20090286 Ver 1_CAMA Application_20090319

ter....
NCDENR
North Carolina Department of Environment and Natural Resources ''?s?yp ?9
Division of Coastal Management os? r?• ?,, ?
.
Beverly Eaves Perdue James H. Gregson re an
Governor Director retary
( 0 2 8 6
March 17, 2009
MEMORANDUM:
TO: Cyndi Karoly
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Eric Stephen Stroud
Project Location: The project site is located adjacent to Bogue View Court Subdivision,
Newport, Carteret County.
Proposed Project: The applicant is proposing to construct a pier, platform, finger piers, tie
pilings, 8 slips, extension of the existing gravel access road, a boat and RV
storage area and a future 52 lot subdivision.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
04/07/2009. If you have any questions regarding the proposed project, please contact
Heather Styron at [phone]. 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.
400S1Mr9]Dve,, Morehead City, NC 28557--3421 DATE One
Phone: [phone] n erne : www.nccoas a mans ement.net - ?T" lina
%
An Equal Opportunity \ Affirmative Action Employer Natu'rallb,
Major Permit Fee Schedule
Circle One
DCM % DWQ %
Development Type Fee (14300160143510009316256253) (2430016024351000952341)
1. Private, non-commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas: $250 100%($250) 0%($0)
II. Public or commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas: $400 100%($400) 0%($0)
111. 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 General Water
Quality Certification No. 3490
(See attached) can be applied: $250 100%($250) 0%($0)
III(B). Public or commercial
development, if General Water
Quality Certification No. 3490
(See attached) can be applied: $400 100%($400) 0%($0)
III(C). If General Water Quality
Certification No. 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: $400 60%($240) 40%($160)
III(D). If General Water Quality
Certification No. 3490 (see
attached) cannot be applied: $400 60%($240) 40%($160)
IV. Development that involves the
filling and/or excavation of more
than one acre of wetlands and/or
open water areas: $475 60%($285) 40%($190)
Check 4
Amount -$41`• D0
Project y ? ?'
Name .,,'C ;t(:\?c V_..'
DIVISION OF COASTAL NIANAGENIENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Eric Stephen Stroud
2. LOCATION OF PROJECT SITE: Parcel adjacent to Bogue View Court S/D
and adjacent to Bogue Sound in Morehead City, Carteret County
Photo Index - 2000: 39-497 grid (U-15)(V-15) (W-15) (X-15)
2006: 38-8054 grid (U-14)(V-14) (W-14) (X-14)
State Plane Coordinates - X: 2603517.100 Y: 3514.00.805 Rover # J082814A
LAT 34°41'55. 51385 LON 76°59'31. 10887
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 8/28/07, 8/29/07,
10/21/08,2/28/09
Was Applicant Present -yes, no, yes, no
5. PROCESSING PROCEDURE: Application Received - 09/12/07, withdrawn on 1/25/08
03/14/08 resubmitted, newest
changes submitted 2/3/09
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
Land Classification From LUP - Limited Transition/Conservation
(B) AEC(s) Involved: PTA, EW, ES and CW
(C) Water Dependent: Yes
(D) Intended Use: Private/Community
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - N/A
Planned - Pier, platform, eight slips, four finger piers, four
tie pilings, extension to existing gravel road
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Open Water N/A N/A 2,635 ft2 incorp.
1,776 ft2 shaded
(B) Coastal Wetlands N/A N/A 210 ft2
shaded/Incorp.
(C) Jurisdictional Wetlands N/A N/A 192 ft2
shaded/Incorp.
(D) Upland Development (Road, N/A 89,733.6ft2 N/A
Boat and RV Storage Area)
(D) Total Area Disturbed: 92,770.6 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SA, ORW Open: Yes
Eric Stroud
Page 2
8. PROJECT SUNLMARY: The applicant is proposing to construct a pier, platform,
finger piers, tie pilings, 8 slips, extension of the existing gravel access road, a boat/rv storage
area and a future 52 lot s/d.
9. Narrative Description:
The Eric Stroud project is located adjacent to Morada Bay S/D in Newport, Carteret County.
Morada Bay s/d is found by turning off of Hwy. 24 east onto J Bell Lane. Follow Morada Bay
Drive to the future site of Phase III, Morada Bay. Follow the existing partial dirt and rock road
until the cul-de-sac appears. The site is located at the waters edge through the woods. The site
lies on the northern side of Bogue Sound in this area.
