470 ft2 of
shallow bottom fill within the PTA AEC with clean fill from an upland source ( ±26 cubic
yards of fill material below NWL-) -
The proposed docking facility will result in 1_he shading of ±730 ft2 of PTA AEC
• Cumulative platform shading on the property,will be ±756 ft2

William G Loy
Field Investigation Report
Page 4
• The proposed docking facility will result in one additional slip on'the property'resultmg in a
total of two formalized slips
• The proposed boat'ramp will result in ±128 ft2 of shallow bottom fill within the PTA AEC
• The proposed development will result;in ±6,413 ft2 of'land disturbance �withm the PTS,AEC
• Total land disturbance associated with the proposed development is ±7,013 ft2
Submitted by Ron Renaldi
Date 9/1/2014
2

Dom NP -1
APPLICATION for _ j I JUL 28 2014
Mayor Development Permit; ► - _ - -- _ --
(last revised 12/27/06) -
North-Carolina DhASION'OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Applicant 1 First Name
William
MI
G
Last Name
Loy
Applicant 2 First Name
MI
Last Name
lfiadditional applicants, please attach an additional'page(s) with names listed
",Mailing Address
91 Osprey Ln
PO Box -
�Cdy
Southern Shores
State
NC
ZIP
27949
Country
Dare
Phone No
252 - 441 - 0911 ext
FAX'No
Street Address (if different from above)
City
State
ZIP
Email
greg @kdhnc com
2. Agent/ConfrbttorInformation
Business Name
n/a
Agent/ Contractor 1 First,Name
MI
L-ast,Name
Agent/ Contractor 2 First -Name
MI
Last Name
Mailing Address
PO Box
City
State
ZIP
Phone No '1
-
- ext-
Phone,No 2
- ext
;FAX' No
'Contractor #
Street Address (if different from above)
City
State
ZIP
Email
<Form continues on back>
r

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. • Project Location
-
b Size of entire tract (sq It )
578
County (can be multiple)
Street Address ( -_
State Rd #
Dare
91 Osprey Ln --- — — - - -
n/a
Subdivision Name
City
State
Zip
Southern Shores'
Southern Shores
NC
21949-
Phone No
Lot;No (s) (if many, attach additional page,w_ith list)
252 - 441 - 0911 ext
Lot 13, Block 126,
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
Pasquotank
Jean Gwte Creek
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
Curntuck Sound
e Is;proposed work within city,limits or planning jurisdiction?
f if applicable, list the planning junsdiction or city limit the proposed
®Yes ❑No
work falls within
Southern Shores
4. Site Description
a- Total length of shoreline on the tract (ft)
b Size of entire tract (sq It )
578
50,262
c Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
50,262, 1 1
NWL (normal water level) '
(If many lot sizes, please attach additional page with a list)
varies from T -16' ❑NHW or ®NWL
e Vegetation on tract �.. J.
Pine / Hardwood
f Man -made features and uses now on tract
Single family home with decks, driveway, septic tank, 40' bulkhead & warf with boatlift, and small,pier,
g Identify and describe the existing land uses adiacent�to the proposed project site
Residential
h- How does local, government zone the tract?
i Is the,proposed project consistent with the applicable,zoning?
RS -1 Residental
(Attach zoning compliance certificate, if- applicable)
®Yes ❑No ❑NA
j Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k Has a professional archaeological assessment been done for the,tract? If yes, attach a copy []Yes ❑No ®NA
If yes, by whom?
I Is,the proposed project located'in a National Registered Historic District or does it involve a []Yes ®No ❑NA
National Register;hsted or e fig ible�property?
<Form continues on next page>
252 -808 -2308 !t 888 -4RCr AST . nrvv•nr !YCC�ac,�z3s�!�raa�� >�sep![.net

