SW8040434_COMPLIANCE_20040426

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �,5v�8��✓�
T
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

A
l
ia
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
April 21, 2004 APR 2 6 2004
MEMORANDUM
TO: Linda Lewis A?V\1
Noel Lutheran
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: . . NC Wildlife Resources,Commission
Project Location: Carteret County, vacant property located on the SW side of the Oyster Creek Bridge
on HWY 70 in the Community of Davis
Proposed Project: Proposes to construct a public boat launching facility with 2 ramps, 3 access docks,
2 breakwaters, shoreline stabilization in the form of a retaining wall in part, riprap
in part, and a rock sill with wetlands planting.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
May 11, 2004. If you have any questions regarding the proposed project, please contact Tere Barrett at
[phone]. When appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency liag"no'coinrrient"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
151-f3 H WL- y.`24jk Hestr_on:Paza.
"d`City,-North Carolina 28557
.., .
An Equal Opportunity 1 Afrirmative Action Employer — 50% Recycled 110% Post Consumer Paper

h
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: NC Wildlife Resources Commission
2. LOCATION OF PROJECT SITE: The site is vacant property located on the southwest side of the
Oyster Creek Bridge on Highway 70 in the Community of Davis, Carteret County.
Photo Index - 2000; Photo 54-655, grid 19-0 1995: Photo 54-637, grid 14,1.5-Q
State Plane Coordinates - X: 2765600 Y: 398000 Rover #L081317B
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE:Dates of Site Visit — 12/22/04
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received — March 24, 2004
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Cart. Co.
Land Classification From LUP - Conservation
(B) AEC(s) Involved: ES, EW, PT
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - None
Planned - None
(F) Type of Structures: Existing — Remnant asphalt, Riprap
Planned - Public launching facility, Retaining wall, Riprap, Rock sill,
Breakwaters.
(G) Estimated Annual Rate of Erosion: NIA
Source — NIA
7. HABITAT DESCRIPTION:
DREDGED FILLED SHADED
High Ground
37,215 sf
72 sf
Shallow Bottom Habitat
8,504 sf
Open Water
1,032 sf
(D) Total Area Disturbed: 46,823 sf
(E) Primary Nursery Area: No (adjacent)
(F) Water Classification: SA-ORW Open: Yes
8. PROJECT SUMMARY: The NCWRC is proposing to construct a public boat launching facility with
2 ramps, 3 access docks, 2 breakwaters, shoreline stabilization in the form of a retaining wall in part,
riprap in part, and a rock sill with wetlands planting.

Development Type
Fc
RCM %
DWQ %�
(14300 1601 435100093 1625 6253)
(24300 1602 435100095 2341)
I. Private, non-commercial
development that does not involve
5250
100% (5250)
0 /° ° {SO}
the filling or excavation of any
wetlands or open water areas:
If. Public or commercial development
that does not involve the filling or
$400
100% (5400)
0% (SO)
excavation of any wetlands or open
water areas:
Ill. 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 0
below appiies:
Iil(A). For Private, non-commercial
development, If General water Quality
$250
100% (5250)
0°a (SO)
Certification No.3301 (see attached)
can be applied:
Iil(B): Far public orcommereai
development, if General water Quality
y 00
100°e (5400)
0-,'.(SO)
Certification No.3301 (see attached)
can be applied:
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DUA start
determined that additional review and
5400
60°„ (5240)
40% (5160)
written DWQ concurrence is needed
because of concerns related to waver
quality or aquatic lire:
111(0). If General Water Quality
Certification No. 3301 (see attached)
5400
60% (5240)
40% (S16C)
can not be applied:
lV. For development that involves
the filling and/or excavation of more
$475
60% (5285)
401,; (5190)
than one acre of wetlands and/or
open water areas:

