20150200 Ver 1_CAMA Application_20150219

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
February 12, 2015
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Donald R. van der Vaart
Secretary
201 50200
Karen Higgins
Division of Water Resources
Daniel Govoni
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Re
Clyde B. Case III
Project Location: Carteret County, at 233 Deep Bay Drive, along the Bogue Sound, in Newport.
Proposed Project: Proposes a pier extension to a private residential pier, platform, boatlifts, slip
addition and jet -ski lift to an existing 1 -slip docking facility.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
March 4, 2015 If you have any questions regarding the proposed project, please contact Heather Styron,
Permit officer at (252) 808 -2808. Ext. 216. When appropriate, in -depth comments with supporting data is
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 _
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone [phone] FAX [phone] Internet, www nccoastaimanagement net
An Equal Opportunity / Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELID INVESTIGATION REPORT
1. APPLICANT'S NAME Clyde B. Case III
2. LOCATION OF PROJECT SITE. 233 Deep Bay Drive along Bogue Sound, in
Newport, Carteret County.
Photo Index - 2006: 41 -5046 grids I &J (22)
2000: 41 -517 grids P &Q (22)
State Plane Coordinates - X: 2634650 Y: 362158
Longitude: 34 °43'35.51 Latitude: 76 °53'15.56
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 2/4/15
Was Applicant Present — No
Photos Taken — Yes
5. PROCESSING PROCEDURE: Application Received -
Officially Submitted 1/21/15
Complete — 1/21/15
Office - MHC
6 SITE (DESCRIPTION:
(A) Local Land Use Plan — Carteret County- Certified 12/22/2010
Land Classification from LUP — Limited Transition/Conservation
(B) AEC(s) Involved- EW, PTA
(C) Water Dependent: Yes
(D) Intended Use Private
(E) Wastewater Treatment. Existing — Onsite Septic System
Planned - None
(F) Type of Structures Existing — House, driveway, pool, keystone retaining wall
Planned- pier extension, boatlifts, het -ski lift, platform
(G) Estimated Annual Rate of Erosion N/A
Source — N/A
7. HABITAT DESCRIPTION.
DREDGED FILLED OTHER
(A) Open water (over SAV)
N/A
N/A
2,620ft2 Shaded
2,620ft2 Inc.
(D) Total Area Disturbed- 2,620 ft2
(E) Primary Nursery Area: No
(F) Water Classification: HQW /SA Open Yes
8. Project Summary.
The proposed project is for a pier extension to an existing private residential pier, platform,
boatlifts, slip addition and jet -ski lift to an existing 1 -slip docking facility along Bogue
Sound

Field Investigation Report
Clyde B Case III
233 Deep Bay Drive
Page 2 of 4
9 Narrative Description
The Clyde Case project is located at 233 Deep Bay Drive within Newport,
Carteret County. The site is found by following highway 24 east past the Gales Creek
Bridge. It is approximately 3,623' ( 69 miles) east of the Gales Creek Bridge. You will turn
south onto the entrance road of Deep Bay subdivision (Deep Bay Drive), which is the next
road east of the Ted and Jewel Ivey property. The Ivey Property is distinguished by a black
rod iron type fence with stone columns. Turn right onto Deep Bay Drive once you pass this
area (stone columns for the Ivey Property) The Case property is located at the end of Deep
Bay Drive and along the North Side of Bogue Sound.
The residential property is .522 acres (22738.32sf) in its entirety and 10' above nhw. Bogue
Sound runs along the south side of the property. The upland vegetation mainly consists of
lawn grasses, shrubs, and oak trees. There is a 45' x 125'section (total combined wetland area)
of 404 jurisdictional transitional wetlands and coastal wetlands along the 125' of shoreline on
Bogue Sound which consists of Spartina alternaflora (smooth cordgrass), Spartma patens (salt
meadow cordgrass and Juncus romerianus (black needlerush). The waters of Bogue Sound
have approximately 2.5'lunar tidal amplitude.
The Division of Water Quality classifies this area as HQW /SA Waters. This area of Bogue
Sound is not designated as a Primary Nursery Area and is open to the taking of shellfish. The
Carteret County Land Use Plan classifies this area as Limited Transition with Conservation
within the AECs. Although the ICW is located approximately 1,402' from the proposed pier
there is a historic navigation channel north of the ICW that is utilized within this area This
channel would be located approximately 483' south from the proposed development. Water
depths within this project location are -2 O'nlw /mlw with connecting water depths of -2 7' plus
nlw /mlw. The bottom substrate is sand. Bogue Sound is approximately 11,545' wide at this
location.
10) Proposed Development:
The applicant wishes to add a pier extension, relocate an existing boatlift, add abet -ski lift,
add a new slip area with boatlift and a covered platform to the existing 1 -slip private
residential docking facility in order to avoid SAV habitat and obtain deeper water.
The water depths over SAV habitat and a sandy shoaled SAV area < -1' nlw /mlw. The
applicant is proposing to construct a 4 5' x 404' pier (from the edge of marsh), a 16' x 29'
partially covered (18' x 20' covered area) platform, two boatlifts (includes relocated
boatlift) and a 5' x 8' single pole swing het -ski lift stored over the platform. The distance of
all portions of the proposed docking facility would be a maximum of 578' from the
waterward edge of marsh. In order to achieve the necessary depths to extend beyond the
shallow bottom SAV habitat, the pier would need to exceed 400' from the waterward edge
of marsh Field observations by DCM staff verified that the water depths from 400' to 578'
would maintain the required rate of l' of fall and would reach deeper water depths