The subject property is 1,737,241 square feet in its entirety and averages 16.5' in elevation
above NHW. There are not any structures currently on the high ground portion of the site;
however, there is an existing gravel access way on the property. Along the shoreline of Bogue
Sound is a 50' fringe of Coastal Marsh that contains Black Needlerush (Juncus
roemaerianus), Scirpus Spp, Salt Meadow Grass (Spartina patens) and Smooth Cordgrass
(Spartina alterniflora). The high ground portion of the track is vegetated with Loblolly Pine
(Pinus taeda), Scrub Oak ( uercus mohriana) and Live Oak (Quercus vir ing iana). Aerial
photographs and site visits with DMF indicate that SAV's do exist in the area. The shoreline
has a length along the NHW line of 923.69ft for the entire tract and 50ft for the pier access
easement. There is a single-family residential S/d to the west and single-family residential
parcels located to the east. The single family S/d at the west has a community dock next to
the proposed project. This project is intended to serve the existing Morada Bay subdivision
and the future 52 lot Morada Bay IV.
The Division of Water Quality classifies this area as SA and ORW waters. This area is not a
Primary Nursery Area. This portion of Bogue Sound is open to the taking of shellfish and is a
width of 1,065'. There is a COE federal channel setback of 80'. Substrate within this area is
mostly silt and sand. Carteret County's Land Use Plan dated 1996 classifies this area as
Limited Transition with Conservation within the AFC's. There are no shellfish leases in this
area.
10. Protect Description:
The project consists of construction of a 6'x32' boardwalk, 6'x 293' pier, 8'x15' platform, four
2.7' x 10' finger piers, four tie pilings, eight slips, a 12'x 473' extension to the existing gravel
access road, boat/rv storage area and a future 52- lot s/d. The pier would provide boating and
pedestrian access to Bogue Sound for owners and residents of the existing Morada Bay
subdivision and the future Morada Bay IV.
The 6'x 32' boardwalk would cross over jurisdictional wetlands with a 6' x 35' portion of the
pier crossing over coastal wetlands. The remaining portion of the pier would cross open water
and would retain the dimensions of 6' x 258' from the water ward edge of the marsh. There
would be an 8' x 15' platform located at the most waterward end of the pier. They applicants are
also proposing 4 finger piers that would extend from the pier portion. They would be located
landward of the proposed platform with two located on the west side of the pier and
Eric Stroud
Page 3
two located on the east side of the pier. They would retain the dimensions of 27 narrowing to
1' and would be 10' in length. There would be four tie pilings located within this area to help
formalize the proposed 8 wet slips. Bogue Sound is approximately 1,065' wide in this area and the
pier with platform would extend 266' into the water body from the waterward edge of the marsh.
The most water ward extent of SAV's observed end at 206' from the edge of the marsh. The eight
slip areas would be located starting at 213' from the edge of the marsh. All slip areas and finger
piers would be located outside of the observed SAV location. The finger piers for slips one and
eight would be located 3 to 5 feet waterward from the outermost limits of the SAV's. Water
depths around the proposed dock average -2.9'NLW. The platform area of the dock would be
120ft2 on an easement shoreline of 50'. Substrate composition is mostly sand and silt. Riparian
lines are drawn 90° from the channel and appear to coincide with aerial photography showing the
channel configuration. The dock would be located 268 feet from the 80' intracoastal channel
setback. The proposed dock would not be a hindrance to navigation.
The applicants are also proposing a road extension to connect to the existing gravel road. The
extension would be 12' wide and 432' long with an oval gravel turnaround and cover .025 %
impervious within the AEC and.072% impervious outside of the AEC. There would be a
30,000 square feet gravel rv/boat storage located outside of the AEC. The total area of
disturbance for upland development would be 2.06 acres. Per the applicant a cross easement
agreement between Inland Properties Group (developers of Morada Bay phases I, II and III)
and Eric Stephen Stroud Has been recorded with the Carteret County Register of Deeds. The
easement allows Mr. Stroud access for his property and in return the residents of the existing
subdivision have been given water access rights on Mr. Stroud's property with a rv/ boat
storage also provided.
11. Anticipated Impacts:
This proposed pier would result in 2,635ft2 of open water incorporated while shading 1,776
ft2. The pier would also shade and incorporate 210 ftz of coastal wetlands and the boardwalk
would shade and incorporate 192 ft2 of jurisdictional wetlands. The upland development for a
connecting gravel road to the existing gravel road would cause 89,733 ft2 of disturbance. An
increase in turbidity will occur while setting pilings. There should be no hazard to navigation
resulting from this project, as there are other docks of equivalent length along the same
shoreline. No coastal marsh would be filled or excavated during this project. SAV'S were
observed during field visits, however the slips should not impact the SAV's due to the
location proposed and the existing water depths.
Heather Styron Morehead City March 13, 2009
190M!-1
APPLICATION for
Major Development Permit 9- 0 2 8 6
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name Project Name (if app licable)
N/A n/a
Applicant 1: First Name MI Last Name
E Stephen Stroud
Applicant 2: First Name MI Last Name
n/a
If additional applicants, please attach an additional page(s) with names listed. N G a
Mailing Address PO Box City State
1550 Raleigh NC
ZIP Country Phone No. FAX No.
27602 1550 USA 919 - 832 - 0594 ext. n/a n/a - -
Street Address (if different from above) City State zip
n/a n/a n/a a-
Email
[e-mail]
2. AgentContractor Information
Business Name
Coastal Planning Services, Inc.
Agent/ Contractor 1: First Name MI Last Name
Kathy B. Vinson
Agent/ Contractor 2: First Name MI Last Name
n/a
Mailing Address PO Box City State
827 Morehead City NC
ZIP Phone No. 1 Phone No. 2
28557 0827 252 - 240 - 929 7 ext. n/a 252 - 354 -4916 ext. n/a
FAX No. Contractor #
252 247 5875 n/a
Street Address (if different from above) City State ZIP
n/a
Email
[e-mail]
<Form continues on back>
Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3, Project Location
Street Address
County (can be multiple) No physical address has been assigned by Carteret State Rd. #
Carteret County.The property is off Hwy 24 and Morada Bay Drive in n/a
Newport, NC.
Subdivision Name City State Zip
Morada Bay IV Newport NC 28570-
Phone No.
pal page with list)
Lot No. (s) (d many, attach ad pp
n/a - - ext. 52 lots proposed,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak Bogue Sound
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ?Manmade ?Unknown Bogue Sound
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
?Yes ®No work falls within.
Carteret County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
923.69' for entire tract (access easement = 50' of shoreline) 1,737,241
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
Proposed 20,000 square feet, NWT (normal water level)
(If many lot sizes, please attach additional page with a list) 16.5' ®NHW or ?NWIL
e. Vegetation on tract
Tract consists of wooded areas and cleared agricultural fields.
f. Man-made features and uses now on tract
Property previously used for agriculture and timbering. An existing section of gravel access way is located on the property
No other man-made features on tract.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Single-family residential subdivision to the west, single-family residential parcels (permanent and seasonal) located to the
east.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
R-20. (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes 23No ?NA
If yes, by whom? n/a
1. 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>
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)
Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
n. Describe existing wastewater treatment
None.
o. Describe existing drinking water supply source.
None.
p. Describe existing storm water management or treatment systems. j'-1
, .
Sheet flow into Bogue Sound.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ?Public/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Pier, boat slips, gravel access road, and boat/RV gravel parking area will serve property owners and residents of the existing
Morada Bay subdivision, per Cross Easement Agreement (copy enclosed) between Inland Property Group, LLC and
Stephen and Grace Stroud. Facilities will also be used by a potential single-family subdivision that may be developed on the
tract.
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.
Pier pilings to be installed by pile driver from barge to be stored on Bogue Sound. Gravel road and boaVRV parking area to
be constructed by dumpster, grader, and bulldozer to be stored onsite. One piece of each type of equipment will be used,
d. List all development activities you propose.
Within AECs, a pier with eight slips, four finger piers,four tie pilings, and a new section of access road (6436 square feet).
Outside AECs, a new section of access road (13,680 square feet) and a gravel boat/RV parking area (30,000 square feet)
are also proposed.
e. Are the proposed activities maintenance of an existing project, new work, or both? new
f. What is the approximate total disturbed land area resulting from the proposed project? 2.06 ?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.
Low-density stormwater subdivision with curb outlet swale system.
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>
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) - (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.
Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified 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 Julian I. and Thelma Weeks
Phone No.
ja
Address 4382 Highway 24, Newport, NC 28570
Name Ross L. Fogleman, Jr.
Phone No.
Address 1708 Cambridge Drive, Kinston, NC 28504
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.
Stormwater Management Permit No. SW8 080917 issued to Steve Stroud on October 1, 2008.
Erosion and Sedimentation Control Plan Letter of Approval with Modifications and Performance Reservations issued to Stephen Stroud on
January 6, 2009.
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.
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 fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date _February 3, 2009 Print Name Kathy B. Vinson
Signature
Please indicate application attachments pertaining to your proposed project.
?DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
®DCM MP-4 Structures Information
Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing 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 project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. One existing parcel, 52 lots proposed
One gravel access road and one gravel boat and RV
parking/storage area.
c. Density (give the number of residential units and the units per d. Size of area to be graded, filled, or disturbed including roads,
acre). ditches, etc.
52 proposed residential lots, 1.3 units per acre. 2.06 acres
e. If the proposed project will disturb more than one acre of land, the f. List the materials (such as marl, paver stone, asphalt, or concrete)
Division of Land Resources must receive an erosion and to be used for impervious surfaces.
sedimentation control plan at least 30 days before land-disturbing Gravel will be used for roads. New section of road to
activity begins.
access boat/RV storage area and existing road will
(i) If applicable, has a sedimentation and erosion control plan been eventually be paved with asphalt. New section of road to
submitted to the Division of Land Resources? access pier will remain graveled.
®Yes ?No ?NA
(ii) If yes, list the date submitted: Approval of sedimentation
and erosion control plan was issued on January 6,
2009.
g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or built-upon surfaces, such as require a Stormwater Certification.
pavement, building, rooftops, or to be used for vehicular driveways (i) Has a site development plan been submitted to the Division of
or parking. Water Quality for review?
.025 ®Yes ?No ?NA
L Give the percentage of the entire tract to be covered by impervious Stormwater permit was
(ii) If yes, list the date submitted:
and/or built-upon surfaces, such as pavement, building, rooftops, _
Issued on October 1, 2008
or to be used for vehicular driveways or parking.
.072
j. Describe proposed method of sewage disposal. k. Have the facilities described in Item (i) received state or local
Individual septic systems are proposed. approval?
®Yes ?No ?NA
If yes, attach appropriate documentation.
1. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater
state (e.g., surface runoff, sanitary wastewater, industrial/ design?
commercial effluent, "wash down" and residential discharges). ?Yes ENo ?NA
Surface runoff. If yes, attach appropriate documentation.
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
West Carteret Water Corporation.
o. When was the lot(s) platted and recorded?
Mr. Stroud's deed to the tract was recorded on March 19,
1998.
n. (i) Will water be impounded? ?Yes ZNo ?NA'
(ii) If yes, how many acres? n/a
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
?Yes ®No ?NA
February 3, 2009
Date
Morada Bay Water Access and Boat/RV Storage
Project Name
Stephen Stroud
Applicant N me
Applicant Sig 'ture
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 ?This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
?Commercial ?Public/Government SPrivate/Community ?Yes SNo
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 258'
(iv) Width 6-
(v) Floating ?Yes SNo
e. (i) Are Platforms included? SYes ?No
If yes:
(ii) Number 1
(iii) Length 8'
(iv) Width 15'
(v) Floating ?Yes SNo
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
8
(ii) Number of slips existing
0
d. (i) Are Finger Piers included? SYes ?No
If yes:
(ii) Number 4
(iii) Length 10'
(iv) Width 2.7' narrowing to 1'
(v) Floating ?Yes SNo
f. (i) Are Boatlifts included? ?Yes SNo
If yes:
(ii) Number n/a
(iii) Length n/a
(iv) Width n/a
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
S Dockage ("wet slips") only, number of slips: 8
? Dry storage; number of boats:
? Boat ramp(s); number of boat ramps:
? Other, please describe:
i. Check the proposed type of siting:
? Land cut and access channel
?Open water; dredging for basin and/or channel
SOpen water; no dredging required
?Other; please describe:
k. Typical boat length: 18't023'
m. (i) Will the facility have tie pilings?
SYes ?No
(ii) If yes number of tie pilings?
4
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
open runabout
1. (i) Will the facility be open to the general public?
?Yes SNo
2. DOCKING FACILITY/MARINA OPERATIONS ?This section not applicable
!/t/ ?C e ?'1l? AD ??dS /`0 d r?sa5"?tC7? cY kk? 4 r1 /1 4
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
[] Toilets for patrons; Number: ;Location: rj Y1
? Showers
[] Boatholding tank pumpout; Give type and location: of V j?
b. Describe treatment type and disposal location for all sanitary wastewater.
none
c. Describe the disposal of solid waste, fish offal and trash.
Trash receptacles to be located on highground.
d. How will overboard discharge of sewage from boats be controlled?
none
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
none
(ii) Give the location and number of "Pumpout Available" signs proposed.
none
i
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
n/a
g. Where will residue from vessel maintenance be disposed of?
none
h. Give the number of channel markers and "No Wake" signs proposed. none
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
none
j. What will be the marina policy on overnight and live-aboard dockage?
none
k. Describe design measures that promote boat basin flushing?
n/a
1. If this project is an expansion of an existing marina, what types of services are currently provided?
not an existing marina
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ®No
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 96 ®SAV 1260 []SB
OWL 125 []None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? []Yes! ONo
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
n/a

3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
[]Commercial ?PubliclGovernment []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): b. Number
. []Commercial ?Public/Government []Private/Community
C. Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
20' to the west, 4' to the east (waiver enclosed)
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
1065' from edge of marsh to edge of marsh.
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.
n/a
b. Proximity of structure(s) to adjacent docking facilities.
60' to the west,approximately 1150' to the east.
d. Water depth at waterward end of structure at NLW or NWL
- 2.9' NLW
8. OTHER ®This section not applicable
i
a. Give complete description:

February 3, 2009
Date
Morada Bay Water Access and Boat/RV Storage
Project Name
Stephen Stroud
Ap
plicant Name
?k- ?LI441? --Ap
plicant Sign9ure
PROJECT DESCRIPTION
Stephen Stroud
Carteret County
February 3, 2009

The proposed project is located on a 39.88-acre wooded tract that was previously partially cleared
for agricultural use. The site also contains an existing gravel access road.
The property fronts Bogue Sound and is adjacent to single-family residential areas, including the
Morada Bay subdivision (Phases I, 11, and III). Access to the project site is gained from NC
Highway 24 through Morada Bay.
Within the Coastal Shoreline AEC, the project consists of construction of an 8-slip wooden pier
with finger piers and tie pilings and a 536.3' x 12' extension of the existing gravel access road.
Outside the AEC, the project consists of a 570' x 24' gravel road extension accessing a 30,000
square foot gravel boat/RV storage area. The existing gravel road connects the proposed road
extensions. The existing road section and the proposed road section accessing the boat/RV
storage area will eventually be paved.
The water access and boat/RV storage area will serve owners and residents of the existing
Morada Bay subdivision. A potential future single-family subdivision (Morada Bay IV) to be
located on the tract will also be served by the project. (Morada Bay IV, consisting of 52 lots,
received sketch approval by the Carteret County Planning Commission in October 2005. There
are no current plans or timeline for development of Phase IV, other than the water access and
boat/RV storage areas.)
The pier will be located on a 50' wide water access easement that is included in the Cross
Easement Agreement described below. Only the shoreline adjacent the access easement will be
dedicated to the proposed pier facility. The pier will measure 258' x 6' with an 8' x 15' platform.
Four finger piers measuring 10' by 2.7' narrowing to 1' and 4 tie pilings are included. The pier is
located 20' from the adjacent riparian corridor to the west. Mr. Stroud has provided a waiver as
the adjacent riparian property owner to the east of the easement to allow the structure to be built
within the eastern setback. A copy of the waiver is enclosed.
The boat slips associated with the pier have been located beyond the waterward extent of SAVs
found at the site. An on-site meeting with representatives of National Marine Fisheries and the
NC Divisions of Marine Fisheries and Coastal Management located SAVs waterward for a
distance of 210' from edge of marsh. Normal low water depths in the area of the boat slips
measure -2.9' to -3.0'.
A Cross Easement Agreement between Inland Properties Group, LLC (developers of Morada Bay
Phases I, II, and III) and Stephen Stroud, dated August 4, 2006, has been recorded with the
Carteret County Register of Deeds. The easement allows Mr. Stroud access to his property
through Morada Bay Phases I, II, and 111. In return, residents of the existing subdivision are given
water access rights on Mr. Stroud's property and a boat/RV storage area is provided. A state
stormwater permit and approval of an erosion and sedimentation control plan for Morada Bay
Phase IV were recently issued. These permits were pursued to allow development of the boat/RV
storage area and to comply with CAMA permit application requirements for full disclosure.
Copies of the permits are included with this application.
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VEGETATION
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11/03/08 Major CAMA Application for:
DRAWN
CAI?
RENSfON Steve Stroud
S.= 50 Individual Tract
PRA'' NO.
04806Pier3 White Oak Township
C? 03655 Carteret County, N. C.
LAI Ci ALAN
Bell & Phillips Surveying, PLLC
604E CEDAR POINT BLVD.
CEDAR POINT, N. C. 28584
TELEPHONE: [phone]
EMAIL: abellsurveying®tcp2.com
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e

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Bulkheo-
5 75'
T
R Line
A.E.C.
SITE
404 Wetlands Line
BOGUS SOUND Live 0%
Ook ya Coastal Wetland Line
ECl?fd _Normal High Water
VICINITY MAP-NOT TO SCALE
Allowed T's and Finger Piers S.F.:
50' Shoreline x 4 S. F. = 200 S. F.
Proposed:
T• 8' x 15' = 120 S. F.
Finger Piers: (1' + 2.7)12 x 10' _
18.50' S. F.
18.50 S. F. x 4 Finger Piers = 74 S. F.
FOR MAJOR CAMA APPLICATION
PURPOSES ONLY
Total = 120 + 74 = 194 S.F.
LEGEND
M - WATERWARD EDGE OF MARSH
404 - 404 WETLAND LINE
SAV - SUBMERGED AQUATIC
VEGETATION
CW - COAST WETLAND LINE

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Vegetation in this area
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-2.5 \
x )K -2.5 X2.5
Water Depths \ )K -2.9
at normal low water
o \ \5A?
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W -2.8
1 \ Piers
j SAV \ 8 2
-2.7
Mooring -3.07 3 \
Pilings \ 6 °
)K-J.0 5 4 \3.0
No Submerged Aquatic \
Vegetation in this area \
-2.9
W -2.9
8' x 15' T
x -2.8
ECM-Existing Concrete Monument
B o g u e S o u n d
50 0 50 100 150
GRAPHIC SCALE - FEET
Major CAMA Application for:
AWN
Steve Stroud
?SlON
1' - 50' Individual Tract
3GHC
PR N
04806Pier1 White Oak Township
°°°°
03665 Carteret County, N.C.
Bell & Phillips Surveying, PLLC
604E CEDAR POINT BLVD.
CEDAR POINT, N. C. 28584
TELEPHONE: [phone]
EMAIL: abellsurveying®tcp2.com
Mooring NO SAWS IN I Pilings THIS A~~ LE'GEND
SAWS IN ~ EXISTING IRON ROD
Wafer Depths TNIS AREA Q 3 4 -3.8' x 15' T ~ EXPSTtNG IRON PIPE
at normal !ow water 1 2 ~ -2.9 ~ EXISTING CONCRETE MONUMENT
2k f1~ ~ -1.4 1 7 or, Colr'dor 2 19 6 5 8 NEW' CONCRETE MONUMENT
e 50' Steve & Grace .Stroud 111 RIGHT OF WAY Ce 5t Norma! :High Water Woferward Edge Marsh ~ djo°e~t RI on d ° 1 8 07~ -3 -X-WOODS LINEENTED POINT r0 Ll d ~ Sh to ~ -2.5
.o Coo: Coastal Wetland Line of o _213 0/ -~+P`-OVERHEAD POWERLINE , d ~ d Finger B 0 U e S 0 u n d ®POWERPOLE
t ' 20' 2' 13' CROSS EASEMENT LINE 4 PA .404 Wetland Line, ~ , arion Piers
- 1 T /~e~{ C' P NO SAWS IN
, i ~ %T, ~ trorn Cor~or THIS AREA -2.9
Proposed 12' wide•~ 1 Gravel Access ~ t RAP n ~ -2.5 1~ 2.8 ~ -3.0
cone ~ cone ~ 575' To A.1 SITE ~u~ 575' To A.E C. Lme ~ ~~~-1,~oen ~ -1.6 've Ook P ~ -2.8 REV .DESCRIPTION DATE
i Curb & Gutter ' Water De the :M``~: i ~ ; ' ~ y;~;; ;2676.48'
ROGUE SON To ECM``~~'~i,i';•;,;;; UD so scAte PROPERTY LINE of normal low water REV DESCRIPTION XX/XX/XX
(Future Construction N 03'4708 W ECM -0,6
Bogue ~ ~ =1.1 ~ -1.6 ~ -1.6 1~ -1.5 ~ -2J 1~ -2.9 Bogue
tr r ee oss ec ions View c1 Vlew Ct. Bottom of decking Adjoiner's Existing Community Pier
NO SCALE Wood to be 3' above
Future ( Construction J Bulkhead Wetlands Substrate,
VICI TY MAP-NOT TO SCALE ~ o Z ~ w ~ o
j• j~ ~'0 p4 N~
GNETIC NORTX ~ 0 0 0 j. p 8, O/G 4 0 i a ~o ~
1975 8 y 8
Boffom of decking = 6.0
MORADA BAY-PHAS E .111
SINGLE FAMILY RESIDENTIAL (
4 4
48 35 J.8 = arm I 1.8 =Normal
Hi h Water High Water
_ 46
~ Normal Low ter O Normal Low Water V
\
38 \ r, ~ 47 ~ 37 ~~~~,i
B tf "f '~y~ ~
45 HOA - - ~ ~ -4 _4 ~ ~
.NATURAL -AREA , 50' INGRESS, EGRESS, JULIAN IYEEXS ' / NORTH BREEZE CT. (50 R/W) CAAfP YIE1P CT. (50 R/1/)
1.55 ACRES \ & vTILtTY EasEMENT R-20 (SUMMER CAMP) / V ~
~ ~ 1 ~ ~
O W
se
41 40 39
MORADA BAY \ 44 4z ~ 43 ..PHASE II ~ Vertical Scale: 7 " = 4' m ~ ti
575' A.EC. LINE Horizontal Scale: 1" = 50' ~ ~ ~ ~ ~
S 04°20'21 E 800.81 ' ~t ,mil 90.81 '
• S 04'20'21 E 1133, 99' 22 .2' 378.9 2 . S 72'S4'SZ"W 46.45'
S 04'20 21 "E 339.60' ~ 50.~ • 0 210.9 60.4' 213.6' 247.8' 11• 134.5. 197.4 , ~ 5, 52 ' j 19 , 0
o ~ y p ~ ~ ti ~ m 71 ° z4,oo 24, DO . Ft. v S 29'33'36 "W 48.58'
1 B & RV 6 Los ~ o ' ~ 25. ' 25. ' 12 ~ 53 ~ S 1705'58"W 11.17 • V
STORA AREA Z ro 18 ^ ~ o ~ 87 0 6~. z4, 99 sq Ft. , ^ 1 . ' 2 2.00 a rn ~ rn 20,494 Sq. Ft 23,441 Sq. Ft. ^ N a~ ~ ti ~o J 1 4 1 . 'c~. S 60' 13'51 "W 29.12' ~ t` • 49.6' O V`n'
w ~ 208. ' 1 0 25,832 S . Ft. ` 23,858 Sq. Ft. o B2, ¢ • 6 • 25.9 27, B Sq. N 38' 13'03"W 13.8.5' • tnn! 25.9 yam` ~ ~ ^~i
4 .WETLAND LINE ' o E%1 GrSVe CCBSS N W o ~ 101 0 S 53'56'29 "W 40.15' 407, 4'
~ loo w N (No Im rovemen s Needed ~ =50' 25. w ~ ~ P ~ ~ 3 o ~2, rn ~ i0' 25.9' MEAN HIGH WATER LINE w 'N
~ 22,781 Sq. Ft . ~ ~ ~ ,A,~,:df . 5 w 3 ,242 Sq. Ft 19 h 102 0 N 6' 23,888 Sq. Ft. N 70 ~ , 17 .8' o ~ ~
w O ! p ^ 89 W - N y • ~ N R=50' 20,121 S . a a ~ 54 s 6 ro6'o2 "w 107.15.'. ° ° w ~1 55 28,391 Sq. ~ ~
;1~.~!G? ; ~ 0 21, 551 Sq. Ft. N q o p ~ 196. 0 0 27, 80 Sq. Ft. 1 4.3 ti
~ 219` ;il`C, 179.5' S . Ft. ry 198. ' a \ 86 5' 25,19 q ^ a o4 0 ~ W 5,~ ~ ~ 5,266 Sq. Ft. 2 4.9 ~3OGUE SOUND
\ 145.8' 1 85 ~ ~ 0 31.8 , , , , , ~ 'cr. 181.8, 4~1 0 ~ o ~ h 2 p ~
23,288 Sq. Ft. , 9 Ok 9 .4 5
N or3 ~e ~ 50 4.g' , g 74 69 ~ 175,8' 'y 9~ 0 04 ~ o ~ ~ _ 51. S 74'34'14"W 78.62' ~ i
N 82'26' 2"E 2479' 1. . ~ 6,588 Sq. Ft. 20, 1 ~ o 0 5 ~ ti~~Q ~ I+ ro
~ ~ 50.00 Proposed Gra el Access 14 2'" ~ 1s8 o zs z. ~ ~ , ~ ~ ~ 0 28,244 Sq. Ft. o a ~ ry
New Construction 1oo.D' sz.~ 75 N ~ ( ~ ~ ^ 9 ~ o~ N 02'31 '36 "W 17.02' 200,1 ' 3 , ~n
~ ~ 21 87 S . . ¢ ~ N 21,307 Sq. F't. ~ S 81 ' 19'54 "W 48.53' V~ _25.0' ~
N 0T33'38"W 9 ~ ~ 9 o0 8 s a o _25.0_- N u 90 N ~ 1a1' 6 ~ - 109.79' ~ _ _ 427. ' S 7T4T44"VV 47.71' ~
o ~ ~ 1.18 Ac. 19 9' ~ ~ ~ b ~ ~o ~ 20,021 q. Ft.