Form DCM MP -1 (Page 3 of 4)
1 , �
JUL 2B 2014 E j
APPLICATION for
Major DevelopmentRermit
m (i) Are there wetlands on the site? ®Yes []No
- -- - - --
_- t
Qi) 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
1000 gallon on site, septic tank and drainfield
o Describe, existing drinking water supply source
County
p Describe,existing'storm water management ortreatment systems
Natural drainage, lot coverage &5%
5. Activities and Impacts
a Will the project,be for commercial, public, or private use? ❑Commercial ❑Public/Government
® Private /Comm_u nity
b Give a beef descnption,of purpose, -use, and daily, operations of the project when complete
Construct living shoreline for shoreline restoration and enhanced habitat on Jean Guite Creek frontage and bulkhead on
canal frontage, construct water dependant,uses'which include, the following improvements within the CAMA,AEC sill,
bulkhead, elevated walkway /pier with floating dock, boat ramp, plant marsh grass and repair existing dock
c ,Describe the proposed construction,methodo log y, types, of construction °equipment to be,used'during construction-,'the number,of each type
of equipment and where iLislto be stored
Sill /pier /bulkhead construction will requiredpile /sheet installation by jetting with a�single waterpump and geneirallynaccepted
timber construction methods and tools,for framing Boat ramp will be hand formed upland` and',poured with 3000' psi concrete
and moved into the,water after well cured All equipment will be stored well upland (50' from water) or offisite Marsh, grass
will be hand planted in areas behind sill
d List all development activities you propose
Construct,sill and bulkhead, construct elevated walkway /pier with floating dock, repair existing pier, (construct boathouse in
upland area) ,and !boat ramp Marsh grass will be planted to stabilize area between sill'and uplands
e Are the proposed activities maintenance of an existing project, new work, or both? The sill, bulkhead, boat ramp pier °and
decking are new construction, repair of
existing dock is an existing project
f What,is the approximate total disturbed land area resulting from the proposed project? ( 1,61 acres)' ❑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
n/a
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
2S2- 8GSs 2308 t- 888.4RC:Cest.3

Form'DCM MP -1 (P,age,4,of 4) APiPLICATlON for
Major Development Permit
<Form continues on back>
6. AdditionallnforMbdon -
In,addihon to this completed application form, (M15-1) the following4erhs,be/ow,,rf applicable, must,be,subindted'rn order for,the,applicatron
package, to tie complete lfems °(a) — (f) are always,,app1ca61e to any malor,development apphcabon Pfease, consult'the,apphcation
mstruction,book/et`on how•to properly prepare rife requin4,items,be16w
a, A project;narrative
b An accurate, dated'workxplat (including plan view and cross - sectional drawings) drawmto scale Please give +tlie present•status,of the
proposed project Is;anyportion already complete? ,If-previously authorized work, clearly' indicate on, maps', plats, drawings toadistinguish
betweerimork.completed and proposed
c A site or IocationGmap ,that,is�sufficiently detailed Ito guide agency personnel unfamiliar withzthe,area Wthe� site
'd A copy of the deed (with state apphcationonly)ior other instrumentunder which the applicant claims title to the,affected properties
e The appropriate applicatio-0ee Check or moneyorder made payable toOENR
f, A listof the names,and complete, addresses of.thwadlacent waterfront (riparian) landowners and signed return receiptscas proof that such
owners have feceived, a copy of the #application and plats by certified mad Such landowners must be advised that they have 30,daysain
which'to'submit comments on the proposed project to the Division of Coastal Management
Name,Charles Gill iPlione No 252 26,1 -8015
Address 93.0sprey,Ln, SouthernShoreS NC 27949
Name'To -- so�t►�+ shoic�
°'r Phone NNo �d'SX� a y ,
Address 53� 5 iV, Vhrd�n,a D Tr l SOVr ,Sti -f-iA d 4q
'Name Phone•No
Address
g A list of'previous state or federal pelf its,issued for wo(k omthwprolect tract Include permit number's; permittee, andiissumgidates
CAMA,General #A59957 issued to Greg Loy 7119/12'amended
- to # A59940'Greg,Loy 7/,19/2012 LL 0,i,/ , G
h Signed consultant or agent,aLdhonzation form, if'applicable
i Wetland delineation, ;if necessary -
I A signed AEC hazardlnotice,for projects�in oceanfronf,and inlet,areas (Must,be signed by property owner)
k A statement of,compliance with the N C Environmental Policy Act (N- C4G "S' 113A 1 .10)„ if necessary If the project involves,ekpenditure
of pubhc funds,or use of publicflands, attach a statement documenting compliance with th&North Carolina Environmental Policy Act
7,. Certification' and Permission to Enter on Land
I understand that any permit issued in response'to this application will allow only the development, described in the application
The project wdl'be'subject_'to the conditions and restrictions contained in the permit
I'certify,that I am authorized to grant, and do in fact, grantpermfssion to, representatives �of state and federal review,agencies to
enter on the aforementioned lands ,in connection with ,evabating information related to this `permit application and follow -up
monitoring of the project
I furthercertify thatthe Information provided, mlthis•application is•tfuthful to "the best of,my knowledge--, - - -
Date =_ June 19, 2014 Print Name William G -Loy f
rev J`'17 Zs; 261y
I
Signature l
r JUL 2 S 2014' i
Please indicate, application- attachments, pertaining to your proposed project
®DCM MP- 2,Ezcavation and FIII Information ❑DCM MP-5 Bridges and Culverts - -J
❑DCM MP =3 Upland Development
®DCM MP -4 °Structures Information
2S2 -3 C'8 2-808 1 -88 4RraASf vtArvr,asr w ra = &a's�a:�gt��,es�svr� .�r