Field Investigation Report
Clyde B. Case III
233 Deep Bay Drive
Page 3 of 4
(> 2' nlw) over SAV habitat.
The pier would continue south over SAV habitat and open water for 404'. Due to SAV
habitat and shallow water depths within this area, the applicants are proposing a height of
6.5' above the SAV substrate and a pilings span of 10' wide within the SAV area. The
SAV habitat appears to end approximately 560' from the waterward edge of marsh The
pier would intersect a 16' x 29' T -head platform (which includes an 18' x 20' roofed area).
There would be a 5' x 8' single -pole swinging het -ski lift located along the east side of the
proposed platform. The het -ski lift would be stored over the proposed platform when not in
use. There would also be two 13' x 13' boatlifts located on the east and west side of the
proposed platform. This includes the relocated boatlift from the existing pier. The most
waterward portion of the boatlifts and platform would not exceed a maximum distance of
577' from the waterward edge of marsh. All parts of the docking facility would be
landward of the historical channel (approximately 483' landward) and a distance of 24'
from the western riparian access line and 25' from the eastern riparian access line There
would be a total of two slips (one existing and one new). The water depths within the
proposed slip areas are an average of -2.0' nlw /mlw with connecting water depths of -2.9'
plus nlw /mlw The pier to the west along the same shoreline is approximately 2000' away
and extends into Bogue Sound approximately 577' The adjacent neighbor to the west
(Ivey) was also permitted for a docking facility that extended a total length of 470' from
the waterward edge of marsh. The longest pier to the east is approximately 1,430' away
and extends a maximum of 420' into Bogue Sound. The proposed docking facility (577'
from the waterward edge of marsh) would not exceed the existing pier head length to the
west and would not encroach within any traditional navigation routes within the area. The
applicants proposed to extend a maximum of 591' from the edge of marsh, however, the
SAV shoal within the applicant's riparian area ends approximately 560' and the water
depths at 577' are -2' nlw /mlw or greater, therefore the additional 14' proposed by the
applicant would not be necessary. This would also allow the proposed pier to remain
within the existing pier head length to the west.
11 Anticipated Impacts:
The proposed dock extension (includes platforms and boatlifts) would shade and
incorporate 2,620ft2 of shallow- bottom SAV habitat The development would provide a
total of two slips The placement of the het -ski lift would not be considered a permanent
slip because it would be stored over the platform when not in use. The proposed placement
of the pier, platform and boatlifts would reduce incidental prop scarring and prop dredging
of the existing SAV habitat, because of the deeper water depths ( >2' nlw) within the
proposed pier location and the shorter distance that the applicants would need to traverse in
order to reach the deeper water This proposal as designed has the potential to help
preserve SAV habitat and shoal area closer inland. The increase in suspended sediment and
turbidity levels from the pier placement would be temporary, and occur while the pier