~ z4,s39 q. Ft. ^ 84 ~ ~ ~ A 198. , 20 N o 1~ s. 2 6.2' S I ! ~ S 16'26' 12 "VV 25.99' V A
o ~ 97 24,488 Sq. Ft, 9 76 Mstall 18" x 40' CPP 13 1 ~ o V \ 1. 0 1~ cn v
, N 20 288 Sq. Ft. .5 24,748, Sq. Ft. , o 9 ~ 83 'h ~ 0 0 59 0 , 475 q. S 66'29'04 "W 72.65 `
203.9' ~ ~ 2220' 835 ~ 0 67 ~ b 30,f ~ 0 30,994 Sq. 2 9 3' '"rl
243.2' n ro 24,585 Sq. Ft. ~ ~a ~ o ~ A 1 ~ ~ , t0 20, 021 Sq. Ft. 447 ~ p - 6: ~ ~ 'hl
z ~ k m o0 1h' ~ ~ 1 8.2' 504. ' , T ~ S 41 '52'53 "W 34.68' ~ ro b
~ 7r o a 96 ~i o 91 0,
RESERVED BY OWNER ~ w ` " ~ ~ 27 989 5 . Ft. 82 24144 s • Ft.^ ~ ~ 60 v 2 $ 8Q'24'33 "W 86.45'. ~ ~ '
.03 Ae. ~ o ~ ~ q 22.4' g ~1 ~ ~ 2273' 29,644. Sq. Ft. ' 0 ^I 91 434 Sq. Ft. o °o gp.o'
m 78 ~ 20, 083 Sq. Ft. i g
~ 4 5.9' ~ R=50' 0 95. Ap N 'o N k~ ~h. ,o, ~ A~~' ~ 50. 4~$.4' p MEAN HIGH WATER LINE ~ ~ o m r~ p
~ ~ w 2 ~9 i 9.2' 154.2' w , ' ~ 1 S 86'20'3 i "W 65.84' ~ n ~ V,1 1!y
Top. of Water = 16.9' -f- ~ ;.R=50'; R=50'; 25.9 1 s~`'oK c ~ ~ ro
95 0 92 81 9 ti 23, ?p 404 WETLANDS UNE ' ~?o' ~ ~ t ~ .4' 62 6 BOG UE SOUND crux"E` ~'"R ~ ~
1.97 Ac. 33,887 Sq. Ft. 91,408 Sq. Ft. 77, ' 44.9' ~ 130.0` 4.3' ~ / ` Ft. h h 2~, is 80 "N~ ~ nt
D< ~ N E fisting r veI Acces N 85' 18'30 "W 48.90' ~ S~ ~ ~ tw ~ ~ 92. ~ N 8759'01 "W 49.99' e~ '
ti ~ ~ ^ (No m rovements Neede P ~ ~ o 63 d P ~
,y1 94 m 80 , ti ° O °m r QB~ood ~ ~ ""1 • 'u,. 3 445 Sq. S 16 ' ent R'P°nropoeed 6 4i n COmdor ~ w
'`9 93 ~ ~ 79 ~ ~ 65 32,330 Sq. Ft. W 90,488 sq. Ft. 78 64 ° ~ a 64 ~o , 04 WETLANDS INE 3. ~ 0 3~om Ad1°wnt Ri ° an~°m or ~y ^
g 22,838 Sq. Ft. 20,94 Sg. F . 1 39, 22 Sq. Ft. 22,150 Sq. Ft. 2 ,97 Sq. Ft, 2 ,978 S Ft. - - - - - Ir n i~P°" CQ ~V 4
q' ~Pro~osed 12' wide -1~ss• ~ I i5 polacb FI
6.6 30.0 12.8' 1 g 270.3 .8' 178.8 15 12.8' R ACCE5S sz.7~`~ ` s 6s•2o'19"W 61.86°
_ _ _ - N 03'4708"W 1992.86
munit .Pier .Proposed Gravel Access Adjoiner's Existing Com y ~
(New Construction) ~ ~ W
A ro W
"
BOGUE ;VIEW COUI~'T ROGUE VIEW COURT
M.B. 30 PG. 20 M.B. 30, PG. 20
R-i5M R-15M
(SING (PROPOSED) GRAVEL AccESS (SINGLE FAMILY RESIDLNTIAL (SINGLE FAMILY RESIDENTIAL)
CROSS SECTION (NTS) Date 11/04/08
12' NOTES:
GRAVEL 1). OWNER: STEPHEN E. STROUD Job 04806Pier4e
.FOR MAJOR LAMA 3605 GLENW000'AVENUE APPLICATION PURPOSES ONLY. RALEIGH, N.C, 27612
NANRAL 1 4" PER FT. NATURAL ioo o loo zoo soo Cogo 03665..
cROUNO TEL.: [phone] cROUNO CARD 2) PROPERTY ZONED R-20
0~ ~7 ~ ~j 3) EXISTING LAND USE.• AGRICULTURE & TIMBER GRAPHIC SCALE -FEET Drawn CAB E & TIMBER
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1) ELEVATIONS RELATIVE TO NAVD 1988, 47 5) PINS 6305.01.15.8142000 Scale T " = 100'
4" A6 - ACRES. 2 +14.4 I•~XISTING SPOT ELEVATION. 9 9 ' 76) TOTAL WATER TRACT ACCESS = AREA - 22,13969 .88 SQ. FT ~ Es
3) MINIMUM LOT SIZE = 2f,000 SQ. FT
4) MEASUREMENTS ALONG CURVES ARE CHORD DISTANCES. 1- v 8) BOAT & RV STORAGE = 2.00 ACRES RES Sheet ,52
(New Construction 5) RADIUS = 25.00' AT INTERSECTIONS AND FILLETS 9) NUMBER OF PROPOSED LOTS = 52 g _ ALAN
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