20021687 Ver 2_CAMA Application_20121207

,� oa - It'$n 0a-
CCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue
Govemor
December 5, 2012
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
Braxton C. Davis
Director
Karen Higgins, Webscape Unit Supervisor
Division of Water Quality - Raleigh
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
NC Wildlife Resources Commission
Dee Freeman
Secretary
End of Brumley Road (SR 1259) in Knotts Island, Currituck County
Dredge & extend an access channel
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 12/26/12 to 400 Commerce Avenue, Morehead City, NC 28557. 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.
SIGNED
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.
o.,E /up @a
DEC 7 2012
1367 US 17 South, Elizabeth City, NC 27909
Phone: 252 - 26439011 FAX: [phone]; Internet: www.nocoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: NC WRC — Brumley Road Boat Access Area
2. LOCATION OF PROJECT SITE: East end of Brumley Road (SR 1259), Knotts Island,
Currituck County, adjacent to Knotts Island Bay.
Photo Index —
2006: 199 -7016 (R 19) 2000:199-2373 (Q, R 18 -19) 1995:199-2086 (Q, R 12)
1989: 139 -6 (K 4) 1984:130-645 (H 9) 1978:95-1460 (111-12)
State Plane Coordinates - X: 2908172 Y: 1017955
Lat/Long: N 36030.476'W 75 054.589' Quadrangle: Knotts Island, NC, L.R.
3. INVESTIGATION TYPE: CAMA / Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 10/24/2012
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete — 12/3/2012
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Currituck County
Land Classification from LUP - Limited Service and Conservation
(B) AEC(s) Involved: EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — N/A
Planned - N/A
(F) Type of Structures: Existing — Concrete boat ramp, a breakwater on
each side of ramp, pier
Planned -None
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION: [AREA, square feet (SF)]
DREDGED FILLED OTHER
(A) Shallow Bottom PTA, EW AEC's 3,680 sf
(B) Other
(D) Total Area Disturbed: 3,680 sf
(E) Primary Nursery Area: No
(F) Water Classification: SC Open to Shellfishing: No

NC WRC — Brumley Road Boat Access Area
Field Investigation Report
Page 2
8. PROJECT SUMMARY: NCWRC proposes to dredge a previously permitted access
channel and extend the channel length to connect the boat ramp to existing deeper
water. The proposed dredging is both maintenance and new work.
Proiect Setting
The project site is located off of NC -615, at the eastern end of Brumley Road (SR 1259) in
Knotts Island, Currituck County, adjacent to Knotts Island Bay. To access the site, drive two
miles north on NC 615 after leaving the Knotts Island Ferry, turn right (east) onto Brumley Road
and stop at the paved cul -de -sac adjacent to Knotts Island Bay. NCWRC's designated parking
area is a cleared 1.2 acre lot vegetated by grass with a .5 acre gravel area located on the north
side of Brumley Road located approximately 450' to the west of the launch site.
The elevation of the 50' wide paved cul -de- sac /maneuvering area serving the concrete boat
ramp is t2 feet above NWL. Total shoreline length is t60', has not been hardened (other than
the ramp area) and has a shallow 3 foot wide swale located on the south side of the pavement
that extends landward ±90' from NWL. Existing structures, previously authorized through
CAMA Major Permit #162 -02, include the 22' wide concrete boat ramp, a 145'x1' breakwater
located on the north side of the boat ramp, another 145'x1' breakwater located on the south
side of the boat ramp and a 75'x5' pier also located on the south side of the boat ramp between
the breakwaters. CAMA Major Permit #162 -02 also authorized the dredging of an access
channel 78' beyond the end of the boat ramp.
The adjacent property to the north is residential in nature, has a bulkheaded shoreline, a pier,
boat ramp and breakwater. The adjacent property to the south contains a single - family
dwelling, bulkheaded shoreline, a docking facility, and a basin that has a boathouse and
breakwaters. Based on available information, there appears to be no archaeological sites on
this property or nearby.
The waters of Knotts Island Bay are classified as SC and are closed to shellfish taking. Existing
water depths within the project area range from -1.7 feet to -4.1 feet with an average depth of
-2.5 feet. The bottom substrate within the project area is made up of fine sands. Submerged
Aquatic Vegetation (SAV) was observed in the waters adjacent to the applicant's property;
however, within the project area SAV's are largely nonexistent.
Development Proposal
To gain an adequate water depth for boats to launch and access the Boat Access Area, the
NCWRC is proposing to dredge an area that is ±82' longer in length then what was previously
authorized through MP #162 -02. The proposed dredge area will extend 160' beyond the end of
the concrete boat ramp and will be 23' wide with a dredging depth of -4 feet. The connective
water depth is -4.1 feet.
A bucket and barge will be utilized to dredge the channel. The spoils will then be transferred to
a dump truck and transported to the parking area will it will placed in a 100'x50' area to dry.
Erosion control will be maintained by the construction of a double silt fence around the
perimeter of the spoil area. When dry, the spoils will be loaded and transported to an upland
disposal area.