Field Investigation Report
Clyde B. Case III
233 Deep Bay Drive
Page 4 of 4
placement is taking place. Turbidity should be minimal given the sandy bottom
composition and open water. The location of the proposed docking facility should not be a
hindrance to navigation as the proposed development would be located approximately 483'
landward (north) of the historic navigation channel and would remain within the
established pier head length to the west. There would be a total of 2 slips once the project
is completed.
Name: Heather M. Styron Date: 2/11/15 Office: Morehead City

h
? ,
Kathy B. Vinson, AIC P
Comprehensive Land Use Planning and Development Assistance
P.O. Box 827
Morehead City, NC 28557
January 21, 2015
Ms. Heather Styron
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Re: Mayor Permit Application
Clyde B Case, III
233 Deep Bay Drive
Newport, North Carolina
Dear Heather.
Office 252.354.4916
Fax [phone]
Enclosed are the major CAMA permit application and one copy of project plans prepared on behalf of
Clyde Case for improvements to his property located at 233 Deep Bay Drive, Newport, North Carolina
Mr. Case proposes to extend an existing pier, relocate an existing boatlift, and install an additional boatlift
and single -pole jet -ski lift.
Mr Case's check #2521 in the amount of $250.00 for the permit application fee is also enclosed. The
adjacent riparian neighbors have been notified of the project plans by certified mail. Green card return
receipts will be submitted to you as soon as they are returned by the Post Office. I will provide the
additional required large- format copies once your review is complete.
Thank you for your assistance with this project Please call me at 252- 240 -9297 if you have questions or
need additional information. I look forward to working with you on this project
Sincerely,
Kathy B. mson, AICP
Enclosures
h II- ", � , yj" -,'
4 "4'l rs ad y

233 Deep ay "!'JC'
January 21, 2015
Prepared by:
Coastal Planning Services, Inc.
P.O. Box 827
Morehead City, north Carolina 28557
Telephone [phone]
v
.�v „

rqr �
Clyde B. "Casey" Case, 111
Major CAMA permit Application
January 21, 2015
Contents
Application Documents
DCM MP —1 Application
DCM MP —4 Structures
Project Narrative
Introduction
Site Description
Project Description
Construction Methods
Authorized Agent Letter
Property Deed
Notification to Adjacent Riparian Property Owners
Project Plans
Sheet 1 of 2
Sheet 2 of 2 (supplement)
P - E''/r_

(last revised 12/27/06)
�,
North Carolina DIVISION OF COASTAL MANAGEMENT
9. Primary Applicant/ Landowner Information
Business Name
Business Name
Project Name (if applicable)
Coastal Planning Services, Inc
N/A
N/A
Agent/ Contractor 1 First Name
MI
Applicant 1 First Name
MI
Last Name
Vinson
Agent/ Contractor 2 First Name
Clyde
B
Case, III
Applicant 2 First Name
MI
Last Name
City
State
N/A
827
Morehead City
NC
If additional applicants, please attach an additional page(s) with names listed
Phone No 1
Mailing Address
PO Box
City
State
252 US Hwy 70 West
N/A
Havelock
Contractor #
NC
ZIP
Country
Phone No
Street Address (if different from above)
FAX No
28532
USA
252 - 259 - 1098 ext N/A
N/A - -
Street Address (if different from above)
City
State
ZIP
233 Deep Bay Drive
Newport
NC
28570 -
Email
Casey @themilitaryclub com
2. Agent/Contractor Information
Business Name
Coastal Planning Services, Inc
Agent/ Contractor 1 First Name
MI
Last Name
Kathy
B
Vinson
Agent/ Contractor 2 First Name
MI
Last Name
N/A
Mailing Address
PO Box
City
State
827
Morehead City
NC
ZIP
Phone No 1
Phone No 2
28557
252 - 240 - 9297
ext N/A
252 - 354 - 4916 ext N/A
FAX No
Contractor #
252 247 5875
N/A
Street Address (if different from above)
City
State
ZIP
N/A
-
Email
kbvinson @ec rr corn
<Form continues on back>
a _t.
252-808-2808 ,. 888- 41RC0A T