'June 6,'2014 r --�' -- -
JUL 2 8 2014
CAMA Major Permit Application - Supplemental Information
Project Name: 91 Osprey Ln Living Shoreline and Site Improvements -
Question # 6a Project Narrative,
The primary,purpose of the project is to restore shoreline, at 91 Osprey Ln along Jean,Guite
Creek. This will be accomplished'by constructing,a living shoreline to enhance habitat. This
project Will create .4 acres of intertidal and shallow sub tidal salt marsh habitat in Jean Guite
Creek and adjacent lagoon. Jean Guite Creek is,adjacent;Currituck Sound and in the Pasquotank
River Basin. The project is designed to restore and enhance salt marsh habitats and reduce
erosion Created by storm activity, boat wakes and rising sea levels. The proposal includes
construction of other water dependent uses and includes the following improvements within
the CAMA AEC: Construct sill, plant marsh grass, construct elevated walkway /pier with floating
dock, repair existing pier, construct boathouse and boat ramp
The sill portion of the project will involve construction of a ±362' wooden sill along Jean Guite
Creek with openings a minimum of 5' every 100' The remainder of the can4l property will be
bulkheaded.
Project Background
Need
Living Shorelines — saltmarsh habitat creation providing an effective and
environmentally preferable erosion control measure with habitat and water quality benefits for
this primary nursery,area (MA).
APES and CHPP
Project is consistent with recommendations found in APES and CHHP planning
documents,
Funding
All funding will be provided by property owner
Project Location
Dare County,'North Carolina
Proposed Sill Project Area Description (See attached site plan and cross - section view plans):
Jean Guite Creek is adjacent Currituck Sound and in the,Pasquotank River Basin in northeastern
North Carolina in coastal Dare County The River Basin headwaters are in the Dismal "Swamp
and flow into the Atlantic Ocean through Oregon Inlet. The estuary maintains oligohaline to
mesohaline conditions ranging from .5 to 12 ppt salinity. Due to the distance from the inlet,
some 25 miles, the estuary experiences a minimal rate of'flushing and flushing is primarily
limited to .wind driven events. Tidal salt �marshes,including black needlerush (lu"ncus
roemerianus), giant cordgrass (Spartina cynosuroides) cat tails (Typha angustifolia) and duck potato
(Sagittano latifoha) occur along the estuarine shoreline and make up small islands in Currituck
Sound. Currituck Sound contains significant estuarine habitats including intact wetland areas
along its shorelines with valuable buffering and water quality benefits.
[.Type text]

Existing maritime habitats make the protected waters of Jean Guite Creek which is a PNA, a
vital area for estuarine and marine organisms foraging, migrating,.spawning and seeking refuge
a,Juveniles
Living'Shoreline Sill ,Project:
Project components will include construction of a +362' wood sill to protect and restore an
eroding estuarine shoreline. The wood sill will consist of round 8" piles washed in the sandy
bottom adjacent to one another. Marsh -grass plantings will provide added protection from
erosion
Project,Site — Living Shoreline Project:
The Living Shoreline component w_,ill be'Iocated within the Pasquotank, River Basin watershed at
a site within the jurisdiction of the Town of Southern Shores (Figure .1), A detailed location map
is attached.
r I �
+ JUL 2 8 2014
1
s _ �
[Type text]

Figure 1- Aerial view of 91 Osprey Ln Living Shoreline Project Site Showing Lagoon, Jean Guite
Creek, Currnfuck Sound and Atlantic Ocean
T,he>91 Osprey Ln Living Shoreline and Site Improvements project is a homeowner initiated and financed
- project,to provide erosion protection, enhance habitat and construct water dependent site
;improvements at•an existing single family residence The sill and bulkhead will encompass the entire lot
except for the proposed boat ramp and•existing 40' warf /dock area (figure 2) The approximate GPS
coordinates for the site are N 36 11' 27" x 75 77' 09" The property is owned by Greg and Lisa Loy which
includes, lot 13, block 126 Southern,Shores;Subdivision Project activities will occur at and below can
high water mark in the public trust waters,of North Carolina,
J U L 2 8. 2014
• F a
5
GoOgk! earth miles 3
km 5

Figure 2: Aerial view of 91 Osprey Ln Living Shoreline Project Site Showing Canal and Jean Guite
Creek
i
i
JUL 2 8 2014 i
� f
Google earth feet) 800
meters 200
[Type text]