NC WRC — Brumley Road Boat Access Area
Field Investigation Report
Page 3
Anticipated Impacts
• The proposed dredging will temporarily increase turbidity within Knotts Island Bay.
• The proposed dredging within the access channel will result in the disturbance of ±3,680 ft2
of shallow water bottom within the PTA and EW AEC's.
• The proposed dredging within the access channel will generate ±204 cubic yards of spoil
material made up of fine sands.
Submitted by: Ron Renaldi
Date: 12/3/2012

Project Narrative
Project Information:
Brumley Road Boating Access
Currituck County
RECEIVED
F 0CT 2 2
COASTAL MANAGEMENT
Y
Engineer:
Mark R. Lee, PLS
North Carolina Wildlife Resources Commission
1720 Mail Service Center
Raleigh, NC 27699
Project Summary:
10/15/2012
The Brumley Road Boating Access Area project it located end of Brumley Road in
Currituck County, NC on Knotts Island. The current property is mostly asphalt with
grassed edges, with a concrete boat ramp and wood/vinyl breakwaters.
This project involves the maintance of an existing WRC boating access area. This site
requires dredging to a depth of 4.0' from the end of the existing concrete boat ramp for
160' along the existing boat channel to the existing 4.0' contour.
Impervious Surface:
The total property owned by the Wildlife Resources Commission is 58,122 sf (1.33 acres)
includes R/W. No change to the impervious surface area on site.
Dredging:
Dredging is required for this project. And area from the ramp and in between the
breakwaters will be dredged to tie to the existing depth of 4.0'. This dredging will be
done bucket to barge and will remove approximately 200 cubic yards of material.
Existing Stormwater Conditions:
The existing site has no stormwater controls. The majority of runoff is infiltrated, with
sheet flowing to the sound.

Ramps/Docks:
An existing wooden dock and existing wood/vinyl sheet pile breakwaters are on the
outside of the ramps/dock.
Wetlands:
There is no disturbance of coastal wetlands during this project.

M WI
WRICIT1811fer
Nolor Development Femit
(Iasi nvlsed 1?JV=)
RECEIVED
OCT 2 2 2012
COASTAL MANAGEMENT
ELIZABETH CITY
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
North Carolina Wildlife Resources Commission
Project Name (if applicable)
Brumley Road Boating Access Area
Applicant 1: First Name
Division of Engineering Services
MI
Last Name
Applicant 2: First Name
MI
Last Name
ff additional applicants, please attach an additional page(s) with names listed.
Mailing Address
1720 Mail Service Center
PO Box
City
Raleigh
State
NC
ZIP
27699
Country
Phone No.
919 - 707 - 0150 ext.
FAX No.
919-707-0162
Street Address (d different from above)
City
State
ZIP
Email
I101Ff�o -G , ��
2 AgentContractor Information
Business Name
? 2012
North Carolina Wildlife Resources Commission
AgenU Contractor 1: First Name
MI
Last Name
Wegq ;& V R QUj T—TMy
Mark
R
Lee
AgenU Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
1720 Mail Service Center
Raleigh
NC
ZIP
Phone No. 1
Phone No. 2
27699
252 - 670 - 4450 exL
- - ext.
FAX No.
Contractor #
919 707 0162
Street Address (rf different from above)
City
State
ZIP
Email
mark.lee @ncwildlife.org
<Forfn continues on back>