Form DCM MP -1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd #
Carteret
233 Deep Bay Drive
N/A
Subdivision Name
City
State
Zip
Deep Bay
Newport
NC
28570-
Phone No
Lot No (s) (if many, attach additional page with list)
252 - 259 -1098 ext N/A
2,
a In which NC river basin is the project located
b Name of body of water nearest to proposed project
White Oak
Bogue Sound
c Is the water body identified in (b) above, natural or manmade?
d Name the closest major water body to the proposed project site
®Natural ❑Manmade ❑Unknown
Bogue Sound
e Is proposed work within city limits or planning jurisdiction?
f If applicable, list the planning jurisdiction or city limit the proposed
❑Yes ®No
work falls within
Carteret County
4. Site Description
a Total length of shoreline on the tract (ft )
b Size of entire tract (sq ft )
125
22,738 32
c Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
22,738 32, 1 1
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
+/- 10 feet ®NHW or ❑NWL
e Vegetation on tract
Trees, grass, landscape vegetation, coastal wetlands, 404 wetlands
f Man -made features and uses now on tract
Single -family residence, residential swimming pool, retaining wall, dock with boatlift
g Identify and describe the existing land uses adjacent to the proposed project site
Residential
h How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
R -20
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k Hasa professional archaeological assessment been done for the tract? If yes, attach a copy ❑Yes ®No ❑NA
If yes, by whom? N/A
I Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
iC.ar. ia.e.4:n�esc nn mnwf mannl
m (i) Are there wetlands on the
(n) Are there coastal wetlands on the site?
(m) If yes to either (i) or (n) above, has a delineation been conducted?
(Attach documentation, if available)
®Yes ❑No
®Yes []No
®Yes ❑No
­1

Form DCM MP -1 (Page 3 of 5)
n Describe existing wastewater treatment facilities
Individual septic system
o Describe existing drinking water supply source
West Carteret Water Corporation
p Describe existing storm water management or treatment systems
None
APPLICATION for
Mayor Development Permit
5. Activities and Impacts
a
Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Government
®Private /Community
b
Give a brief description of purpose, use, and daily operations of the project when complete
The docking facility will provide water /boating access for owners of the property and their guests
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
One barge with pile- driving equipment will be used for construction of the dock It will be stored in deep water
d
List all development activities you propose
Pier extension with platform, single -pole let ski lift, and a total of two boat lifts (one new, another to be relocated from existing
platform),
e
Are the proposed activities maintenance of an existing project, new work, or both? New
f
What is the approximate total disturbed land area resulting from the proposed project? none ❑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
Sheet flow runoff to Bogue Sound
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 [DNA
j
Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal
<Form continues on back>
6. Additional Information
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete Items (a) — (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
252 -808 -2808 ,. 1- 88S- 4RCOAS3 _, e9a4r�v -sir casti�aa�ar� �as�e W.s�e:

Form DCM MP -1 (Page 4 of 5)
APPLICATION for
Major Development Permit
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 mad 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 Elmer T Sprinkle, III
Phone No 252 -499 -9089
Address 243 Deep Bay Drive, Newport, NC 28570
Name Bruce J Downey, Jr
Phone No
Address 206 East Seagull Way, Hubert, nc 28539
Name
Phone No
Address
g A list of previous state or federal permits issued for work on the project tract Include permit numbers, permittee, and issuing dates
None known
h Signed consultant or agent authorization form, if applicable
i Wetland delineation, if necessary
I A signed AEC hazard notice for projects in oceanfront and inlet areas (Must be signed by property owner)
k A statement of compliance with the N C Environmental Policy Act (N C G S 113A 1 -10), if necessary If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application
The project will be subject to the conditions and restrictions contained in the permit
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow -up
monitoring of the project
I further certify that the information provided in this application is truthful to the best of my knowledge
Date _January 21, 2015 Print Name Kathy B Vinson, Agent
Signature
'PIN,
Please Indicate application attachments pertaining to your proposed project
❑DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development
®DCM MP -4 Structures Information
a �S�S SPJ 1 -838 4RCOAST rn,- ,r, cas,�,_-lxn a r.ag err, ent.n ��I

Form DCM MP-1 (Page 5 of 5)
APPLICATION for,
Major Development Permit
252 - 806 -2808 . I - 8 8 RE - 4 R C 0 -4 S T - . -Ty 1w vv = r c c c a la t F J rn a pra n g a rn -- n t . n e t

