20110273 Ver 1_CAMA Application_20110324

Beverly Eaves Perdue
Governor
March 22, 2011
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North Carolina Department of Environment and Natural Resources
Division of Coastal Management
James H. Gregson Dee Freeman
Director 20 1 10 27 3 Secretary
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Location:
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Town of Swansboro
RR(saguwg0
MAR 2 4 2011
WETLANDS AND STORMWATE BRANCH
The project site is located at the terminus of Moore Street on the White Oak
River, Swansboro, Onslow County.
Proposed Project: The applicant is proposing to construct a public waterfront access site with a
pier with three attached platforms, three slips and upland development
consisting of the addition of a side walk.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
04/12/2011. If you have any questions regarding the proposed project, please contact
Barry Guthrie 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.
SIGNED DATE
400 Commerce Ave.; Morehead City: NC 28557--3421
?hone: 252-808-2808k FAX: [phone] Iriternet: www.nccoastalrnanagement.net
An Equal Opportur Hy ! At' rmativC, Action Employer
One
NorthCarofina
Alahlulliff
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Town of Swansboro
2. LOCATION OF PROJECT SITE: Terminus of Moore Street located on the White Oak
River in Onslow County, Swansboro, NC
Photo Index - 2006: 33-6541 grid (N9) 2000: 36-457 grid (J4)
State Plane Coordinates - X: 346425.97 Y: 2565807.81 Rover # JJ11210A
LAT 34°41.225N LON 77°07.060W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -11/2/10, 12/15/10
Was Applicant Present -Yes, No
5. PROCESSING PROCEDURE: Application Received -12/28/10 cc: 3/8/11
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Swansboro
Land Classification from LUP -Commercial
(B) AEC(s) Involved: Public Trust Area, Estuarine Waters, Estuarine Shoreline
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - Septic
Planned - No new
(F) Type of Structures: Existing -Restaurant with deck, and asphalt parking
Planned - Pier, floating platforms, and sidewalk
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
DREDGED FILLF,D 0THF.R
(A) Highground Disturbance N/A N/A 1,376 ft2
(B) Open Water N/A N/A 2,884 ft2
(C) Shallow Bottom N/A N/A 1,537 ft2
(D) Total Area Disturbed: 2,913 ft2
(E) Primary Nursery Area. No
(F) Water Classification: SA-HQW Open: No
8. PROJECT SUMMARY: The applicant is proposing to construct a public waterfront access
site in the Town of Swansboro. Proposed is a pier with three attached platforms. Three
slips are proposed in conjunction with this facility. Upland development would consist of
the addition of a side walk.
9. NARRATIVE DESCRIPTION:
The Town of Swansboro project is located on the southeastern side of Swansboro on the
White Oak River in Onslow County. The project site is found by traveling on Hwy. 24.
Turn west onto Front Street and travel approximately 0.1 miles and turn left onto Moore
Street. The project site is found at the waterward terminus of Moore Street.
The subject project would take place on two separate properties totaling 0.23-acres with an
average elevation of approximately +4.5' NHW. The project parcels have little vegetation
and are both developed. A restaurant occupies one property and the other is the Moore Street
right-of-way. Presently, the shoreline is stabilized with rip-rap above NHW edge of the
shoreline at the Moore Street right-of-way and bulkhead under the existing restaurant. The
width of the White Oak River at this point is approximately 755' and the subject properties
possess a shoreline of 85' in total length. A private pier is located to the west of the proposed
structure, at a distance of 19'. There are currently no piers located to the east of the project
area before the Swansboro Bridge. The existing water depth in the areas of the proposed
slips ranges from -2.5' to 14' NLW, connecting to -16' in the adjacent channel. The bottom
substrate consists of fine sand. The White Oak River channel runs very near the terminus of
the proposed pier and the Swansboro Federal Basin setback line would be offshore of the
proposed facility.
