20140019 Ver 1_CAMA Application_20131230

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74*) 20 1400,9
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CCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director p �^ cretary
December 27, 2013 2013
MEMORANDUM
TO: Karen Higgins, Compliance and Permitting Unit Supervisor
Division of Water Resources; Water Quality Program
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Patrick and Donna Dickriede
Project Location: 114 Grenville St., Manteo, Dare County
Proposed Project: Bulkhead, shoreside dock, boadift
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 01/17/14 to 400 Commerce Avenue, Morehead City, NC 28557 (fax: 252- 247 - 3330).
If you have any questions regarding the proposed project, please contact Kelly Russell 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 - 264 -39011 FAX: [phone]; Internet. www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Patrick Dickriede
2. LOCATION OF PROJECT SITE: 114 Grenville St. Manteo, Dare County on a canal
leading to Shallowbag Bay
Photo Index — 2006: 182-7235(D,15)
182 -1881 (R,12)
State Plane Coordinates - X: 2986221
3. INVESTIGATION TYPE: CAMA, D &F
2000: 182 -2158 (U,9) 1995:
Y: 800417
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 12/16/2013
Was Applicant Present - no
5. PROCESSING PROCEDURE: Application Received Complete - 12/20/2013
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Dare County
Land Classification From LUP — Conservation, transitional
(B) AEC(s) Involved: ES, EW, PTA
(C) Water Dependent: yes
(D) Intended Use: private
(E) Wastewater Treatment: Existing — none
Planned - none connect to community system
(F) Type of Structures: Existing — none
Planned - bulkhead, dock, boatlift
(G) Estimated Annual Rate of Erosion: 3 ft/ year
Source - applicant
7. HABITAT DESCRIPTION: AREA
DRFDGFD FII I Fn cunnp
(A) Estuarine Shoreline
750 sq. ft.
100 sq ft.
(B) EW, PTA
617 sq. ft.
392 sq. ft.
(C) Other
(D) Total Area Disturbed: 1367 sq ft
(E) Primary Nursery Area: yes
(F) Water Classification: SC Open: no
PROJECT SUMMARY: The applicant proposes to construct 50 ft of new vinyl
bulkhead an average of 12 ft waterward of normal water level (NWL) and construct a
shoreside dock and a boatlift.

Field Investigation Report
Page 2
Project Setting
The proposed project is located at 114 Grenville St. in the town of Manteo in Dare County. The
property is located adjacent to a canal that leads to Shallowbag Bay. The size of the property
is approximately 5393 sq ft and is approximately 3 ft above NWL. There currently are no man
made structures on the property. The property is vegetated with typical yard grasses and pine
trees. There are no known sites of archaeological significance on the property.
The property has approximately 50 linear feet of shoreline and no delineated wetlands on the
site. The adjacent property to the west has a vinyl bulkhead and a single family residence and
the property to the south is currently undeveloped with a wooden bulkhead. The canal width in
the project area is 65 ft.
The canal and Shallowbag Bay are classified as SC in this area and are closed to shellfish
harvesting. The water depths at the shoreline are approximately 1 ft and at the proposed
bulkhead alignment approximately 3 ft.
Development Proposal
The applicant proposes to construct 50 linear feet of new vinyl bulkhead and fill behind the
proposed bulkhead. The proposed bulkhead alignment is at an average of 12 ft waterward of
NWL with a maximum distance of 15 ft from NWL. This bulkhead alignment is proposed at this
location to line up with the existing adjacent bulkheads to the east and west. The property has
experienced an excelerated erosion rate due to recent storms. The sand for the fill material
would be hauled in from an upland source. The applicant also proposes to construct a 6 ft. by
50 ft. shoreside dock that would extend 2 ft. over land and 4 ft. wide over water. Adjacent
to the dock the applicant proposes to construct a 12 ft. by 16 ft. boatlift. The proposed dock
and boatlift would extend out from NWL 16 ft.
Anticipated Impacts
The proposed project would result in the filling of 617 sq ft of Estuarine Waters Public Trust
Area of Environmental Concern (AEC) and 750 sq ft of Estuarine Shoreline AEC and also 22
cubic yards of fill material would be placed below NWL. The proposed dock and boatlift will
shade 100 sq. ft. of Estuarine Shoreline AEC and 392 sq. ft. of Estuarine Waters Public Trust
AEC. Temporary water turbidity would occur in the project area.
Submitted by: Kelly Russell
Date: 12/20/13