TX- i M, 4w C r r' , r- - 11i
�S WTI �1 did
(Construction ioen w1tthi n llaubUlle Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information
'. DOCKING FACILITYIMARINA CHARACTERISTICS ❑This section not applicable
a (i) Is the docking facilely /manna b (i) Will the facility be open to the general public?
❑Commercial ❑Public/Government ®Private /Community ❑Yes ®No
c (i) Dock(s) and /or pier(s)
d (i) Are Finger Piers included? ❑Yes ®No
(ii) Number one
If yes
(ni) Length 404' (extension)
(u) Number
(iv) Width 4 5' (extension)
(iii) Length
(v) Floating []Yes ®No
(iv) Width
(v) Floating ❑Yes [--]No
e (i) Are Platforms included? ®Yes ❑No
f (i) Are Boatlifts included? ®Yes ❑No
If yes
If yes
(ii) Number one new platform
(ii) Number two (one existing to be relocated and one
(iii) Length 16'
additional boatlift), plus one single -pole )et ski lift
(iv) Width 29'
(iii) Length 13'
(v) Floating ❑Yes ®No
(iv) Width 13'
Note Roofed areas are calculated from dnpbne dimensions
Jet ski lift measures 5'x 8'
g (i) Number of slips proposed
h Check all the types of services to be provided
1 new slip, for a total of 2 slips
❑ Full service, including travel lift and /or rail, repair or
(it) Number of slips existing
maintenance service
❑ Dockage, fuel, and marine supplies
1
® Dockage ( "wet slips ") only, number of slips 2
❑ Dry storage, number of boats
❑ Boat ramp(s), number of boat ramps
❑ Other, please describe
i Check the proposed type of siting I Describe the typical boats to be served (e g , open runabout,
❑ Land cut and access channel charter boats, sad boats, mixed types)
[]open water, dredging for basin and /or channel open runabout
®Open water, no dredging required
[]Other, please describe
k Typical boat length 23' - 25' 1 (1) Will the facility be open to the general public? ''EC VF-L)
m (i) Will the facility have tie pilings [--]Yes ®No AM
❑Yes ®No
(n) If yes number of tie pilings
N/A
2, DOCKING FACILITY /MARINA OPERATIONS [:1 This section not applicable
252 - 803 -2308 oa 1- 836,RCOAST feWsad. 12/27106

FOR-M, MR P_4 ( r��� ��� a� Paige 2 ott 4)
a Check each of the following sanitary facilities that will be included in the proposed project
Office Toilets
IC y �✓❑I Toilets for patrons, Number , Location
❑ Showers
❑ Boatholding tank pumpout, Give type and location
b Describe treatment type and disposal location for all sanitary wastewater
None
C Describe the disposal of solid waste, fish offal and trash
Waste receptacles located on high ground
d How will overboard discharge of sewage from boats be controlled?
None
e (i) Give the location and number of "No Sewage Discharge" signs proposed
None
(u) Give the location and number of " Pumpout Available" signs proposed
None
f Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products
N/A
g Where will residue from vessel maintenance be disposed of?
N/A
h Give the number of channel markers and "No Wake" signs proposed None
i Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality
None
j What will be the marina policy on overnight and live- aboard dockage?
N/A
k Describe design measures that promote boat basin flushing?
N/A
I If this project is an expansion of an existing marina, what types of services are currently provided?
Not an existing marina
E-!VID
m Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ®No a :IS5
n Is the marina /docking facility proposed within or adjacent to any shellfish harvesting areas �.� ;vlu�, ; t_Y,
❑Yes ®No
o Is the marina/docking facility proposed within or adjacent to coastal wetlands /marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected
®CW none for new section, approx 64 sf shaded for exlstmq pier section ®SAV _approximately 464 sf shaded for new pier section,
approx 1,033 sf shaded for existing section ❑SB
[OWL none for new section, approx 31 sf shaded for existing pier section ❑None
252 -808 -28618 sa 1- 8884RCOAS-T 9evised. 12127106

F�Irnn Dchl cif` P -fit (st'rucAmess, paqe 3 of )
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
N/A
3. BOATHOUSE (including covered lifts) ® This section not applicable
a (i) Is the boathouse structure(s)
❑Commercial ❑Public/Government ❑Private /Community
(u) Number
(in) Length
(iv) Width
Note. Roofed areas are calculated from dnphne dimensions
4. GROIN (e.g, wood, sheetprle, etc If a rock groin, use MP -2, Excavation and Fill) ®This section not applicable
a (r) Number
(n) Length
(m) Width
�5. BREAKWATER (e g, wood, sheetpile, etc) E] This section not applicable
a Length b Average distance from NHW, NWL, or wetlands
c Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a Is the structure(s) b Number
❑Commercial ❑Public/Government ❑Pnvate /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
7. GENERAL
a Proximity of structure(s) to adjacent riparian property lines b Proximity of structure(s) to adjacent docking facilities
24' to the west, 25' to the east 237' to the west, 239' to the east
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
+/- 13,000 feet -2 0 NLW /MLW
e (r) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(n) If yes, explain what type and how they will be implemented
N/A
6. OTHER ®This section not applicable
25P-8138-2808 r, , TeAlsed'e 12/27/0+

a Give complete description
January 21, 2015
Date
Project Name
Clyde B Case, III
Applicant Name %
Appl cant Sign ure
252 -808 -2808 ee 1- 888- 4RCOAS"t revised: 12/27/06