Form DCM MP -2 JUL 2 8 2014 I
EXCAVATION and. FILL,
(ExceptIor 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
1. EXCA VA TIOM ® 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 wetlands /marsh d High- ground,excavation in cubic yards
(M), submerged aquatic ,vegetation` (SAV), shell bottom (SB),
or other wetlands (WL)� If•any,boxe� are checked gprovtd'e the .may,- _?�
-- numberofsguare'fe'taffected nr•,'
❑CW v ❑SAV ❑SB
OWL ❑None
(ii),,Describe the purpose of the excavation inthese areas_
2. DISPOSAL OF EXCAVATED MATERIAL ®This section n`ot apphcable
a Location of disposal area b Dimensions of disposal area
-
c (i) Do you claim,title to disposaliarea?
❑Yes []No ❑NA
(i) If no, attach a letter granting permission from the owner
d (i) Will a disposal,area be available for future maintenance?
❑Yes ONo ❑NA
(u) If yes, where?
e (i) Does the disposal area include any coastal wetlands /marsh f (i)'Does the disposal include' any area in the water?
(CW), submerged aquatic,vegetation (SAV), shell bottom (SB), ❑Yes ❑No ❑NA
or other wetlands (WL')? If any boxes are'checked, provide the If es, how much water area is affected?
number of square feet affected (ii ) y
❑CW ❑SAV ❑SB
OWL ❑None
(u) Describe the purpose of disposal in these,areas
Z *�•S��u28i1� ., ,� -534 �li��'��S r' ��cs� K� .�r�coas + «8��e ;�:cnsr�.as *_r�s x : €vrs ids � �1�.�6ft�6
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilisation
Length
NA
NA
NA
16'
NA
NA
NA
Width
NA
NA
NA
16'
NA
NA
NA
Avg Existing
Depth
NA
NA
NA
2 5' -3 5'
NA
NA
NA
-
Final Project
Depth
NA
NA
NA
2 5' -3 5'
NA
NA
NA
1. EXCA VA TIOM ® 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 wetlands /marsh d High- ground,excavation in cubic yards
(M), submerged aquatic ,vegetation` (SAV), shell bottom (SB),
or other wetlands (WL)� If•any,boxe� are checked gprovtd'e the .may,- _?�
-- numberofsguare'fe'taffected nr•,'
❑CW v ❑SAV ❑SB
OWL ❑None
(ii),,Describe the purpose of the excavation inthese areas_
2. DISPOSAL OF EXCAVATED MATERIAL ®This section n`ot apphcable
a Location of disposal area b Dimensions of disposal area
-
c (i) Do you claim,title to disposaliarea?
❑Yes []No ❑NA
(i) If no, attach a letter granting permission from the owner
d (i) Will a disposal,area be available for future maintenance?
❑Yes ONo ❑NA
(u) If yes, where?
e (i) Does the disposal area include any coastal wetlands /marsh f (i)'Does the disposal include' any area in the water?
(CW), submerged aquatic,vegetation (SAV), shell bottom (SB), ❑Yes ❑No ❑NA
or other wetlands (WL')? If any boxes are'checked, provide the If es, how much water area is affected?
number of square feet affected (ii ) y
❑CW ❑SAV ❑SB
OWL ❑None
(u) Describe the purpose of disposal in these,areas
Z *�•S��u28i1� ., ,� -534 �li��'��S r' ��cs� K� .�r�coas + «8��e ;�:cnsr�.as *_r�s x : €vrs ids � �1�.�6ft�6

F aRwt V9 VWP- (Excavaioo n and ,rsth, Pagte? 2 of 3)
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is.a °wood groin, use MP -4 — Structures)
a Type of shoreline stabilization b Length sill lenqth = 362' - bulkhead length 235"
®Bulkhead' ❑Riprap ®Breakwater /Sill []Other Width- maximum = 8"
c Average distance waterward of NHW or NWL Combination of sill d Maximum distance waterward of NHW or NWL Maximum
and bulkhead Average dist waterward of NWL for sill = 22 8' distance of sill from NWL = 33' Bulkhead is proposed 2'
Bulkhead is proposed 2',waterward of'NWL waterward of NWL
e Type of stabilization material f
Wood sill constructed and,marsh grass plantings as necessary to
stabilize creekside shoreline create habitahand protect,upland
Bulkhead will require somelbackfill after stump and root mat
removal
g Number of square feet of fill to be placed below water level
Bulkhead backfill 352 or least possible Riprap n/a
Breakwater /Sill,n /a Other n/a
I Source of fill`matbnal g
Cuntuck County borrow pit 1
(i) Has there, been,shoreline`erosion during preceding 12
months?
®Yes []No ❑NA
(n) If yes, state amount of,erosion,and source of erosion amount
information
6 - -12" since June 2013 as evidenced through measurements
from PVC witness markers Markers were set by property
owner in June 2013
h Type of fill material
- - : Clean sand to back
i
�-JUL 2 8 2014
• , I I
4. OTHER, FILL ACTIVITIES i - — -" - _ ®Thrs,'section not applicable
(Excluding Shoreline Stabilization)
a (i) Will fill material be brought to the site? ❑Ye-s ®No ❑NA b (i) Will fill faterial be placed in coastal wetlands /marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell3bottom (SB), or
other wetlands (WL)? If any, boxes are checked, provide,the
(n) Amount ofmatenal to be,placed iwthe`water number of square,feet affected
(m) Dimensions of fill area '
❑CW ❑SAV ❑SB
(iv) Purpose of fill
OWL ❑None
(u) Describe the purpos&of the fill in these areas
5. GENERAL
a How will excavated or fill material be kept on site and erosion b What type of construction equipment will be used (e g , draglme,
controlled? backhoe, or hydraulic dredge)?
Back fill will not be placed on site untikafter construction,of A bobcat will be used Wbackfill.bulkhead
bulkhead Fill will be placed below top'of bulkhead which °will
hold fill in place Temporary stabilization will be planted to
stabilize fill within 15 days of completion of construction
c (i) Will navigational aids be required as a result of the project? d (i) Will wetlands be crossed in,tran sporting iequip-ment to project
®Yes ❑No ❑NA site? []Yes ®N ❑
o NA
(n) If yes, explain what type and how they will be�implemented (u) If yes, explain steps that will be taken to avoid or minimize
Refiectors'will be installed on posts every 50', 2 -3' above MHW environmental impacts
6/,1b/14 - ql OspreyiLri Living Shoreline and Site Improvements
Date `. - fYK,5,4 7 ZS /` Project Name
282- 808 -2808 :. 't- 886-- 41RCCAST:: uaww.r�rcaas a €er+�r�zc�emetrt_rt revised. 12,26106

enk�d NPI, P;-gc� 3 of 3)
JUL 28 2014
Applicant Name
William Loy
Applicant Signature
0
rsvpsed. 12,,22

Form DCM MP -4 i
STRUCTURES JUL 28 2014
(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,Jomt
Application that relate to this proposed project Please include all supplemental information
1. DOCKING FACILITY /MAR/NA CHARACTERISTICS
a (i) Is the docking facility /marina
❑Commercial ❑Public/Government ®Private /Commundy
c (i) Dock(s) and /or pier(s)
(n) Number 1
(rip Length 55'
(iv) Width 6'
(v) Floating ❑Yes ®No
e- +(i) Are Platforms included? ®Yes ❑No
If yes
(n) Number 1
(m) Length 20'
(iv) Width 20'
(v) Floating ®Yes ❑No
Note Roofed areas are calcu/ated'from,dnphne dimensions
g (i) Number of slips proposed
1
(n) Number of slips-existing
1
i Check the proposed type of siting
❑ Land cut and access channel
❑Open water, dredging for basin and /or channel
®Open water, no,dredging required
❑Other, please describe
k Typical boat length 20'
m (i),Will the facility have tie pilings?
®Yes ❑No
(n) If yes number of tie pilings?
2
❑ This-section not applicable
b (Q Will the facility be open to the general public?
❑Yes ®No
d (i) Are Finger Piers included,? ❑Yes ®No
If yes
(n) Number
(m) Length
(iv) Width
(v) Floating ❑Yes ❑No
f (I) Are Boatlifts included I IYes No
If yes��
(u) Number 1
(m) Length existing
(iv) Width 8'
h Check all the types of services to be provided
❑ Full service, including travel lift and /or rail, repair or
maintenance service,
❑ Dockage, fuel, and marine supplies
❑ 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)
runabout
I (i) Will the facility be open to the general public?
❑Yes ®No
-1- 888- 4RCOAS T :: _ : 06r revised.

Forr'.." DO GM wip,.4 { —Sfri�c- Lures, N-19e 2 c't A)
2. DOCKING FACILITY /MARINA OPERATIONS ®This section �not,apphcabte
a , Check.each of the following sanitary facilities that'wdl be included in the proposedtprolect
❑ Office Toilets -
❑ Toilets for patrons, Number , Location HT e {
❑ Showers i
❑ poatholding tank pumpout, Give,type and location JUL 2 8 2014
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 (Q Give the location and number of "No Sewage Discharge" signs proposed
(u) Give the location and number of " Pumpout Available"-signs proposed
f Descnbe,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 Groe,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
What will be the marina policy on overnight and Irye- 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'prowded?
m Is the marina /docking facility proposed within a prnmarylor secondary, nursery area?
❑Yes ❑No
xS7 -0(18 28,08 — ,- SSv-hRCxOAST . ,�� _sicccanstaIman einent net � l• -:± ?7;^
-- _ —ai}_ Ti J�_.kte IF f s�tk

:1
F oRm DCM WP- (`.E"t a c Liresy P2 goe- 3 of 4)
n Is the manna /docking °facility proposed within or adjacent to any shellfish harvesting area?
[--]Yes ❑No
o Is the marina /docking,facdity proposed within or adjacent,to coastal wetlands /marsh (CW), submerged aquatic vegetation (SAV), shelllbottom
(SIB), or other wetlands (WI-)? If`any boxes are checked, provide the number of square feet affected
❑CW ❑SAV ❑SB
❑WL ❑None
p Is the proposed manna /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 app(icable
a (i) Is "the boathouse structure(s)
❑Commercial ❑Pubhc/Government
❑Pnvate /Community
(u) Number � JUL 2 8 2f).4 �
(m) Length E
(iv)' width
Note Roofed areas are calculated from dnphne dimensions - f
14., GROIN (e g, wood, sheetprle, ,etc If a rock,groin, use MP -2, Excavation and,Fill) ®,This,sechon not applicable
a (Q Number
pq Length
(iii) Width
5. BREAKWATER (e g, wood, sheetprle, etc) ❑This section not applicable
a Length .362' b Average, distance from NHW, NWL, or wetlands
22 8'
c Maximum distance beyond NHW, NWL or wetlands
33'
6. MOORING PILINGS and BUOYS ®This section not applicable
a Is the structure(s) b Number
❑Commercial ❑Public/Government ❑Pnvate /Community
c Distance to be placed beyond shoreline d Description of buoy (color, inscription, size, ahchor, etc )
Note This should be measured from marsh edge, if present
e Arc df the swing n/a
7. GENERAL
252 - 808 -2808 :, I -888-4R-COAST wvrvv.rccr_ s¢�ts�o �-e€eat ise�
revised; 1212,! 66

0
• 'a Proximity °of structure(s) to adjacent riparian property lines
Sill and bulkhead ties to adjacent property bulkhead
Note For`buoy or mooring ptlrng, use arc °of swrng,includrng length
of vessel
c Width of water body
Varies Canal is + 90' and creek is + 980'
e (i) Will navigational aids be required as a result of the project?
®Yes []No []NA
(u) If yes, explain what type,and how they will be implemented
Reflectors on poles above structure
b Proximity of structure(s) to adjacent docking facilities
Floating dock is 54' from adjacent,pier which is the closest
adjacent facility The proposed structure(s) are in a
residential area with multiple.docking,facdities <Additional
existing structures are in excess of 54' from proposed
structures
d Water depth at watenvard end of structure at NLW or NWL
2' NVVL of proposed.sill
8. OTHER
❑Ti is section not,apphcable
a Give complete,descnption
Included,improject are constructiomof a living ,,shoreline for,shoreline restoration and enhanced habitat on Jean Guite Creek and
bulkhead on canal The applicant will construct water dependant uses which° Include, 'the following improvements within the
CAMA AEC Construct sill, plant marsh grass, construct bulkhead, construct elevated walkway /pier with floating dock, repair
existing pier, and construct boat ramp
J1
Date
6/19/1.4
Project Name
91 Osprey Ln Living Shoreline and Site Improvements
Applicant Name
V�6arn G Loy �1
Applicant Signature
ti _vE� =s• € t- L':.5,«4i f AVVV .ra� -e aEr _rti,c rrp_€i2t
f
JUL 2
j 8 2014

,MAJOR PERMIT FEE MATRIX
Applicant: La.
It
Selection
Development Type
Feel
DCM %
DW® %
(114300 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
r
development that does not
$406
100%($400)
0%($0)
involve the filling or
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, deterrri ine if A,
B, C, or D below applies
III(A) Private, non-
commercial development, if
$250
1,00% ($250)
0%($0)
General Water Quality
Certification No 3490 (See
attached ) can be applied
HI(B) Public or commercial
development, if General
El/
34,00
100%($400)
0%($0)
Water Quality Certification
%
No 3490 (See attached)
can be applied
III(C) If General Water
Quality Certification No
$400
60%($240)
40%($1601)
-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 Water
Quality,Certrfication No
$400,
60% ($240)
40%($160),
/
3490 (see attached) cannot
be applied
/
IV. For developmentthat
Ej/
involves the filling and /or
$475
60% ($285)
40% ($190)
excavation �of more than
one acre of'-wetlands ,and /or
open water areas

NOTES
ONC, DRIVE-AREA =•1479s .fl VlCIiVITYM14P
- TAL COVERAGE A REA =4,259sq.ff.(8.590) Me Pe s o NTS
2 Ywt nE �
IMP ate `' r
Shoreline I 32
b t Wod Bulkhead Jean Guite
8 +n1YV11W.v iA. LY.. .�J MlLYL.G.�aluiN
/ - e nNA•
Creek
n 1 / r same tron
Xj4J' � J `' P,QO�I�%�i�S/t�lflJG s Reber At Gm fe' _
JUL 2 8 2014
o 'i� /,d X l;? o � ` �s s
1 Story Wood e ''2 g EL'1ld,f E'1r' GII'Y:
Pa` Fx
Frame Dwelling
On Full Story ryy 58.9'
C O
M U Foundation Walls tD
51 LL =7'
12 if
ey#SnN&
`�a \Std ADS Conc Drive cb�
guuelcm
�I
° , 8eFi1NS
13 Y•: 1489'
Lla
IC
VD0
fizalwo 00,W,
EklCLpsLCD Dp/FiNralS� ravel Dnve �My1
\ RcPlrrK \` Men 070ekWcmd _
Existing Mon AtGra* c
Wood Dock `r
o _
Catv NOg'S229 °
E a'' 13500, Ron nrG-mae
s�
N44° 1
jO� r F _` �`a_ 136 60'5 W
Xisri
Approxlln`nate
LEGEND r(ShoreNne
-EX PIPE __ +!
•, -Ex RESAR SET REBAR Canal ' s6reYL� DdsCng PlC Ned
/ CL lm
�KOaflOSt U YnJCk t�Ct6rj r ( O rye
® - EX CONC. MON -nz ,Tv all;mAI 6 r'�� `4spha/! k
C] - CONC MON SET
A - 0CPA(NAII BIJLKI�CAd t2NWl. ROadw`�Y
®- CALC' COR Wood Bulkhead
FIBER OPTIC
p ( - CATV PED, -
�uenuTr an�iti,
—'' -NWL
REC RDED REFERENCE PIN NO
M. . ,3 PG. X72 986790255710
REC OPDED DEED PARCELID#
D, 9834, PG, 392 022576000
FIA M ZONE FIR M °MAP
AE .0' 3720986700J
1, A WEE, FUREL CERTIFY THAT "UNDER MY
,DIR CTION,AND SUPERVISION THIS PLAT -WAS
'DRA IWV FROM AN - ��F(1 SURVEY AS,PE
RE RDED DE��1 rEl1'r7� IE RATIO OF
PRE ISION S� e r4TE j►1 ��J00 +, THAT
PLA' ,WAS WITH
,NC. ,C.,TI 1!' APTER,58►' CT AL
W17, WI ESSYf�f4� / T S
s
1 L 92
IF THIS SEAL IS ABSENT, THIS PLAT IS TO BE C NO SIDERED
PRELIMINARY, NOT TO BE USED,FOR RECORDATION,
CONVEYANCE. AR SITE, SEPTrC APPRAVAI
Rey. ,Y21112 Wood Dock
ATE R jFV, 7t is f I y SURVEY FOR
V2>/>2
ILENO William G. Loy
A
2 -495A & MO. Lisa Loy
fM= y0, -
RAM Lot 13, Block 126
JEF
NECKED Southern Shores
✓EF
A 77-ANTIC TOWNSHIP DARE COUNTY NORTH CAROLINA
L—rn S ERN
GEOMATICS, ILL G
"PROFESSIONAL, SURVEYING SERVICES"
P.O. BOX 9'026
(305 Soundview Drive) FIRM LIC#: P -0733
KILL DEVIL HILLS, NC. 27948 PHONE/ FAX 252 -441, -4590
1.
REA BY COORDINATE COMPUTATION= 50,262sq.ft.
2. F.
I.R.M ZONE SUBJECT TO CHANGE BY F EM A
3, 1
IS THE SOLE.RE'SPONSIBILITYOF THE ' PERMITTING
UN/CIPAL.ITY TO VERIFY SITE-COMPLIANCE WITH ALL
J
r t t Pi � PI-L- t 5
RDINANCES, ZONING, & SETBACKS REQUIREMENTS
lOR TO THE ISSUANCE
4
OF PERMITS. SURVEYOR
MAKES
NO CERTIFICATION AS TO COMPLIANCES EITHER
, / '
OWN OR IMPLIED. b•
v
4. 7,
HIS SURVEY IS SUBJECT"MANY'FACT,S THAT MA Y BE
I
I SCLOSED' BYA'FULL AND ACCURATE TITLE SEARCH
P►�o+�DSEo 2ar2a+
5. C
OVERAGEAREA �c.n�r►nt ci Pc�rt�t�o2N�
WELLING AREA =Z009sq.f .
ECKIS-T,EP AREA= 771sq,ft. _
ONC, DRIVE-AREA =•1479s .fl VlCIiVITYM14P
- TAL COVERAGE A REA =4,259sq.ff.(8.590) Me Pe s o NTS
2 Ywt nE �
IMP ate `' r
Shoreline I 32
b t Wod Bulkhead Jean Guite
8 +n1YV11W.v iA. LY.. .�J MlLYL.G.�aluiN
/ - e nNA•
Creek
n 1 / r same tron
Xj4J' � J `' P,QO�I�%�i�S/t�lflJG s Reber At Gm fe' _
JUL 2 8 2014
o 'i� /,d X l;? o � ` �s s
1 Story Wood e ''2 g EL'1ld,f E'1r' GII'Y:
Pa` Fx
Frame Dwelling
On Full Story ryy 58.9'
C O
M U Foundation Walls tD
51 LL =7'
12 if
ey#SnN&
`�a \Std ADS Conc Drive cb�
guuelcm
�I
° , 8eFi1NS
13 Y•: 1489'
Lla
IC
VD0
fizalwo 00,W,
EklCLpsLCD Dp/FiNralS� ravel Dnve �My1
\ RcPlrrK \` Men 070ekWcmd _
Existing Mon AtGra* c
Wood Dock `r
o _
Catv NOg'S229 °
E a'' 13500, Ron nrG-mae
s�
N44° 1
jO� r F _` �`a_ 136 60'5 W
Xisri
Approxlln`nate
LEGEND r(ShoreNne
-EX PIPE __ +!
•, -Ex RESAR SET REBAR Canal ' s6reYL� DdsCng PlC Ned
/ CL lm
�KOaflOSt U YnJCk t�Ct6rj r ( O rye
® - EX CONC. MON -nz ,Tv all;mAI 6 r'�� `4spha/! k
C] - CONC MON SET
A - 0CPA(NAII BIJLKI�CAd t2NWl. ROadw`�Y
®- CALC' COR Wood Bulkhead
FIBER OPTIC
p ( - CATV PED, -
�uenuTr an�iti,
—'' -NWL
REC RDED REFERENCE PIN NO
M. . ,3 PG. X72 986790255710
REC OPDED DEED PARCELID#
D, 9834, PG, 392 022576000
FIA M ZONE FIR M °MAP
AE .0' 3720986700J
1, A WEE, FUREL CERTIFY THAT "UNDER MY
,DIR CTION,AND SUPERVISION THIS PLAT -WAS
'DRA IWV FROM AN - ��F(1 SURVEY AS,PE
RE RDED DE��1 rEl1'r7� IE RATIO OF
PRE ISION S� e r4TE j►1 ��J00 +, THAT
PLA' ,WAS WITH
,NC. ,C.,TI 1!' APTER,58►' CT AL
W17, WI ESSYf�f4� / T S
s
1 L 92
IF THIS SEAL IS ABSENT, THIS PLAT IS TO BE C NO SIDERED
PRELIMINARY, NOT TO BE USED,FOR RECORDATION,
CONVEYANCE. AR SITE, SEPTrC APPRAVAI
Rey. ,Y21112 Wood Dock
ATE R jFV, 7t is f I y SURVEY FOR
V2>/>2
ILENO William G. Loy
A
2 -495A & MO. Lisa Loy
fM= y0, -
RAM Lot 13, Block 126
JEF
NECKED Southern Shores
✓EF
A 77-ANTIC TOWNSHIP DARE COUNTY NORTH CAROLINA
L—rn S ERN
GEOMATICS, ILL G
"PROFESSIONAL, SURVEYING SERVICES"
P.O. BOX 9'026
(305 Soundview Drive) FIRM LIC#: P -0733
KILL DEVIL HILLS, NC. 27948 PHONE/ FAX 252 -441, -4590

l C;
2
Y �N
E ,
t
j JUL 2 8 2014
4

3 or3
Bulkhead
VIEW FROM SIDE
JUL 2 8 2014
Erosion Escaroment