The Division of Water Quality classifies this area of the White Oak River as SA-HQW
waters. This area is not a Primary Nursery Area. The Swansboro LUP Classification for this
project is Commercial. This portion of the White Oak River is closed to harvesting of
shellfish.
10. PROJECT DESCRIPTION:
The applicant is proposing to construct a 106' X 6' public dock to accommodate 4-slips. The
most landward slip would be located in approximately -2.5' NLW. The most inshore slip
would be located approximately 30' offshore of the waterward edge of the existing rip-rap.
The offshore slip would be located 55' landward of the Federal Basin Setback. The proposed
pier includes a fixed L-Platform measuring 60' x 7' and two additional floating platforms
measuring 20' x 6.5' and one measuring 60' x 5.5'. The project is within the western property
owner's riparian corridor. The applicant also has a 15' Riparian Setback waiver signed for the
west side of the property. The facility would be for vessels of various sizes, but an average
size for this project would be 19'. The walkway of the proposed docking facility will cross
approximately 8' of Spartina alterniflora and Distichlis spicata. The pier would utilize town
parking located on Moore Street. On the hghground, a proposed 20' x 6' concrete sidewalk
would lead from the parking area to the access ramp for the pier. The sidewalk would be
located within the 30' Buffer. Existing impervious area of the properties is 84% post
development would be 86%. Highground grading would be 1,376 ft' (0.0316 acres).
11. ANTICIPATED IMPACTS:
The proposed public dock and platforms would result in 2,884 ftz of open water being
incorporated and 1,537 ftz of new shading impacts. The proposed dock also crosses
approximately 8' of low marsh, causing approximately 48 ftz of coastal wetland shading
impacts. The project site consists of approximately 85' of shoreline. The proposed facility
i r
utilizes 880 ft2 of platform area. The docking facility would provide mooring for 4 vessels.
One of the proposed slips would be located in approximately -2.5' NLW which could be
conducive to the kicking of shallow bottom. The remaining three slips are proposed in
areas with greater than -3' NLW. There would also be a loss of public trust waters in the
area incorporated by the structure. An increase in turbidity will occur while setting pilings.
The terminus of the pier appears to encroach into the deep water of the White Oak River
Channel. It extends further into the channel than the adjacent residential pier and about the
same distance into the deep water channel as a public pier to the west. The waters
surrounding the structure are closed to shellfish harvesting. No coastal marsh would be
filled or excavated during this project, with the exception of the pilings for the pier located
within the wetland fringe.
DCM MP-1
t
APPLICATION for
Major Development Permit W.
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Town Of Swansboro, Nc Moore St. Public Waterfront Access Area
Applicant 1: First Name MI Last Name
Patrick A Thomas
Applicant 2: First Name MI Last Name
Randal W Swanson
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
502 Church St. Swansboro NC
ZIP Country Phone No. FAX No.
28584 us 910 - 326 - 4428 ext. FORMTEXT 910 - 326 -
Street Address (if different from above) City State ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Criser Troutman Tanner Consulting Engineers
Agent/ Contractor 1: First Name
Mark MI
F Last Name
Weiss, PE
Agent/ Contractor 2: First Name MI Last Name
Mailing Address
3809 Peachtree Ave, Suite 102 PO Box City
Wilmington State
NC
ZIP
28403 Phone No. 1
910 - 397 - 2929 ext. 103 Phone No. 2
- - ext.
FAX No.
910 397 2971 Contractor #
Engineering Firm #F-0113
Street Address (if different from above) City State ZIP
Email
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Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit

3. Project Location

County (can be multiple) Street Address
Onslow Front Moore St and End of Moore St. Right of Way (ROW)

Subdivision Name City State Zip
N/A Swansboro NC 28584-
Phone No. Lot No.(s) (if many, attach additional page with list)
- N/A - ext. Parcel # 1407-5, Moore Street ROW -- No Number,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak White Oak River / AIWW
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 White Oak River / AIWW
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.
Swansboro
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
85' 10,088
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
.2317 Acre, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 4.5 ®NHW or ?NWL
e. Vegetation on tract
Natural maintained grasses. No Trees or other vegatiaion
f. Man-made features and uses now on tract
Front Moore St.: Single Story timber framed commercial resutrant and existing elevated timber deck.
Moore St. ROW : No man made structres present beyond existing asphalt surface.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Parcel # 1407-4: Zoned Historic Commercial on ground floor and residence on upper floor within a timber framed structure.
Parcel # 1407-6: Zoned Historic Commercial, currently vacant lot with existing elevated timber pier and boat slips.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
1407-5: B-2HDO (Attach zoning compliance certificate, if applicable)
Moore ST ROW: B-2HDO ?Yes ?No ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ®Yes ?No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ®No ?NA
If yes, by whom?
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?
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Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ?Yes ®N
(ii) Are there coastal wetlands on the site? ®Yes o i
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ?Yes
(Attach documentation, if available) ??-•- ,. ;,',,:„
n. Describe existing wastewater treatment facilities.
Wastewater from Front Moore St is handled by ONWASA. An onsite lift station, indicated on plans, pumps the wastwater
south to Main St, where it is then handled by ONWASA's wastewater system.
o. Describe existing drinking water supply source.
Drinking water is provided by ONWASA.
p. Describe existing storm water management or treatment systems.
Existing storm water from Moore St is allowed to sheet flow into the White Oak River and AIWW.
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.
Project shall provide residents and visitors of Swansboro daily access to the historic down town area by means of the White
Oak River, the Atlantic Intracoastal Waterway (AIWW) and Atlantic Ocean beyond. This new facility will consist of 955 sf of
elevated fixed timber access pier, of which 420sf will be platform, and 460 sf of floating day docks. The remaining shoreline
will remain in its present natural maintained vegetative state.
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 will be comprised of an elevated treated timber access pier supported by driven timber piles. The pier will
provide access to timber floating docks along the north and eastern sides of the access peir.
d. List all development activities you propose.
Driving of new timber piles and guide piles. Removal of existing timber piles along the Northern side of Front Moore St. and
new access ramp onto acces pier. New concrete or paver stone acces path from street terminus to the ramp landing.
e. Are the proposed activities maintenance of an existing project, new work, or both? New Work
f. What is the approximate total disturbed land area resulting from the proposed project? 0.0316 ?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.
This project lies within the White Oak River Basin, and drains to the White Oak River / AIWW which has a stream
classification of "SA; HQW". Currently, the site sheet flows to a maintained vegetated area along the waterfront athe the end
of Moore St. ROW, while the remainder flows directly into the waterway via natural contours. These portions of the site will
remain and thus continue to drain in the same manner.
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.
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Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Dgyelopmerli Permit;,
6. Additional Information'
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for thy' l%cation
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Scott & Tricia Hadley Phone No. 910-326-3139
Address 107 Front St., Swansboro, NC 28584
Name H. J. & Catherine Webb Phone No. 910-326-5501
Address 119 Front St, Swansboro, NC 28584
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.
N/A
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date 124teA* Print Name hAW F. 1, el-J S
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
®DCM MP-4 Structures Information
4
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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
proposed.
Concrete sidewalk or paver stone and ADA Ramp Landing
Pad.
b. Number of lots or parcels.
N/A
c. Density (give the number of residential units and the units per
acre).
N/A
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.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
?Yes ?No ®NA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
existing = 84% ;proposed= 86%
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
existing = 84%; proposed = 86 %
j. Describe proposed method of sewage disposal.
N/A
1. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Stormwater runoff will be unchanged from the current
configuration of the site. Stormwater runoff will continue
to sheet flow into the White Oak River / AIWW
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
.0316 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
concrete, asphalt (repair only) & paver stone
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
?Yes ®No ?NA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
?Yes ®No ?NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
?Yes ®No ?NA
If yes, attach appropriate documentation.
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m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
N/A
o. When was the lot(s) platted and recorded?
Front/Moore St, -- Dec 1, 2005
n. (i) Will water be impounded?
(ii) If yes, how many acres?
?Yes ®NoA,
4
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
?Yes ?No ®NA
I"Z'
Date
Moore St Public Waterfront Access Area
Project Name
Mark F. Weiss, PE
Applicant Name
/Z'?' ?
pp' ant Sig ature
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Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
rF Y ?l
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
[]Commercial ®Public/Government []Private/Community
[]This section not applicable
b. (i) Will the facility be open to the general public?
®Yes ?No
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 106 FT
(iv) Width 5-4-
(v) Floating []Yes ®No
e. (i) Are Platforms included? ®Yes []No
If yes:
(ii) Number 3
(iii) Length 60' Floating, 20' Floating, 60' Fixed
(iv) Width 55, 6.5% 7.0'
(v) Floating ®Yes ONo
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
4
(ii) Number of slips existing
0
i. Check the proposed type of siting:
? Land cut and access channel
[]Open water; dredging for basin and/or channel
®Open water; no dredging required
[]Other; please describe:
k. Typical boat length: 19'
m. (i) Will the facility have tie pilings?
?Yes ®No
(ii) If yes number of tie pilings?
d. (i) Are Finger Piers included? ?Yes ONo
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating []Yes ?No
f. (i) Are Boatlifts included? ?Yes NNo
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
? Full service, including travel lift and/or rail, repair or
maintenance service
? Dockage, fuel, and marine supplies
® Dockage ("wet slips') only, number of slips: 4
? Dry storage; number of boats:
? Boat ramp(s); number of boat ramps:
? Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
mixed types
1. (i) Will the facility be open to the general public?
®Yes ?No
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2. DOCKING FACILITY/MARINA OPERATIONS ?This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
? Toilets for patrons; Number: ; Location:
? Showers
? Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
N/A
c. Describe the disposal of solid waste, fish offal and trash.
N/A
d. How will overboard discharge of sewage from boats be controlled?
N/A
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
N/A
(ii) Give the location and number of "Pumpout Available" signs proposed.
N/A
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
N/A
g. Where will residue from vessel maintenance be disposed of?
N/A
h. Give the number of channel markers and "No Wake" signs proposed. None
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
N/A
j. What will be the marina policy on overnight and live-aboard dockage?
No overnight and live-aboard dockage is permitted at this access faclicity. Day Docks Only
k. Describe design measures that promote boat basin flushing?
None.
1. If this project is an expansion of an existing marina, what types of services are currently provided?
N/A
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ®No
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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 (`SAS) 's`121(bottom `
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
?CW ?SAV ?SB
?WL ®None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
?Commercial ?Public/Government ?Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (1) 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
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a-. Proximity of structure(s) to adjacent riparian property lines
15'-0" (east), 6' (west)

b. Proximity of structure(s) to adjacent docking facilities.
1,722' (east), 19' (west)
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
755 FT
d. Water depth at waterward end of structure at NLW or NWL
12' NLW
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.
8. OTHER ?This section not applicable
a. Give complete description:
This proposed project involves construction a new fixed timber pier which will provide access to floating day docks. The day
docks will serve to provide access to the Historic Downtown area of Swansboro only with overnight mooring being strictly
prohibited. Therefore a pump out station will not be provided at the facility. The day docks, will not be utilized as permanent,
or leased mooring facilities and will be for general public day use only.
Since this project serves as to provide daily boating access and mooring to the Historic Downtown area, there are no proposed
upland modifications to parking or extension of the existing roadway. The only upland construction shall consist of the
extension of the new elevated timber ADA access ramp, and the adjoining concrete or paver stone walkway leading from the
end of Moore St, North to the access ramp location.
The floating day docks will be comprised of two (2) 5.5 ft. wide floating docks on the east and one (1) 6.5 ft wide floating dock
along the north side of the fixed elevated timber access pier. Access to each segment of the floating day docks will be by
means of gangways. The eastern most dock will provide an ADA viewing and fishing station.
No material will be removed from below the Normal High Water Line.
Da ?e
Moore St Public Waterfront Access Area
Project Name
Mark F. Weiss, PE
Applicant Name
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MOREHEAD CITY BOATING ACCESS AREA
SITE IMPROVEMENTS
MOREHEAD CITY, NC
Background
The Town of Swansboro Moore St Boating Access Area is located at the terminus of Moore St
within Historic Downtown Swansboro, and provides residents and visitors access to the White
Oak River, the Atlantic Intracoastal Waterway (AIWW) and Atlantic Ocean beyond. This new
facility will consist of xxx sf of elevated fixed timber pier and xx sf of floating day docks. The
remaining shoreline will remain in its natural maintained vegetative state.
The site fronts two tracts of land, with the Moore St Right of Way being owned by the Town of
Swansboro and the lot at 9 Front St owned by Moore Coastal Investments LLC. Adjacent
property to the west, map # 1407-6 is owned by H J and Catherine Webb, while the site is
bordered to the east, map #1407-4 is owned by Mr. Scott and Tricia Hadley.
The historic downtown river front of the Town of Swansboro experiences high volumes of
visitors, which has minimal public boating access including day docks.
Project Description
This proposed project involves construction a new fixed timber pier which will provide access
to floating day docks. The day docks will serve to provide boating access to the Historic
Downtown area of Swansboro only with overnight mooring being strictly prohibited. Therefore
a pump out station will not be provided at the facility. The day docks, will not be utilized as
permanent, or leased mooring facilities and will be for general public use only.
Since this project serves as to provide daily boating access and mooring to the Historic
Downtown area, there are no proposed upland modifications to parking or extension of the
existing roadway. The only upland construction shall consist of the extension of the new
elevated timber ADA access ramp, and the adjoining concrete or paver stone walkway leading
from the end of Moore St, North to the access ramp location.
The floating day docks will be comprised of two (2) 6.5 ft. wide floating docks on the east and
one (1) 6.5 ft wide floating dock along the north side of the fixed elevated timber access pier.
Access to each segment of the floating day docks will be by means of gangways. The eastern
most dock will provide an ADA station,
No material will be removed from below the Normal High Water Line.
Stormwater Management
This project lies within the White Oak River Basin, and drains to White Oak River/AIWW which
has a stream classification of "SA; HQW". Currently, the majority of the site sheet flows to a
maintained vegetated area along the waterfront, while the remainder flows directly into the
waterway via natural contours. These portions of the site will remain and thus continue to
drain in the same manner.
Erosion & Sedimentation Control
All disturbed areas within the maintained vegetated area will be stabilized by seeding and
mulching upon completion of any phase of construction activities. Sediment fence will be used as
indicated on the plans to prevent sediment pollution from leaving the site and entering the
adjacent waterway. A construction entrance to the project site will be provided to remove
sediment from tires.
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1. TGPOGRAPHY AND BOUNDARY SURVEY /sllc
PERFORMED BY Bell & Phillips Surveying,'
PLLC, & DATED JULY 6,2010. ° r. Afaq. JA
2. HYDROGRAPHIC SURVEY PERFORMED BY n ar ?+ mail A
GAHAGAN & BRYANT ASSOCIATES - Dwg E"
Date: 05/03/10 - Survey Date: rtr?n inn
04/08/10 - AND REPRESENT CONDiTiONS v,
AT THAT TIME. a °.
Horizontal Datum: North Carolina State o°
Plane NAD83 Vertical Datum: MLW
NAVD 88 S1.001 PROPOSED PIER PLAN
2.60 ft
SCALE: 1" 30'-0" V
MEAN LOW WATER CONS ' TTON
C°M`TIM E""'E- TOWN OF SWANSBORO - SWANSBORO, NORTH CAROLINA A JOB No-
Wjp., Firm Litxme Number. F0113
Job NAME: MOORS STREET PUBLIC WATERFRONT -ACCESS AREA MFlni °A •lo
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