Clyde B. Case, III
Carteret County
Project Narrative
Introduction
Clyde Case is the owner of a single - family residential property located adjacent Bogue Sound at
233 Deep Bay Drive in Carteret County. He proposes to extend an existing pier located at his
home and construct an additional platform at the waterward end of the extension. He also
proposes to relocate an existing boatlift to the new platform, install an additional boatlift (for a
total of two boatlifts), and install a single -pole jet -ski lift.
Site Description
The project site is Lot Number 2 of the Deep Bay Subdivision. The subdivision is located on
Highway 24 in western Carteret County, just east of the intersection with Hibbs Road.
The project site includes a single- family residence and swimming pool, with landscaping
consisting of trees, grass, and shrubs. The shoreline along Bogue Sound measures 125 linear
feet along Normal High Water (NHW) and is bordered by a fringe of coastal wetlands measuring
approximately 20' to 30' in width. A narrow area of 404 wetlands 10' to 20' in width adjoins
the coastal wetlands. An existing retaining wall is located just landward of the 404 wetlands
NHW and coastal wetland lines were recently delineated by staff of the Division of Coastal
Management and are depicted on project plans, as surveyed by Charles A. Rawls and
Associates, PA. Federal (404) wetlands on the site are also shown on project plans.
Submerged aquatic vegetation (SAVs) is observed in shallow waters adjacent the shoreline.
Deep water ( -2' NLW /MLW or greater) is found approximately 570' offshore measuring from
the waterward edge of coastal wetlands.
An historic channel used by local residents to access deep water is visible on aerial photos of
the area. The location and orientation of the historic channel were used to determine the
riparian corridor for the Case project site and adjacent properties. The Atlantic Intracoastal
Waterway (ICW) is located approximately 880' beyond the edge of the deep water historic
channel.
Clyde B. Case, III
Major CAMA Permit Application
January 21, 2015 J+ ` Page 1

The waters of Bogue Sound at the project site are classified as SA HQW by the Environmental
Management Commission and are open to the harvesting of shellfish. Bogue Sound is
approximately 13,000 feet wide at this location. There are no known shellfish leases adjacent to
or within close proximity of the project.
Single- family residential lots are located adjacent the Case property. Elmer "Skip" and Allyson
Sprinkle own the parcel to the west. The lot to the east is owned by Bruce Downey. Both
adjacent parcels are developed and contain single - family residences. The Sprinkles have
submitted a major CAMA permit application for improvements to their property, including
construction of a two -slip pier and a retaining wall with fill. There is no pier located on the
Downey property.
The project area is within the Carteret County planning jurisdiction and is zoned R -20
Residences in the project area are served by individual septic systems, with drinking water
provided by West Carteret Water Corporation.
Project Description
Mr Case proposes to build an extension an existing pier located at his property with a new
platform at the waterward end of the extension. He also plans to relocate an existing boat lift
to the new platform and install an additional boat lift and single -pole jet -ski lift.
The existing pier extends 190' from the top of the existing retaining wall. The existing pier
measures 155' from the waterward edge of the coastal wetlands, and terminates with a fixed
platform measuring 16' x 25'. A boat lift is currently located adjacent the existing platform.
The owner proposes to extend the pier an additional 404', measured from the existing
platform. A new platform measuring 16' x 29' is proposed for location at the waterward end of
the pier extension. The finished pier will extend 590' into Bogue Sound, measured from the
waterward edge of coastal wetlands. The proposed width of the new portion of the pier is 4.5',
with minimum water depths of -2.0' NLW /MLW at the waterward end
A partially roofed t -head platform measuring 16' x 29' will be located at the waterward end of
the dock. The dimensions of the platform roof are 18' x 20'. < C1,1VcU
- -, -,N '51 i JwI
"Ir, r "-,v
Clyde B Case, III
Major CAMA Permit Application
January 21, 2015 Page 2