MAJOR PERMIT FEE MATRIX
Applicant: PATRICK DICKRIEDE
Selection
Development Type
Fee
DCM•%
DWQ %
(14300 1601435100093 1625 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:
ll. Public or commercial
development that does not
$400
100%($400)
0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
III. For development that
involves the filling and /or
excavation of up to 1 acre
of wetlands and /or open
water areas, determine if 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 commercial
development, if General
$400
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%($160)
3490 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water qualitior
aquatic life:
III(D). If General Water
Quality Certification No.
$400
60%($240)
40%($160)
3490 (see attached) cannot
be applied:
IV. For development that
El
involves the filling and /or
$475
60%($285)
40%($190)
excavation of more than
one acre of wetlands and /or
open water areas:

i

Project Narrative: Dickriede
Location: 114 Grenville Street, Manteo, NC 27954
The project involves four components:
r 3
• 50' new vinyl bulkhead on unnamed canal,
• filling of approx. 600 sq. ft. of waters located behind the bulkhead,
• 50' long and 6' wide dock, and
• 14' wide by 16' long boat lift.
DEC 13 2013
!
GOASTA.L n,'iWIA. UAENT !
_p
The proposed bulkhead aligns with the existing adjacent bulkheads on the neighboring properties. The
cumulative impacts of the neighboring properties' bulkheads have contributed to the erosion on the
subject property.
The area that requires fill (located behind the proposed bulkhead) is approximately 600 sq.ft. of public
trust waters.
A 6' (six -foot) wide parallel dock 50' in length is proposed. This dock will align with the existing dock
on the neighboring property, 118 Grenville Street.
Additionally, a side -lift boatlift is proposed with the lift bunks not extending more than 14' into the canal
from the proposed dock. The lift will be 14' wide by 16' long. This lift will match the existing lift on the
neighboring property at 118 Grenville Street. The water depth in the area of the proposed lift is 3' or
greater in depth. There are no SAV's in the area.
I have attached several pictures of the subject property and the canal for review. The development
matches that of the adjacent properties and those on the canal.
View looking down the unnamed creek toward Shallowbag Bay, showing the hardened shorelines,
boatlifts, and floating docks.

View showing the subject property and 118 Grenville 5t. improvements.
View showing the subject property and the adjacent property owned by Nunemaker. Proposed bulkhead
would align the two neighboring bulkheads, and the approx. 600 sq.ft. behind the bulkhead would be
filled.
In closing, the entire shoreline of the canal is hardened minus this lot. The existing improvements form a
straight shoreline. Many of the properties have boatlifts. What the owner of 114 Grenville Street is
proposing matches the existing development patterns. Further, the property is located in a CAMA
designated "Urban Waterfront Zone ". It is a shame that 13 State and Federal agencies have to review this
application and that it will take up to 90 days for decision. Policy should be established so that proposed
developments such as this may be permitted more efficiently with a General Permit. I request that this
application is expedited and that this request is shared with the Director of CAMA. If they or you have
questions, I may be reached at 252.423.0516 [e-mail].

OCM MP 1
APPLICATION for
Mater Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Project Name (if applicable)
DICKRIEDE
Applicant 1: First Name
PATRICK
MI
Last Name
DICKRIEDE
Applicant 2: First Name
DONNA
MI
Last Name
DICKRIEDE
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
2794 Alton Hotel Ct.
PO Box
City
Lake Ridge
State
VA
ZIP
22192
Country
USA
Phone No.
703 - 492 - 6282 ext.
FAX No.
- -
Street Address (if different from above)
City
State
ZIP
Email
2. AgentContractor Information
Business Name
Agent/ Contractor 1: First Name
JOHN
MI
M
Last Name
ROBBINS III
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
PO BOX 1415
City
Manteo
State
NC
ZIP
27954
Phone No. 1
252 -423 -
0516 ext.
Phone No. 2
- - ext.
FAX No.
Contractor #
Street Address (d different from above)
City
State
ZIP
Email
.J0�1 MaNTO G� GtQ?alL . c oV�
<Form continues on back>

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
DARE
114 GRENVILLE ST.
d. Approximate elevation of tract above NHW (normal high water) or
Subdivision Name
City
State
Zip
BAYVIEW
MANTEO
NC
27954-
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
12, 1 , ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
PASQUOTANK
UN -NAMED CANAL OFF OF SHALLOWBAG
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
ROANOKE 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.
MANTEO (CAMA URBAN WATERFRONT)
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
50'
5,393
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
3' ❑NHW or ®NWL
e. Vegetation on tract
NATIVE GRASSES AND PINE
f. Man -made features and uses now on tract
NONE
g. Identify and describe the existing land uses adiacent to the proposed project site.
SINGLE FAMILY DWELLING WITH DOCK, BULKHEAD AND BOATLIFT ON WESTSIDE, UNDEVELOPED LOT WITH
BULKHEAD ON THE EASTSIDE
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
(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 listed or eligible property?
<Form continues on next page>

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site?
[]Yes ®No
(ii) 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.
TOWN OF MANTEO MUNICIPAL SERVICE
- -,
i
i
i
o. Describe existing drinking water supply source.
f
TOWN OF MANTEO MUNICIPAL WATER SERVICE
of equipment and where it is to be stored.
p. Describe existing storm water management or treatment systems.
- - - -
TOWN OF MANTEO STORM DRAINAGE SYSTEM
5. Activities and Impacts
a. Will the project be for commercial, public, or private use?
❑Commercial ❑Public/Govemment
® Private /Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
- PROPOSED BULKHEAD FOR SHORELINE STABILIZATION
- PROPOSED DOCK FOR WATER ACCESS
- PROPOSED BOAT LIFT FOR PRIVATE / RESIDENTIAL USE
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.
JET PUMP WITH VIBRATORY EXCAVATOR TO INSTALL PILINGS AND SHEATHING
d. List all development activities you propose.
BULKHEAD, DOCK, LIFT, BACKFILL BEHIND BULKHEAD
e. Are the proposed activities maintenance of an existing project, new work, or both?
NEW WORK
f. What is the approximate total disturbed land area resulting from the proposed project?
1,000 ®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.
NO DISCHARGES PROPOSED, MINIMAL SURFACE RUNOFF ANTICIPATED
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.
<Form continues on back>

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
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.
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 CHRISTINE M. NUNEMAKER Phone No. NA
Address 201 W. ALBEMARLE DR., NAGS HEAD, NC 27959
Name JOHN AND AMY DIXON Phone No. NA
Address 118 GRENVILLE ST., MANTEO, NC 27954
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1 -10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
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 trutUul to the best of my kga)vledge.
Date NOVEMBER 25, 2013 Print Name JObKW.. VOBBINS III
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges a
❑DCM MP -3 Upland Development
®DCM MP-4 Structures Information
^I
.ciV D
i Cul erts i
DEC 13 2013 <<
GGASTAL 1,V,r,It1GF_P ENT
ELi,7A[,EIP, "ITY

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and /or fill activities. All values should be given in feet.
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands /marsh d.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
High - ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
C. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA ❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected_
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of disposal in these areas:
f. (i) Does the disposal include any area in the water?
[]Yes [--]No ❑NA
(ii) If yes, how much water area is affected?
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
Breakwater
shoreline
NWL )
stabilization)
Length
Width
Avg. Existing
Depth
N A
NA
Final Project
Depth
N A
NA
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands /marsh d.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
High - ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
C. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA ❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected_
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of disposal in these areas:
f. (i) Does the disposal include any area in the water?
[]Yes [--]No ❑NA
(ii) If yes, how much water area is affected?

3. SHORELINE STABILIZATION El This section not applicable
(!f development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization: b. Length: 50'
®Bulkhead ❑ Riprap ❑Breakwater /Sill ❑Other: Width: 1'
c. Average distance waterward of NHW or NWL: 12.3' d. Maximum distance waterward of NHW or NWL: 15'
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
VINYL months?
®Yes ❑No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
T OBSERVATION
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill 617' Riprap COARSE SAND
Breakwater /Sill Other
i. Source of fill material.
UPLAND PIT
4, OTHER FILL ACTIVITIES El This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? NYes UNo UNA
If yes,
(ii) Amount of material to be placed in the water 32 CU. YDS.
(iii) Dimensions of fill area 50'X 12.3'
(iv) Purpose of fill
BACKFILL BEHIND BULKHEAD TO MATCH
NEIGHBORING PROPERTIES
b. (i) Will fill material be placed in coastal wetlands /marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (V1/L)? 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:
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., dragline,
controlled? backhoe, or hydraulic dredge)?
BULKHEAD WILL BE CONSTRUCTED PRIOR TO ANY EXCAVATOR, BACKHOE, AND GOOD OLD PHYSICAL LABOR
BACKFILLING BY SOME HARD WORKING LOCALS
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
❑Yes ®No ❑NA site? ❑Yes ®No []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.
NOVEMBER 25, 2013 JOHN M. ROBBINS III E�
Date _.f AP ame
DICKRIEDE
" pli nt ignature
Project Name

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all-other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY /MARINA CHARACTERISTICS
a. (i) Is the docking facility /marina:
❑Commercial ❑PubliclGovernment ®Private /Community
c. (i) Dock(s) and /or pier(s)
(ii) Number 1
(iii) Length 50'
(iv) Width 6'
(v) Floating []Yes ®No
e. (i) Are Platforms included? ❑Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes ❑No
Note: Roofed areas are calculated from driptine dimensions.
g. (i) Number of slips proposed
1
(ii) Number of slips existing
NA
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: 28'
m. (i) Will the facility have tie pilings?
❑Yes ®No
(ii) If yes number of tie pilings?
El This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ®No
d. (i) Are Finger Piers included? ❑Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes ❑No
f. (i) Are Boatlifts included? ®Yes ❑No
If yes:
(ii) Number 1
(iii) Length 16'
(iv) Width 14'
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:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
NA
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
OPEN RUNABOUT
I. (i) Will the facility be open to the general public?
❑Yes ®No

.
2. DOCKING FACILITY /MARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location: 13
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of " Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live- aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina /docking facility proposed within a primary or secondary nursery area?
❑Yes ❑No

Form M. 4 4 ' tr zr'ture and- of
n. Is the marina /docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ❑No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands /marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes []No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ® This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private /Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) ®This section not applicable
a- (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial E--]Public/Government ❑Private /Community
c- Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
13 .;' ,

4
a. Proximity of structure(s) to adjacent riparian property lines
0'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
65'
e. (i) Will navigational aids be required as a result of the project?
[]Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
0'
d. Water depth at waterward end of structure at NLW or NWL
-4.5
8. OTHER ®This section not applicable
a. Give complete description:
NOVEMBER 25, 2013
Date e
I �
DICKRIEDE i -:n !
,3 I
Project Name
JOHN M. ROBBINS III (AGENT)
A rca t ame
plicant rgnature

DICKRIEDE PROPOSED RIPARIAN
LOCATION: 114 GRENVILLE ST, MANTEO, NC
BOAT LIFT --
��. - - -- LIFT BUNKS NOT TO EXCEED 14' INTO CANAL FROM
DOCK, SAME AS ADJACENT LIFT Q 118 GRENVILLE
CANAL NORMAL WATER LEVEL
APPROX
DEPTH
3'
IMPROVEMENT
DOCK ALIGNS WITH
ADJACENT BULKHEAD AT
118 GRENVILLE STREET
MAX DISTANCE 13' - --
OF FILL FROM EDGE OF
BULKHEAD TO EXISTING
BULKHEAD
SHORELINE
ALIGNS WITH
ADJACENT
RIPARIAN
BULKHEADS
600 SQ.FT. OF FILL TO
I-]
T MATCH
HEIGHT OF
ADJ.
BULKHEAD
•� - •
�_IIIIII
:111111_ -°
BE PLACED BELOW
WATER LINE BEHIND
BULKHEAD
CK
:111111
= 111111_
- 111111= 111111-
1111II_IIIIII= 111111
,ul IIIII= 111111= 111111.
-11 111111 - 111111 111111
1111_ 111111 - 111111- 111111-
VINYL BULKHEAD AND ,
ASSOCIATED MEMBERS; ALIGN
WITH ADJACENT RIPARIAN
BULKHEADS
R t V
0 EC 13 2013
MA.S TML M" IASE `v' ENT
_�-
EXISTING EARTH
NOVEMBER 26, 2013

DICKRIEDE CAMA APPLICATION
The aerial photo shows the subject property on the unnamed man -made canal that connects to Shallowbag Bay. The terminus of
.he canal is the engineered stormwater basin at HWY 24/264 located across from Chesley Mall. All of the properties with the
-_xception of the subject property have a hardened structure on the shoreline. All of the bulkheads on the creek form a straight line
:)n both banks. The owner's requested improvements match that of the other properties on the canal. The cumulative impacts of
:he LAMA permitted docks, lifts, and bulkheads on the neighboring properties have increased the erosion of the subject property.

ALINNARM
Sm
SITE
LEGEND
ROAN= EX. PIPE
SOUKD - EX. REBAR
0 - 1/2" REBAR SET FLUSH
0 - EX. 4" X 4' CONC. MON
❑ - CONC. MON. SET
A - EX. P/K NAIL
- P/K NAIL SET
�$( - CALCULATED POINT
® - WATER METER
PHONE PEDESTAL
� C.A.T.V.
UTILITY POLE I��°oposea
GUY WIRE
FIRE HYDRANT 1:1 T X /L
® - ELECT. TRANS. \
AG - ABOVE GRADE
BG - BELOW GRADE
EXISTING BULKHEAD
w
NuNeMAkIf R
LOT 13
S63.03'00'W
160.00' s
o- - -^ - - -- d -- -
CARO
_ Quo SEAL
L -2592 f e
RAY
V
T
N
Ln
0
CU
m
18' ASPHALT
N
NOTES:
1. THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE
DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH.
2. AREA BY COORDINATE COMPUTATION = *5,393 S.F. (LAND)
3. F.I.R.M. ZONE; AE; B.F.E.: 8.2' (PER F.I.S.) + 1.0' FREEBOARD
4. PIN NO.: 10 988019 60 1142
5. RECORDED REFERENCE: MB 2, PG. 162; DS 880, PG. 592
6. MINIMUM BUILDING LINES (MBL) SHOWN HEREON ARE PER THE
CURRENT LOCAL ZONING REGULATIONS. OTHER SETBACKS
AND /OR RESTRICTIONS MAY APPLY AND MUST BE VERIFIED
PRIOR TO CONSTRUCTION.
7. ELEVATIONS (NAVD 1988): AS 0—
L AFT
DEi' 13 2013
DocK�A iDRo P .sED --
r
I-
I I
I I.
LOT 12 1
I I
I i
I ,p / C K R► e b
01
0
I I
I I
I I
I I
I I
15' MBL
GRENALLE ST.
(25' R /W)
LINE TABLE
��UNE LENGTH BEARING
3.71 •E 2.12 S89'25'37 "W
CONCRE
RETAINII
WALL
EXISTING enr-r % - = --
CALC. POINT
® R/W US 64
PER PCH, SL 32
1/2' REBAR
�- 0.3' 6C _
N63153700 -E
- -- - -- 574.00' - -- - - -- --
OF _
OR. N691pj'S4•E
100.14
CL QV N%W ST.
MY SUPERVISION FROM AN CERTIFY TUAL SURVEY MADE UNDER MY SUPERVISION
(DEED IOCTE�REDCTH T THE BOUNOARESNOSURVEZANIAT ED AS DRAWN FROM
THATDTHESRATIO 0 PRECISION IN AS CALCULATED IS j /1Q Opp +. THAT T}{IS)�
PLAT MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR
LAND SURVEYING IN NORTH CAROLINA 21 NCAC 56.1600). _jM THIS 1� -- DAY OF / U Y 20 13
.avn vC TVI( L -2592
PA Mn I CK �c DSURVEY POR
ONNA D
LOT 12 — BAYVIEW HOMES -I ANTE -
NAGS HEAD TOWNSHIP — DARE COUNTY _ NTEO
20 10 0 20
1 inch = 20 ft.
ORTH CAROLINA
SEABOARD SURVEYING & PLANNINC, INC. C -1536
JW 103E W. WOOD HILL DR., P.O. BOX 58, NAGS HEAD, NC 27959
1M OFFICE: (252) 480 -9998 FAX: [phone] *' I