Field Investigation Report:
NCWRC-Oyster Creek
Page 02
---------------------------
9. Narrative Description:
The project site is located on the southwest side of the Oyster Creek Bridge on Highway 70 in
Carteret County. This is in the Davis Community of the county, and was previously the site
of a commercial fish house. 1n the past, Highway 70 crossed the property before being
relocated to the north, and some remnant asphalt remains. The property abuts Core Sound
to the south and the mouth of Oyster Creek to the east. The size of the parcel is 1.38 acres in
size, with the addition of the .47 acres included by Encroaclunent Agreement with DOT. The
existing impervious area on the property is 27, 272 sf, for total percentage coverage within
the AEC of 33.84%.
The property was purchased by the NCWRC in 2002, and has had all remains of the fish
house removed. The WRC obtained General Permit #l34082-C in 2003 for the stabilization of
the shoreline through the use of riprap, which it has completed. Besides the remaining
gravel and asphalt, the site is vegetated with typical shrub/scrub habitat. Average elevation
is +7' msl. The width of the water body at the project site is in excess of 4800'.
The Carteret County Land Use Plan classifies this tract as Conservation by virtue of the fact
that it lies entirely within the AEC. The Division of Marine Fisheries does not designate this
area of Core Sound as a Primary Nursery Area; however, immediately north of the bridge,
Oyster Creek is designated. Core Sound and Oyster Creek both carry water quality
classifications of SA-ORW, and are open to the taking of shellfish for consumption. There
are patches of submerged grassbeds at the project site, but not within the location of any
proposed development.
The proposal is to construct a public launching facility. Specifically, two (2) concrete boat
ramps are proposed on the east side of the property. They are proposed for 15' wide x 68' in
length, extending approximately 50' waterward of the nhw contour, to reach a water depth of
-4.7' nlw. A 50' x 20' concrete skirt will be poured along the high ground side of the ramps.
Two (2) fixed docks, 76' x 6' and 151' x 6', will be aligned along the outer edges of the
ramps, with a float, 76' x 8' in the middle. Breakwaters (the applicant refers to them as
"groins") are proposed oil the outside edges of the fixed docks, extending 160''from the nhw
contour on the south and 121' on the north. These structures are proposed with 2" gaps for
every 2' interval of boards. All portions of this facility will be located in excess of 20' from
adjacent riparian corridors.
A retaining wall is proposed, 54.5', on the north side of the ramps, landward of all coastal
vegetation and connecting to the existing DOT bridge abutment. Approximately 38' of
riprap is proposed to the south side of the ramps, approximately 20' in width, extending to
no more than 5' from the nhw contour in an area void of wetland vegetation. Along the
south shoreline, the applicant proposes to construct a rock sill with a 6.5' base width, to a
height of 1.5' above substrate. This 258' sill will be located an average of 15' offshore, and
will be comprised of 86 cubic yards of rock. Twelve -inch concrete culverts are proposed
through the sill at 20' intervals of sill length. These features are intended to allow for fish
passage without enhancing the problem of scour. While the plats appear to completely Field

Investigation Report:
NCWRC-Oyster Creek
Page 03
---------------------------
encompass the culverts, the intent is to indent the sill at the culvert locations, such that the
sill will be no more than 4' wide at these features, allowing for the "day lighting" of the
culverts. Filter cloth is proposed beneath the sill. Sand fill will be placed in the 3870 sf area
behind the sill, which is proposed for planting of coastal wetland species. The sand is shown
at 8" in depth at the landward end, gradually reducing to grade at the sill. The plats
erroneously show filter cloth beneath the fill material. Spartina alterniflora is proposed to be
planted up to the 2' contour line, which represents the nhw line, and Spartinapatens is
proposed to continue to the shoreline, or the 3.5' contour line.
Within the high ground area of the property, the Commission proposes to construct 13
regular car and trailer parking spaces (130' x 50'), a single handicapped space, and a turning
area (95' x 95'). Concrete walkways are proposed around the handicapped space and
connecting to the ramps for a total square footage of 671 (approximately 72 sf will be timber
decking). The drive through the parking lot and turning area is approximately 260' x 25'.
Any spoil generated by grading for the parking area or construction of the ramp will be
placed on the west side of the property.
10. Anticipated Impacts:
The high ground impacts from this proposal come in the form of the backfilling of the
retaining wall, the spoil disposal grading, the parking lot, drive, turning area, skirt to the
ramps, a portion of.the ramps, a portion of the riprap, the handicapped access walks, and
the portion of the planting area above the nhw contour. These disturbances will require that
37,215 sf of high ground be filled/graded, and 72 sf be shaded. There will be shallow bottom
filling impacts from the remainder of the ramp, the sill, the remainder of the riprap, the
remainder of the planting area, and the breakwater, for a total of 8504 sf. Shading impacts
will occur from the floating and fixed docks in the amount of 1032 sf. There is proposed to
be a disturbance of approximately 56 cubic yards of material at the toe of the ramp for
"leveling" this feature. The total high ground impervious area within the AEC will be 23,
716 sf, or 29.4%. This represents an overall reduction of 4.44% over the existing impervious
area. If
Tere Barrett April 21, 2004 Morehead City