An existing 13'x 13' boatlift located at the current platform will be relocated to the waterward
end of the dock. An additional 13'x 13' boatlift will also be installed at the new platform. A
single -pole jet- ski lift measuring 5' x 8' is proposed for storing a personal watercraft over the
platform.
This area of Bogue Sound is characterized by shallow water, shoals, and SAVs, while pier length
has traditionally been controlled by the length of existing piers that typically end in less than -2'
NLW /MLW. By constructing longer piers, boat traffic through shallow shoal /SAV areas is
avoided, thus minimizing or avoiding impacts to SAVs.
A major permit ( #20 -14) was issued in 2014 to neighbors Ted and Jewel Ivey for construction of
a pier extending to -2' NLW /MLW. (The Ivey property is located two lots west of the Case
project.) The recently permitted Ivey pier exceeds the previous pier head line along this
shoreline, yet avoids boat traffic through SAVs. Consistent with the permitted Ivey pier, the
proposed Case pier is located at the point requiring the shortest distance along his shoreline to
reach -2' NLW /MHW. The proposed Case pier will terminate beyond SAVs, as shown on project
plans.
The length and location of the proposed Case pier is consistent with the general navigational
route for boats using this area of Bogue Sound. It does not extend significantly beyond the
recently permitted Ivey pier nor the proposed Sprinkle pier (directly adjacent the Case project).
Compared to the old pier head line, the proposed pier lengths reduce impacts to resources
while allowing boating access to highground property.
The proposed Case pier extends approximately 97 feet waterward of the permitted Ivey pier. It
is approximately 55 feet waterward of the proposed Sprinkle pier. The proposed Case pier
extends farther than the recently permitted and proposed piers to reach -2.0' NLW /MLW;
however, note should be made that the edge of the Intracoastal Waterway measured from the
Case site is about 17' farther from the historical channel than the proposed Sprinkle pier and
about 45' farther than the permitted Ivey pier. Consequently there should be no impediments
to navigation from the proposed Case pier, given the width of Bogue Sound at this point,
distances to both the historical and ICW channels, and the widening space between the two
navigational channels. 'Air =;
Clyde B Case, III
Major CAMA Permit Application
January 21, 2015 Page 3

Along the shoreline of the Case property, water depths 400' from the waterward extent of
coastal wetlands measure -.1' at NLW /MLW. Low water depths increase to -2.0' or greater at
about 570' from the edge of marsh. As such, the proposed location and length of the Sprinkle
dock complies with CAMA standards for increased water depths for piers exceeding 400'.
The portion of the pier located waterward of NHW will be elevated a minimum of 6.5' above
any substrate with SAVs, as shown on Sheet 2 of project plans. The pilings supporting the pier
will be at least 10' apart, other than terminal instances, in order to lessen shading impacts to
the vegetation and substrate.
The proposed dock will not encroach into the federal channel setback, as designated by the US
Army Corps of Engineers. At its closest point, the waterward end of the Case dock will be
approximately 880' landward of the edge of the Intracoastal Waterway channel. Bogue Sound is
about 13,000' wide at this point; therefore, the proposed pier length is consistent with the one -
quarter width rule for piers. As previously noted, the proposed length of the pier will not create
any impediments to navigation.
The proposed Case dock will be located 239' on the east and 237' on the west from existing
adjacent piers. It will be 82' from the proposed Sprinkle pier, located immediately west of the
Case property. The Case dock will be located 25' from the adjacent riparian property line on
the east and 24' from the riparian property line on the west.
Construction Methods
Conventional marine construction methodology will be employed. A barge with pile- driving
equipment will be used for construction of the docking facility. The barge will be stored in deep
water.
Clyde B. Case, III
Major CAMA Permit Application
January 21, 2015 Page 4