Form DCM MP -1 (Page 2 of 4)
RECEIVED
OCT 2 z 2012
APPLICATION for
Major Development Permit
3. Project Location
a. Total length of shoreline on the tract (t)
b. Size of entire tract (sq.fL)
60 ft.
property = 54,522 sf project area (includes rAN) = 58122
County (can be multiple)
Street Address
ELIZABETH CITY
State Rd. #
Cunituc k
192 Brumley R
4' ❑NHW or ®NWL
1259
Subdivision Name
City
State
zip
We
Knotts Island
NC
27950-
Phone No.
Lot No. (s) (d many, attach additional page with list)
n/a - - ext.
n/a, I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
-Suf tt elt wand Knchh 10c—d Ur, y 1z ,k. a.
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
Curituc k 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.
n/a
4. Site Desciriipdon
a. Total length of shoreline on the tract (t)
b. Size of entire tract (sq.fL)
60 ft.
property = 54,522 sf project area (includes rAN) = 58122
sf
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
n/a, I
NWL (normal water Woo
(lf many lot sizes, please attach additional page with a list)
4' ❑NHW or ®NWL
e. Vegetation on tract
This site is mostly asphalt, concrete or gravel, with centipede grasses along edges.
f. Man-made features and uses now on tract
Currently there are is cone ramp, wooden docks and bulkhead and gravel parking area.The property is currently an existing
public boating access area
g. Identify and describe the existing land uses adiaoe to the proposed project site.
Adjacent land uses include residential property.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
We
(Attach zoning compliance certificate, it 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?
I. Is the proposed project located in a National Registered Historic District or does ft involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Fotm continues on next page>

Form DCM MP -1 (Page 3 of 4)
RECEIVED
nnT ')') x(111
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ❑Yes ®No
(ii) Are there coastal wetlands on the site? COAST," IO 10GEA -IENT ❑Yes ®No
EUZARFTH CITY
(iii) If yes to either () or (ii) above, has a deline n ucted? []Yes ®No
(Attach documentatron, ifevailable)
n. Describe existing wastewater treatment facilities.
None.
o. Describe existing drinking water supply source.
None.
p. Describe existing storm water management or treatment systems.
The existing site has no stormwater management. There are no existing BMP's.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? []Commercial ®PublidGovemment
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
This project is the exist site of a Wildlife Resources Commission boating access area, include a single lane launch ramp, a
parking area, and is open to the public 24 hours a day.
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. ,
Construction equipment will include (but not limited to) excavators, backhoes, bull dozers, motor graders and dump trucks.
The marine construction will include a barge and trackhoe. All equipment will be stored on the the project property.
d. List all development activities you propose.
Dredging of boat baisn to use for access to Currituck Sound
e. Are the proposed activities maintenance of an existing project, new work, or both? 1411eintenenee-
f. What is the approximate total disturbed land area resulting from the proposed project? - 8660 S- p o 0 ®Sq.Ft or ❑Acres
spo,I S.,k R40t
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.
Currently, storm water sheet flows into the sound. The proposed development will not add any point discharge and will
continue difuse/sheet flow into the 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 ❑NA
j. Is there any mitigation proposed? []Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Fonn continues on back>

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Addidonallnformadon
In addition to this completed application form, (MP -1) the following Hems below, if applicable, must be submitted in on ler for the application
package to be complete. Items (a) — (t) 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 Jill Brumbley Sarver Phone No.
Address 2124 Agecroft Road Virginia Beach, VA 23457
Name Carova Bound Inc. do Norman Zwahlen Phone No.
Address 500 Winston Salem Ave. Apt 308 Virginia Beach, VA 23457
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.
CAMA Major (10-02) #162 -02
h. Signed consultant or agent authorization forth, if applicable.
I. Watiand delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owned
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 11 3A 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.
1 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 fad 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 October 10, 2012
Signature
Print Name _Mark R. Lee
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP-5 Bridges and
❑DCM MP -3 Upland Development
❑DCM MP-4 Structures Information
RECEIVED
OCT 2 2 2012
COASTAL MANAGENIENT
ELIZABETH CITY

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
RECEIVED
OCT 2 2 2012
COASTAL MANAGEMENT
ELIZABETH CITY
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given In feet.
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yams.
200 cy (tie bottom of ramp to existing -4.0 contour)
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SS
OWL PgNone
(ii) Describe the purpose of the excavation in these areas:
n/a
❑This section not applicable
b. Type of material to be excavated.
Sand
d. High -ground excavation in cubic yards.
12. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
. On site at overflow parking area
iQC KS7C ?A-1z.
c. (i) Do you claim title to disposal area? d. () 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?
On site at overflow parking area
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands OW)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of disposal in these areas:
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ®NA
(i) If yes, how much water area is affected?
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL )
stabilization
Length
160'
Width
23'
Avg. Existing
-2.6
NA
NA
Depth
Final Project
-4.0'
NA
NA
Depth
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yams.
200 cy (tie bottom of ramp to existing -4.0 contour)
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SS
OWL PgNone
(ii) Describe the purpose of the excavation in these areas:
n/a
❑This section not applicable
b. Type of material to be excavated.
Sand
d. High -ground excavation in cubic yards.
12. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
. On site at overflow parking area
iQC KS7C ?A-1z.
c. (i) Do you claim title to disposal area? d. () 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?
On site at overflow parking area
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands OW)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of disposal in these areas:
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ®NA
(i) If yes, how much water area is affected?

A .
Form DCM MP -2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a.
Type of shoreline stabilization:
b.
Length:
[]Bulkhead ❑Riprap ❑Breakwater /Sill ❑Other.
Width:
c.
Average distance waterward of NHW or NWL
d.
Maximum distance waterward of NHW or NWL:
e.
Type of stabilization material:
L
(i) Has there been shoreline erosion during preceding 12
months?
❑Yes ❑No ❑NA
(0) If yes, state amount of erosion and source of erosion amount
information.
g.
Number of square feet of fill to be placed below water level.
h.
Type of fill material.
Bulkhead backfill Mprap
Breakwater /Sill Other
i.
Source of fill material.
4.
OTHER FILL ACTIVITIES
AThis section not applicable
(Excluding Shoreline Stabilization)
a.
(i) Will fill material be brought to the site? []Yes ®No ❑NA
b.
@ Will fill material be placed in coastal wetlands/marsh (CW),
If yes
submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii) Amount of material to be placed in the water
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(iii) Dimensions of fill area
❑CW ❑SAV ❑SB
(iv) Purpose of fill
❑WL []None '
(ii) Describe the purpose of the fill in these areas:
IS.
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)?
a spoil area with a double row of sift fence will be used
trackhoe, backhoe, dozer, motorgrader, compactor, dump truck,
barge
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.
(i7 If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
October 10, 2012 RECEIVED Mai c R. Lee
Date App scant Name
Brumley Road Boating Access A OCT 2 2 2012
App cant Signd
Project Name
I COASTAL hAANAGENIENT
EL!?AE�TH GITY

MAJOR PERMIT FEE MATRIX
ADDIiCant: NC. -9- - gr.enIcX Rz 8.4A
Selection
Development Type
Fee
DCM %
DWO %
(143001601 4351000931625 6253)
(243001602 435100095 2341)
I. Private, non - commercial
Ej
development that does not
$250
100%($250)
0%($0)
involve the filling or
excavation of any wetlands
of op en water areas:
II. 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 -
E]
commercial development, if
$250
100%($250)
0%($0)
General Water Quality
Certificatiory No. 3490 (See
attached ) can beia lied:
III(B). Public or commercial
E]
development, if General
$400
100%($400)
0%($0)
Water Qualit ,Certification
No. 3490 (See attached)
can be a lied:
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 quality or
aquatic life:
Inn. If General Water
Quality Certification No.
$400
60%($240)
40%($160)
3490 (see attached) cannot
be a lied:
IV. For development that
E]
involves the filling and /or
$475
60%($285)
40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:

North Carolina Wildlife Resources Commission
Drawing Index
Sheet 1
Cover Sheet
Sheet 2
Existing Overall Site
Sheet 3
Existing Elevations Basin
Sheet 4
Proposed Elevations Basin
Sheet 5
Dredge Profiles
Division of Engineering Services
NORTH
CAROLINA
RESOURCES
Proposed Brumley Rd
Boating Access Area
Date Prepared: OcWber 10, 2012
Project Site Information
y �
yruaraa -�
owl"
RECEIVED
OCT 2 2 2012
COASTAL MANAGEMENT
ELIZABETH CITY
lJShPr.�
kh 09l
Size of Ramp Area= 0.11 Acres
Size of Lot Containing Parking Area =1.24 Acres
All tidal flow is wind initiated, therefore all elevations are based on NWL = 0.
Water level fluctuations of +/- l' are wind driven
DEC 7 2012

Pwpertn Line
r
Dewatering Area: 50' x 100' located in the
existing parking lot will allow for placement
of material in a 3' thick lift in order to
dewater. Dried material will them be
removed to an approved upland disposal site.
Area retains the material outside of wedand
and estuarine waters. Erosion control will be
maintained by the construction of a double
silt fence around the perimeter of the waste
area
125 Acres total lot size
0 45 Acres gravel parking area
/
/
RECEIVED
OCT 2 2 2O t2
COASTAL MANAGEMENT
li— ELIZABETH CITY
Sole l"= 60'
0 60 120
Exiting Overall Site including Parking Area and Ramp
f All elevations are based on NWL = 0 /
i
eeS'�e � /
S
w
Approx 1.5 miles to opposite shoreline
V /
North Carolina Wildlife Resources Commission I
Division of Engineering Services
M.R Lea
DEBWHBY
M.R. Lee
MAN"
Brumley Road
Boating Access Area
Full Faristing Site
Brumley Rd Atedgedwg
Pht Drwr
October 10, 2012
oW orPhdAVE
2
agoED err DATE aP 5
BY pEVIgpHg DATE
M.R. Lea Revised Spoil Area Sim 9/18112

F
Jill Brumley Sarver
2124 Agecroft Road
Virginia Beach, VA 23457
RECEIVED
OCT 2 2 2012
COASTAL MANAGEMENT
ELIZABETH CITY
Banchmuk
TopRamp8mikwater Wdm afR=*
Top of Won - I.Y 23'x160' Limits 23 Edge 'M
Rrfirdn t Bhakwwr 0
1 -43,
..................................................................................................... I .................... .......
14�
A . ......... ...............
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Coat Ramp ' i*�7 1.1.1.1.1.v .....
....... ►..................
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..................... ......
....... . . '
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RdWood Dock . . . .............3, .......... .....................................................................
-t'3
3, d36, 3, 3;,,
Carova Bound Inc
c/o Norman Zwahlen
500 Winston Salem Ave.
Apt 308
Virginia Beach, VA 23451
All elevations are based on NWL = 0
20 0 20
Scale I" = 20'
INorth Carolina Wildlife Resources Commission
Division of Engineering Services I
Bnunley Road
Boating Access Area
Existing Ramp Conditions
MIL Lot
VmmhyRdDn*Aps
DEMBN BY
Rod Deem
MIL L40
0, 1 10.2012
DRAWN fff
Dab of Plod po'dw
40 60
5
M
CHECK Of
ME
OF
fff
meow
T
DATE
M.R. Lee
Raised Dredsing I h-fts
IW10/12

IM
0
Jill BrumleY Sarver
2124 Agecroft Road
Virginia Beach, VA
AfL
APL
23457
/Top Rompgreakwat
watus E4P
Carova Bound Inc
c/o Norman Zwahlen
500 Winston Salem Ave.
Apt 308 '
Virginia Beach, VA 23451
ofRamp
Bendknmk
110P of wan -
Limits 23`dW
RECEIVED
OCT 2 2 2012
COASTAL MANAGEMENT
ELIZABETH CITY
........... ..........................................
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. . . . . . . . . . . . . . . . . . . . ..'.'.'..'.'.'::.'.'.'.•.'.'.' . .................
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:4 ........... . . .
. . . . . . . . . . . 4 -t
Bsiatiag Wood Dock 12-11 __71P
_j
All elevations are based on NWL = 0
20 — 0 20
Scale P = 201
V&
'3,
!021:1
-t3 w
North Carolina Wildlife Resources Commission
WWI= of Engineering Services
Brumley Road
Boating Access Area
Proposed Dredging Conditions
MAL La �_ -, &=kyRdM*p&ft -'--'4
-=WNW
0daba 1%
arm" w wft of Pw
40 60 1 5
of REVWXM DATE
MIL Lee R6WwdDrCdgw81j.'ftH MGM

OCT 2 2 2012
COASTAL MaNaGEMEN
ELJZARETH CITE:
TOp atat IL
Top of Well =1S
Limits 235460'
zEsisfing
Breshrotw
V3,
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+ + + + + + + + + + +
+ + + +^3 J;t +++++
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$
Wood
t �.
8.
d
d 33,
0
_
I
r
............... ............ .... ..........................
4.0' I?mDossd 1� 4.a
All elevations are based on N� = 0
Proposed Dredge Area
2OOyds ^3
North Carolina Wildlife Resources Commission
Division of Engineering Services
Brumley Road
Boating Access Area
Profiles
MR.L= s�yxanre a �
DEMN fly Ffot Drew
MR. LM 00A)w a 2012
om" Dy Dino of PIS P��an
20 0 20 40 60 5
CHECKm By DATE OF
By p�DNS DATE
Scale 1" = 20' MIL Lee �°°���°� MGM