Form 13CM-NIP-1
A ArrLICATION-.-
('Co be completed by all applicants)
1. APPLICANT
a. Landowner:
Name North Carolina Wildlife Resources Commission
Address 1720 Mail Service Center
City Raleigh State
Zip 27699-1720 Day Phone
Fax [phone]
b. Authorized Agent:
Name
Address
City State
Zip Day Phone
919-715-3155
C. Street address or secondary road number
US 70 at Oyster Creek Bride
d. Is the proposed work within the city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Oyster Creek at Core Sound
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (C.g,
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Construction of a free bout launching f<cility, which includes:
2 concrete, Iaunch ramps, 2 tired courtesy docks, one floating
courtesy dock, a crltshed stone rnanucuver rind parking area.
Additional structures include one imaining wall and two
groins, one handicapped parking space with concrete
- and raised wooden walkways.
Fax
b. Is the proposed activity maintenance of an existing
C. Project name (if any) NCWRC Oyster Creek Boating project, new work, or both? New Conshuction
Access Area (BAA)
C. Will the project be public, private or commercial
use? Public
NOTE: Permit will be issued in name ojlmidowner(s), andlor
projeet name.
2. LOCATION OF PROPOSED
PROJECT
a. County Carteret
b. City, town, community, or landmark
Davis, NC
a. Give a brief description of purpose, use, methods of
construction and daily operations of proposed project.
If more space is needed, please attach additional
pages.
inns BAA facility will provided free public boating access to
Oyster Creek and the Core Sound. "Ihc following equipment
will be fused: bulldozer, backhoc, tr ackhoe, motognider, and
and pile driving equipment on barges.

Form DCN1-MP-1
4. LAND AND WATER
CHARACTERISTICS
g
h
Size of entire tract 1. 38 acres,1.85 Acre wide NCDOT
encroachment a , willent
Size of individual lot(s) NIA
Approximate elevation of tract above Ml-lW or NWL
approx. 7.0 feet above NWL
Soil type(s) and tCXtUre(S) Oil tract
Altavista loamy fine sand
Vegetation oil tract Mixed gntss, shrubbery, & small pine
trees. Weiland areas have [n.usb elder and salt -meadow hay.
Man-made features now on tract Wooden bulkhead.
180' Rip Rip Shoreline Stabilization, 3 Utility Poles, telephone
junction, abandoned zIs lialt road, and 20' section of guardntil.
What is the CAMA Land Use Plan land classification
of (lie site? (Corrsrlltthe tocul rrseplon)
X Conservation Transitional
Developed Community
Rural Other
How is the tract zoned by local government?
unzoned
is the proposed project consistent with applicable
zoning'? X Yes No
(rulach ;oirili coNrpliance certlf reel$', if applicable)
Has a professional archaeological assessment been
done for the tract? Yes X No
if yes, by whom?
k. Is the project located in a National Registered Historic
District or does it involve a national Register listed or
eligible property?
Yes X No
I. Are there wetlands on site? X Yes No
Coastal (marsh) X Yes No
if yes, has a delineation been conducted? 110
(attach doerrm ntYrtion, if available)
No official delineation has been conducted by USACE.
m
n
Describe existing wastewater treatment facilities.
NIA
Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
.wastewater, industrial/commercial effluent, "wash
down", and residential discharges.) Surface runoff
directed via sheetflow through gtatss buffers.
o. Describe existing drinking water supply source.
NIA
5. ADDITIONAL INFORMATION
In addition to the completeo application form, the
following items must be submitted:
A copy of the deed (with state application only) or
other instrument under which the applicant claims
title to the affected properties. if the applicant is not
claiming to be the owner- of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
An accurate dated Nvork plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 1/2" by II" white paper. (Refer to
Coastal Resources Commission Rule 7.1.0203 for a
detailed description.)
Please tlote that original drawings are preferred and
only high duality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if an
adequate number of duality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding ihat agency's use of larger
drawings.) A site or location map is part of plat
requirements and it must be sufficiently detailed to
guide agency personnel Unfamiliar with the area to
the. site. Include highway or secondary road (SR)
numbers, landmarks, and the like.

Form DCM-NIP-I
• A Stornirvater Certification, if one is necessary.
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. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name
NCDOT- Dwayne Alligood, Div, 2 Maint. Engr
Address
P.O. Box 1587 Greenville, NC 27835 ^
Phone
[phone]
Name
Mr. James P. Lewis
Address
1 101 Hwy 70 Davis, NC 28524
Phone
[phone]
Narne
Address
Phone
Name
Address
Phone
Name
Address
Phone
A list of previous state or federal permits
issued for work on tills project tract. InClude
permit numbers, permittee, and 1SSLllllg dates.
• A check for S250.00 made payable to the Department of
Environment, and MatUral Resources (DENIZ) to cover the
costs of processing the applicatioll.
A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A — 1 to
10) if the project involves the expenditure of public
Funds or use of public lands, attach a statement
documenting compliance with . the North Carolina
Environment Policy Act.
6. CERTIFICATION AND
PERMISSION TO ENTER ON LAND
1 understand that any permit issued in response to this
application will allow only the development described ill
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Managcrllent Program and will be
conducted in a manner consistent with such program.
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 ilforementioned 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 tills
application is truthful to the best of my knowledge.
This is the 08 day of March 120 04
Print Name Mark E. Cooney, Facilities Engineer
Signature
Landowner ur idraricedII era
Please indicate attachments pertaining to your proposed
project.
X DCM M11-2 Excavation and frill information
DCINI MP-3 Upland Dcvclopment
X DCM MP-4 Structures
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the boitom of each farm.

Form DCM-NIP-2
EXCAVATION
AND FILL
(Except 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.
Describe below the pur7)ose of proposed excavation or fill
activities. Ail values to be given in feet.
Access channel
(N-111W) or (MVL)
Canal
Boat basin
Boat ramp
Rock groin
Rock
breakwater
Other (excluding
shoreline stabilization)
No. 5 Washed SLoiw
Concrete (ramp,
apron, and walkway)
Erosion Control Stonc
Average Final
Existing Project
LenAh Width DCDth DeDth
68'
(lwo single
lane launch.
ramp)
approx.
30' total
approx.
4.5'
ipprox.
4.7'
Above
INILW
119.3 CY
Mow
INILNN'
56.6 CY
1. EXCAVATION
a. Amount of material to be excavated from below MHNN'
or NWL in cubic yards 56.6cubicyards
b. Type of material to be excavated loamy tine sand
C. Does the area to be excavated include coastal wetlands
(marsh), submerged aquatic vegetation (SAV's) or
other wetlands. Yes X No
d. Fiijligroundexcavation in cubic yards Ocubicyatd,;
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Material will be disposed ol—M
adequate high ground onsite in proposed matntevering area. Se
attached.
b. Dimensions of disposal area 130' X 35'
C. Do you claim title to the disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes X No
If yes, where?

Form WfM-MP-2
C. Does the disposal area include any coastal wetlands
(marsh), SAV's, or other wetlands.'
Yes X No
f. Does the disposal area include any area in the water'?
Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead X Riprap
(is actually a retaining wall since located above MYMI)
b. Length Retaining wall-54.5 ft., Rip Rap- 38 ft.
Stone sill- approx. 258 ft.
C. Average distance waterward of NI11W or NW
2 feet ofMHW
d. Maximum distance waterward of MI- W or NWL
2 feet oftvlHW
e. Shoreline ero51011 during preceding 12 months
Spring 2003- severe shoreline erosion from Storm,
180 ft. of Class I Rih Rap placed under CAMA
General Permit #C-34082.
(.Source of iuformaiiou): —File
f. Type of bulkhead or riprap material
Vinyl retaining wall, Class I and A Rip Rap, Class Q
and Class I Modified Rip Rap for stone sill
g. Amount of fill in cubic yards to be placed below
water level
86 CY Stone Sit]
h. Type of fill material
i. Saur-cc of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
f f yes,
(1) Amount of fill to be placed in the water
approximaicly 56.6 cu yds (incl. concrol: and scone)
(2) Dimensions of fill area Ramp: 42'X
30' below MLW
(3) Purpose of fill subgrade preparation and
launch ramps
b. Will the fill material be placed in coastal wetlands
(marsh), SAV's, or other wetlands?
Yes X No
I[ yes,
(1) Dimensions of Jill area
(2) Purpose of fill
t
5. GENERAL
a. Flow will excavated or fill material be kept on site and
erosion controlled Cruslied stone will be graded into
Parking lot upon need. Stone gradations such that no
conlaimimit is required. "7ashcd stone \vill be used as
subgrade beneath launch ramp.
b. What type of construction equipment will be used
(for example, drab -line, backhoc, or hydraulic dredge)`?
Bull dozer, backhoe, trackhoe, motograder, and pile
driving equipment on barges.
b. Will wetlands be crossed in transporting equipment to
project site? Yes X No
if yes, explain steps that will be taken to lessen
environmental impacts.
NCWRC Oyster Creek Boating Access Area
Applicant ar Project lame -
a. Will fill material be brought to site?
X Yes No
Signature
March 08, 2004
Date

Form DCIM-IMP-3
UPLAND
-"-T"
VLV-r'--7JLOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, form DCM-MP-I. Be sure to complete all other
sections of the Joint Application that relate to this proposed
project.
a. Type and number of buildings, facilities, units, or
structures proposed Concrete apron adjacent to the top or
access rasnp, and concrete han[licap walkway, ABC parking
and enll ante drive.
b. Number of lots or parcels N/A
c
Density (give the number of residential and the tttiits
per acre) NIA
d. Size of area to be graded, filled, or disturbed including"
roads, ditches, etc. approximately0.54 acres
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion control
plan been submitted to the Division of Land
Resources? Yes \ No
If yes, date submitted less than I Acre to be disturbed
f. List the materials (st:ch as marl, paver stone, asphalt,
or concrete) to be used for paved surfaces.
Concrete, crasher run stone, erosioi) control stone, and clean
Stolle
U. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
rmpCrVlotls and/or built upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vellicular driveways or parking 29,4%
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Flas a site development plan been submitted to the
Division of Environmental Managemcnt for review?
Yes t No
If yes, date submitted
Describe proposed method of sewage disposal.
NIA
i
Have the facilities described in item i. above received
state or local approval NIA
(attach appropriate docuntentwiun)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff;
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
surf ice nrnoffonly, no retention devices
1. Describe proposed drinking water supply source (e.g.
well, community, public system, etc.)
NIA
m. Will water be impounded? Yes a No
If yes, how many acres?
n. If the project was an oceanfront development, when
was the lot(s) platted and recorded? Nt/A
NCWRC Oyster Creek Boating Access Area
Applicant or Project name
Signature
March 08, 2004
Date

Form DCNI-NIP-4
STRUCTURES
(Construction and/or land distur'binb activities)
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 e
project.
a. Dock(s) and/pier(s)
(1) Commercial X Community Private
(2) Number 2 tiwddccls and 111catingdock aturcludtoamcm[cabutour-rit
(3) Length Floating -70 �v/ abutment, Fired #1-76' .v/ abutment,
FixL,d #2 -15l' vd abutment (both fixed docks attached to
break.%-aters
(4) Width 8'-floatatg,G-filed
(5) Finger Piers Yes X No
(1) Number
(10 Length
(iii) Width
(6) Platfort»(s) Yes X No
(1) Number
(11) Length
(iii) Width
(7) Number of slips proposed N/A
(8) Proximity of structure to adjacent riparian property
I i nes GR<aier than 20' on north and rut side of proprrty.
(9) Width of water body 0.7 nines
(10) Water depth at waterward end of pier at M H W or
NWL Floating- approx. 52" at MLW , Fixed # l- approx.
5'2" at MLW, Fixed #2- approx. 6'6" at MLW
b. Boathouse (including covered lifts) NIA
(1) Commercial Private
(2) Length
(3) Width
c
Groin (e.g. wood, sheelpile, etc.) NIA
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) Vinyl sheetpile
(1) Length Groin # l-approx. 121', Groin #2- 160'
(2) Average distance from MHW, NWL, or wetlands
same as length (ix14):1Idicular to \�;t(erline)
(3) Maximum distance beyond MHW, NWL, or
wetlands same as length
Mooring Buoys N/A
(1) Commercial Community Private
(2) Number
(3) Description of Buoy
(Color, inscription, sire, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond shoreline
f. Mooring structure (boadift, mooring pilings, etc.) NIA
(1) Commercial Community Private
(2) Number
(3) Length
(4) Width
g Other (Eire complete Poscripfion)
54.5 ft. timber with vinyl sheetpile retaining wall proposed
from Bre,&NN ater # l to US 70 Concrete bridge end bcnthvall
NCIVRC Oyster Creek Boating Access Area
Applicant or Project Name
signature
iiMarch 8, 2004
Date

ft T E C I
Project Site
0
70
A I
Jarrett Bay
70
1363
Oavis
2000 N-ficrooft Coro. andfor is sunoliers. AN rights reserved.
To Cedar Island /70
70
1371
O
Oyster Creek Project Site
Core Sound
1368
cz A t f a n I r C
0
Cape Lookout
Haflolml
Seashore

f � 1
Nn3 L Y, � .-. F-. wi.r '•Y. • F' .S � � .` l
DIVISION OF ENGINEERING SERVICES
1720 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1720
[phone] FAX: [phone]
PROJECT
OYSTER CREEK P 0ATI NG ACCESS AREA
NEW CONSTRUCTION
Oyster Creek at Core Sound
Carteret County, North Carolina
March 2004
Sheet Index
Sheet
I
of
9:
Existing Site Plan
Sheet
2
of
9:
Proposed Site Plan
Sheet
3
of
9:
Proposed Site Plan (Close-up)
Sheet
4
of
9:
Pre-Exisiting * Proposed Impervious Surface Comparison
Sheet
5
of
9:
Dock Ramp Dimensions
Sheet
G
of
9:
Ramp floating Dock Profile
Sheet
7
of
9:
Fixed Dock �- Breakwater Profile
Sheet
6
of
9:
Retaining Wall Detail
Sheet
9
of
9:
Low -Profile Stone Sill Detail
NOTE
Elevation Datum For All Sheets:
Mean Low Water (MLW)=O.O Ft.
VICINTY MAP
a
�tdr Crock

NOTES:
Water Quality Cla551flcatlon: Outstanding Resource Water (ORW)
CAMA AEC Buffer: 575 ft. (Ertlre Parcel falls within AEC)
NCWRC Parcel 512e: 1.38 Acres
NCDOT Encroachment Parcel 51ze: 0.47 Acres
Pre-exlsttrng developed total Impervious surface on NCWRC Parcel: 13,247 sq. ft.
Pre-existing developed total Impervlou5 surface on NCDOT Right -of -Way: 14,025 5q. ft.
Pre-existing developed total Impervlou5 surface: 27,272 5q. ft. {see Sheet No. 4 for details)
Proposed developed total Impervlou5 surface: 23,7 1 G sq. ft. (See Sheet No. 4 for details)
-6-0 fT
2, 0'f \.
' s
i
�Concre �' 1 ' ti
• jL9`.�CZG: n +wire :eEiA:p'i fShvl
5ulLhea
•h
B+v 45-/ I 1
W�,odan
Bndge`.
nd 6e�i
� a rail
NCDOT
/' 7
�:
DIVISION OF ruGr1,,VAY5
/
,' UtiLty Pole '-
DIVISION 2
105 PACT0LU5 •'1WY.
/ "
P-O. 50Y 1 557
/ '
G?.ELNVILLNC 27635
AiTN: OWAYNF ALLIGOOD
is %
gyp` 0
00A �
mx
ng a3C'Stvnc'l
syL ', II,
0 t.l
JI.
t FINE FOREST MAR5H
Jr.
v,Ir•
JAr11E5 P. LUW S I!•
1 t Q I HVN 70 't.7}- aG, alb, I
P.O. BOX 188 �' F
DAVIS. NC 28524
Core Sound
Oyster Creek
NOTE
Elevation Datum For All 5heet5:
Mean Low Water (MLW)=0.0 Ft.
N
0 60 120 180
5cafe: I Inch = GO feet
NORTH CAROLINA
WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
Oyster Creels boating Acce55 Area
Exlsltlncg Site Plan
G,:Pr�!_t:snOys:cr C'Cav
SHEET
MCC
G 5tcr Cf-k.rnvG
DESIGN By
CADD FILE ID
MCC
02-FE15-04
DRAWN By
DATE
9
G5M
1 G-FE6-04
CHECKED BY
DATE
OF
BY
REVISIONS
DATE

NOTES:
Water OUallty Cla551f1catlon: Out5tarding Resource Water (ORW)
CAMA AEC Buffer: 575 ft. (Entire Parcel fails within AEC)
NCWRC Parcel 51ze: 1 .38 Acres
NCDOT Encroachment Parcel 51ze: 0.47 Acres
Pre-exlsltirlc' developed total Impervlou5 surface on NCWRC Parcel: 13,247 59. ft.
Pre-exl5tlncg developed total Impervlou5 surface on NCDOT Right -of -Way: 14,025 5cl. ft.
Pre-exl5bn9 developed total Impervlou5 surface: 27,272 5q. ft. (5ee Sheet No. 4 for detall5)
Proposed developed total Impervlou5 surface: 237 I G 5q. ft. (See Sheet No. 4 for details)
IJCDOT
,Z2 0t4 OF ri1GriIVAY5
DIVISION 2
105 PACTOLU5 HWY.
P.o. 5OX 1557
GKEENVILLE, NC 27635
ATTN; DWAYr.E ALUGOO
I\.
s_O PT
3.0 PT 'y
_2.9 Pr
SEE Sf1EET NO. 8
RETAINING: WALL D
FLOOD EBB
Z'Xze
5EE 5HEET NO. 5 FOR
RAMP DOCK D1MEN51ON5
Wall\
4O •
{ i
MANFUV>=Rfr76 AREATJ
4
`�` \ yrcr' • e, cea a s> • r! _&' ABC STON.
1.30.0ft,Cj
t� • t6.�Ft�\
7 9f: �•
7.Ik
25:0
5 F
O`\ / r
./ .,..PW- _�.,K _ . r,
t ILA8C5rJN6,(135PACE5bE
1
4 z� �,� ✓-:� ter,
/ j �� _: �\air • �� 0�Q — /
FT
pr
5EE 51-1EET NO. 9 FOR
STONE BREAKWATER DETAiL
�
r G2.3ft. ��
p,
55.7ft
liJLAll-
I'
PINE FOREST
�s MAR511
a
alt. ,a1.
JAr,nES P. Lam" +y
Core 5ound
.
11 O I r IN/ 70 ryR
Pr'
tit+,
y
P.O. BOX 188
DAV15- NC 28524 v�EP
yy
.:I�.
,1r
.CIO C)\
D
�tv
oyter Creek
I
PREVAILING 5EA5
0 60 120 180
had 10111111cams=
Scale: I Inch = GO feet
NORTH CAROLINA
5r10AL WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
50 pr
NOTE
Elevation Datum For All 5heet5:
Mean Low Water (MLW)=0.0 Ft.
Oyster Creek f5oating Access Area
Proposed 51te Plan
G lProJ2c,. �I ystnr Crew
SHEET
M EC
a,�__, ae,k.DWG
DESIGN BY
CADO ME 1D
MEC
02-FEB-04
DRAWN BY
DATE
0
G5M
I G-FEB-04
CHECKED BY
DATE
OF
BY
REVISIONS
DATE

-3.0 FT
-2.0 FT
MEAN NIGH WATER,
51 MEAN LOW WATER
SUBMERGED AQUATIC VEGETATION
3G.Oft
5AV
5.Oft
5AV
'10 Re tai,n in ca Wa I I
C3
10. 0 it
-e
.(N Groin
1 2 it
N \MaF,,h
5G
5.
I'M, W�
;A W
MANf-UVEKING AREA A A ...... ....
R4 iS. 2'L
. — g
. . . -,ly�N
I� 1� ju
Z' A.
F05t Cable
C
-G.0 fT
50 Oft INE2 NIX
G ADC 5TON
J
5cale, I inch 20 feet
7 5,7 Ft NORTH CAROLINA
Groin
WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
50.otv � \ /Gla I Oyster Creek Boating AccC55 Area
Proposed Site Flan-Clo5eup
C135SHEET5 I MEC
DESIGN BY CADD FILE 0
30.0 it RIP Rap MEC 2 1 -Dec-03
DRAWN BY DATE
ARTK ILE R PARKING ILI
G5M
CHECKED Y DATE OF
I O.Oft NOTE
BY REVISIONS DATE
Elevation Datum for All Sheets:
4, Mean Low Water (MLW)=0.0 ft.

PROPOSED DAMP $ DOCK DIMENSIONS
3 TIAIEIER PILE5
Scale I Inch = 20 feet
NORTH CAROLINA
WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
Oyster Creek Boating Access Area
Proposed Ramp � Dock Dlmenslors
SHEET
MEC
o ,__•--ecL.O1:G
DESIGN BY
CADO FILE ID
5
MEC
2-Feb-04
DRAWN BY
OATS
G5M
I G-Feb-04
9
CHECKEDOY
DATE
OF
BY I REVISIONS I DATE

PROPOSED RAMP * FLOATING DOCK PROFILE
(Section A -A) 'Iference 5heet 3 of 9
Exj5tincg Profile
Ramp Structure Con515t5 of:
8" Steel Reinforced Concre+:e Slab (Cla55 AA
G" No. 57 !hush Stone
1 2" CIa55 A Er051on Control Stone
Eih Above, MLW=32.4 cubic yards
i~xcavation Above MLW= I TO cubic yards
--- MLW El. 0.0'
'�— EX15tin' j Profile
Excavation Below MLW= 39.G cubic yards
Fill Belotiv MLW= I I .G cubic yards

PROPOSED FIXED DOCK � BREAKWATER PROFILE
(Section A -A)
Breakwater begins _,.
Fixed Dock Begins
I. 4-0 — \ \% ff I. 5.0' ---,
m
2" Cut in Vinyl Sheet Piling Spaced every 2'
to MHW (Top EIv. 4.G' )
Length of Fixed Docks
G5.0'
NOTE:
-A proposed breakwater height of 1.5 ft above 1M1 W 15 necessary due to the fact that the
MrIHW frcopentiy reaches an elevation of 3.0 ft as noted by the elevations of existing
frecfuel�tly flooded tr01151tIOrl31 wetlands.
Scale 1 "= 1 0'
0 LO 20 30
i
5.
m
4"XG" �v% .aler - 2.5 CCA
mi,
- I \ \>\\\
P?mip 51ope- 1 4.0 %
Doc Slope- 1 5 : I
Timber Piles- Min. 8" Dutt widtYi
Vinyl Sheet Pihnq
­pth Varies
PROF05ED GROIN CR055_5ECTION
Scale I "— 1 0'
5.
zn
5.0'
MLW El. 0.0'
2" Cut in Vinyl Sheet Piling 5pacecd every 2'
to MLW (Top ff Iv. 3.0')
NORTH CAROLINA
WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
Oyster Creek boating Acce55 Area
Fixed Dock Profile
M EC
G �rr�,c�:s:fp,:u erae�
Creek.DXG
SHEET
OESION BY
CARD FILE ID
MEC
02-rtB-04
DRAWN BY
DATE
9
OF
G5M
CHECKED BY
i G-FLB-04
DATE
BYI
REVISIONS
DATE

NCDOT
DIVi510N OF HIGHWAYS
D1V151or; I
-2.0 Fr�\
L S�IIrN
>2er`d,n�rg wall ,
I
105 PACTOLu5 h1WY.
P.O. BOX 1587 ��raf�.��. greakwaCer
GREENVILLE, NC 27535
ATTN; DWAYNE ALLiGOOD ~\ ' � N - 'I
1 _ RAUP ho I-
`'
:swN�euv . SIG AeeA
It 1 ® A3C STONE
\ / \ C
Qy5ter Creek
,3 f
CAP, e TRA4Er'v ARr .;G,(I 3 SPACES)
.5.0 FTI
e,
51-10AL
1�
PINE F0RE5T-
��� all. a oi'
MAR5t1
,11.
-5,017
PREVAILING 5EA5
/ '%if, '` I;' Core Sound 0pm 111IM111111 60 120 180
II iL• Scale: 1 Inch = GO feet
ab, all.
LOW -PROFILE 5TONE SILL PROFILL
BOTTON4
I
i
i
1
1
I
ARMOR 5TONE
CLA55 B RIP RAP
CORE 5TONE
MODIFIED
I P P
PI. ;3.5 Fr
LOW -PROFILE 5TONE 5ILL' PLAN VIEW
EI, -2.0 FT
f=l. -3.0 F7 N11-118 EI. -1 O Fr EI. 0,0 Fr
i?
Salt Meadow
-=
2.Oft
•r -r
it �.,
,}..
V
AFMOR 5TO�:E
CLA55 B PAP
planted
`
'
.i
F,P
'5moo�h
i �-;
1211 RCP
CordqraEpspaced
at 20 ft.
Intervals
FIO4
� I O W4.Oft
p
f(
CODE 5TONE
CI A55 I RIP RAP
--�I I7.7ft -�
39.8ft
Scale: I Inch = 20 feet
�CLA55 RI RP El. 2.0 FT
F 1 1 5 FT
FILTER CLOTH PLACED BENEATH STONE AND FILL
Fl. 1.0 FT .
El. 0.0 FT
— 1 2" REINFORCED CONCRETE PIPE (4 FT)
5PACED AT 20 IT. IN T ERVAL5
5cale: I Inch = 4 feet
NOTE
Elevation Datum For All 51-feet5:
Mean Low Water (MLW)=O.O Ft.
NORTH CAROLINA
WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
Oyster Creek Boating Access Area
Low -Profile Stone 5111 Detail
GaPrgxe:e/O�s:er Creek' SHEET
�✓� EC OySur Cr_ek.DSL'G
DESIGN BY CARD FILE ID
MEC 02-FEB-04
DRA�.N BY DATE
G51M ! 6 FEB 04 9
CHECK BY DATE OF
BY I DATE