NOTES
This plan document Is for CAMA permitting purposes
Owner Wor Contractor responsible to Insure all project
construction Is consistent with owner's Intended uses
Owner Wor contractor responsibility for project compliance
with all applicable codes, ordinances, manufacturer
recommendations and regulations Including building codes,
setbacks, et cetera'
Contractor responsibility to inspect site and Identify field
conditions and related project cost Implications thereof
Provide ramp waterward of existing platform to elevate
proposed pier addition to 6 5 ft minimum above any
substrate w /SAV
Pilings supporting newly constructed pier shall be 10 ft apart
minimum
+1
Tie proposed ramp to
To Proposed
Platform
existing grade
Existing Pier
E Propcsed Ramp Begin
Ramp to Elev Proposed
Remove existing steps
%%%���
/
at Elev = 4 75 it,
Level Existing Maintain 1/12 sloe
P
Pier to 6 5 ft above SAV
Substrate
r Proposed Pier
/
Platform to M E P /
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Existing— g m
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Construction w/ P T Lumber, HDG or
Better Fasteners & Appropriate For Use &
Location -
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Existing J
s
All construction subject to structural design
-5
Piles
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Walkway
selected manufacturer specifications &
°
Timber Piles
applicable Building Codes & standards
'a
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Pier Section
1' =10'
CAMA Process Planning
and
Permit Facilitation by-
COASTAL PLANNING SERVICES, INC.
Kathy B. Vinson, AICP
Comprehensive Land Use Planning and Development Assistance
P O Sox 827 Office 252 354 4916
Morehead City, NC 28557 Fax [phone]
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Permit Drawing For i)CNN iReview
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NOTES:
This plan document is for CAMA permitting purposes.
Owner Wor Contractor responsible to Insure all project
construction is consistent with owner's Intended uses.
Owner Wor contractor responsibility for project compliance
with all applicable codes, ordinances, manufacturer
recommendations and regulations Including building codes,
setbacks, etcetera.
Contractor responsibility to Inspect site and identify field
conditions and related project cost implications thereof
New construction extending waterward of NNW shall be
elevated 6.5 ft. minimum above any substrate w1SAV.
Pilings supporting newly constructed pier shall be 10 ft. apart
minimum.
/ Existing Adjacent Pier
ELL.A A. RAYMOND
DI3. 378, PG. 254
Existing Adjacent Pier
-�i
VERNON JACKSON
GARNER JR. TRUST s 1
D8. 1144, PG. 238 / "
-0.t
r • w ,, `
w i •
Existing Retaining Wall
N/F ELMER T.
SPRINKLE
DS. 1426, PG. 109
'4V r 0.14 ,.
-0.06 x +
-0.28
Survey 1 Base Map provided by:
CHARLES A. RA & ASSOCIATES, PA
FIRM# C - 338'
9117 HAMMOCK BEACH RD, P.O. BOX 1 f26
SWANSBOR0, NC 28564
[phone], [phone] (Fax)
NOT FOR CONVEYANCES OR RECORDING
LEGEND:
= 404 We,,1fands
�= Coastal "Wetlands
, 0.51 = MLW I r LW Depth
0 =Slip Nur nber
Proposed 5' x 8' Single -Pole
Jet Ski Lift (pole size per --
x -1.9
Existing Lift (13'x 13' / -0.4 -0,75 �'
To Be Relocated To } ,/ 0 6 ,,� x 0.00 x _10 / / - Outer most edge of pier extends 55 feet waterward of ;
New Platform . ® -o adjacent proposed Sprinkle pier and 97 feet ,
/ / ® ' `
j J' ,,--f 40 x -1.1 � ® waterward of permitted Ivey pier #20 -14. Note that { .
°,�°' x -0.22 %'2/ -0.16 -0.14 / �,- x -1.9 the edge of Intracostal Waterway is 17 feet farther
OOV, ,.� �- from Historical Channel relative to proposed Sprinkle 1 �* "(
x -0.7 /x -1.0 ® v
® / /
x-0.49 ^> �- pier and 45 feet farther relative to permitted Ivey pier. .��7►, " °s '" °,
� / 0.6 �,, sue° o
/ x -0.03 Sedp�e -0.26
-0.25 Q�oG Q 26
x -0.07
r
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x ® � '
A5 / Submerged ,.- . i ,�
li�0lftl1l``�,
x/ -0.o7® Aquatic !-
/ ® Vegetation
Extent per i
pies -0.1 -0.2 -0. Surveyor
,,t &w \14 x °°°°' Existing Platform
••. { •err -rte '" 1G$ ,,.-�
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.000 CD
t' /x -0.1
.. • ' •' ` ®; /
<=O.-3 e i 0 1 5 0 2 010.
NHW 1 MHW / s
.•,:: : :;� . (per DCM}
Shoreline i
Length =12,5'
/ 7:� \�
i
ea o 25 so ,ad
IN FEET
PRQJLCT.- ;;`14 '046
All construction soject to structural design,
Pf0 osed Dock & Boat Lifts Seal ®Ct selected manufac`!jrer specifications & DRA BY: ! JN� f JRF
applicable Building Codes & standards: