20110410 Ver 1_CAMA Application_20110426

201
.%o A&
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson
Governor Director
April 21, 2011
MEMORANDUM:
TO: Cyndi Karoly, Supervisor
401 Oversight & Express Permits Unit
Division of Water Quality-Surface Water Protection
10410
Dee Freeman
Secretary
D
APR 2 6 2011
OENR - WATER QUALITY
WETLANDS AND STQRMWATER INWH
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA/Dredge & Fill Major Permit Application Review
Applicant: Bailey & Associates - (c/o: C. Bailey)
Project Location: 201 Summer Rest Rd., adjacent to Motts Creek/AIWW/Greenville
Sound, in Wilmington, NC, New Hanover Co.
Proposed Project: Applicant is proposes to expand an existing docking facility that
includes excavation of a boat basin, construction of add'I access
piers, gazebos, floating docks & mooring pilings, adjacent to Motts
Creek & the AIWW to accommodate eight (8) larger vessels
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by May 17, 2011. If you have any questions regarding the proposed
project contact Robb Mairs [phone], when appropriate, in-depth comments with
supporting data is 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 DA
400 Commerce Ave., Morehead City, NC 28557--3421
Phone: [phone] \ FAX: [phone] Internet: www.nccoastaimanaciement.net
An Equal Opportunity ?, Affirmative Action Employer
One
NorthCarolina
Aalurally
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Bailey and Associates c/o Christopher Bailey
2. LOCATION OF PROJECT SITE: 201 Summer Rest Road, adjacent to Motts Creek, and the Atlantic
Intracoastal Waterway, Greenville Sound, in Wilmington, New Hanover County.
Photo Index - 2006: 22-7424, I-J, 10 2000: 22-273, I-J, 10 1995: 22-255, J, 8
State Plane Coordinates - X: 2358428 Y: 173148
Latitude: 34°13'11.47562"N Longitude: 77048'51.900003"W
3. INVESTIGATION TYPE: CAMA and D & F ROVER FILE # - 0-120614B
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 12/06/10, 12/07/10 and 04/14/11
Applicant- Present - No
5. PROCESSING PROCEDURE: Application Received - 04/12/2011 (complete)
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Wilmington/New Hanover County
Land Classification From LUP - Resource Protection (Upland), Conservation (Open Water)
(B) AEC(s) Involved: CW, PT, EW
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Sewer Force Main (NEI)
. Planned - N/A
(F) Type of Structures: Existing - Wooden bulkhead, irrigation well, access pier and floating dock
Planned -Additional access piers, gazebos, floating docks, mooring pilings
and excavation of boat basin.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (Low Marsh) 1,434 sq. ft.
(Shaded)
(B) Non-Vegetated Wetlands 5,640 sq. ft. incorporated
(Open water 3,048 s q. ft.
(C) Other (Highground) Disposal Site 56,628 sq. ft.
(D) Total Area Disturbed: 66,750 sq. ft. (1.5 acres)
(E) Primary Nursery Area: No
(F) Water Classification: "SB" Wrightsville Recreational Area Open: No
8. PROJECT SUMMARY: The applicant proposes to expand an existing docking facility that includes
excavation of a boat basin, construction of additional access piers, gazebos, floating docks and mooring
pilings, adjacent to Motts Creek and the Atlantic Intracoastal Waterway (AIWW) to accommodate eight (8)
larger vessels.
Bailey and Associates c/o Christopher Bailey
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 201 Summer Rest Road (NCSR 1417), across from the old "Babies Hospital"
location, adjacent to Motts Creek, and the Atlantic Intracoastal Waterway (AIWW), Greenville Sound,
Wilmington, in New Hanover County. The property is approximately 150 feet north of the US Highway 74/76
drawbridge to Wrightsville Beach and is directly across the AIWW from the NC Wildlife Resources
Commission (NCWRC) public boat ramp at Wrightsville Beach, approximately 650 feet east. To locate the
property from Military Cut-Off Road (NC Highwayl7), turn onto Eastwood Road towards Wrightsville Beach.
Travel east approximately 1 mile and the property of interest would be located on the left, just before the
drawbridge to Wrightsville Beach. The project site is bordered to the north by a Motts Creek which functions
as the connection to a tidal pond/embayment on the west side of Summer Rest Road adjacent to the old
"Babies Hospital", which an existing box culvert bridges this connection for the street. The applicant
currently maintains the old "Babies Hospital" property and is currently in the permitting process through the
NC Division of Coastal Management (DCM) for upland re-development.
The application states that project site is approximately 6,000 sq. ft. (0.137) acres with approximately 558
feet of shoreline frontage and averages 5 feet above normal high water (NHW). The majority of the
shoreline of the property borders Motts Creek. There are existing community and private docking facilities
with associated boat basins to the north of the property (State permits No. 174-00, No. 165-90 & No. 241-
89). These facilities connect directly to the AIWW via an access channel at the mouth of Motts Creek. The
boat basins to these docking facilities along with the access channel have been excavated periodically
through the years to maintain adequate water depths.
The marsh area, between the highground along Summer Rest Road, Motts Creek to the north, and the boat
basins to the north, consists of smooth cordgrass (Spartina alterniflora), ranging from 40 to 120 feet in
width. At the transition to highground, there is high coastal marsh vegetation, intermixed with spike grass
(Distichlis spicata), sea oxeye (Borrichia frutescens), sea lavender (Limonium, spp.), saltwort fSalicornia,
spp.), and salt meadow grass (Spartina patens). Shrubs including; marsh-elder (Iva frutescens), grounsel-
bush (Baccharus halimifolia), and wax myrtle (Myrica cerifera) complete the transition to the highground.
There is an existing wooden bulkhead along the western portion of the property that stabilizes the
highground area adjacent to Summer Rest Road that was authorized under CAMA General Permit No.
51962. Waterward of the wooden bulkhead is an access pier that extends towards the AIWW, which runs
parallel to Motts Creek towards the AIWW. The access pier terminates onto a floating dock via an access
ramp that runs parallel to the AIWW. Waterward of the existing floating dock, approximately 40' south are
remnant pilings from an abandoned pier and approximately 85' waterward of the existing floating dock is the
western side timber fender system for the AIWW under the Wrightsville Beach drawbridge. This facility was
authorized through State Permit No. 84-01. There is an existing wastewater line easement, which is known
as the Northeast Interceptor (NEI) that crosses property. The Town of Wrightsville Beach obtained State
Permit No. 106-78 for the approximately 800 linear foot 14" subaqueous line on July 10, 1978 that is located
on the north side of the drawbridge to Wrightsville Beach. Wastewater is collected and pumped under the
AIWW through segment #1 of the NEI to the City of Wilmington's pump station and ultimately to the City's
Southside Wastewater Treatment Plant. There is also telephone lines that were located on the referenced
revised drawings dated 06/26/2001 in State Permit No. 84-01 application.
The existing docking facility was authorized for up to two (2) vessels through State Permit No. 84-01, which
was originally issued to CGRS Enterprises, LLC on 07/3/2001. The application for State Permit No. 84-01
depicted that an approximate 50' section of the authorized access pier and the floating dock in the location
of the NEI were designed to be bolted for removal for required maintenance. The location of the access
pier in relation to the NEI was addressed under condition No. 7 of State Permit No. 84-01 and referenced
revised drawings dated 06/26/2001.
Bailey and Associates c/o Christopher Bailey
Page 3
Further, the referenced drawings to State Permit No. 84-01 indicate that the northern riparian line corridor
was referenced from the centerline of Motts Creek channel. State Permit No. 84-01 was transferred to
Bailey and Associates, Inc. on 05/04/2006 and last modified on 05/27/2008 for relocation of the authorized
access pier to the south to accommodate the authorized two vessels, and the construction of a 30' in length
by 20' in width partially covered platform to be constructed on the northern side of the relocated access pier.
The platform location under this modification was authorized just on the waterward side of the coastal
wetlands boundary and on the southern side of the existing NEI sewer line. The NEI was located in the field
on 12/10/2007 by the acting agent at the time of the modification request. The alignment of the NEI was
depicted on the attached drawings for the modification request and was taken from the survey, and
construction of the existing access pier currently spans over the NEI. To date the authorized partially
covered platform has not been constructed. State Permit No. 84-01 expired on 12/31/2008, however, State
Permit No. 84-01 was subject to extension by the Session Law 2009-406, as amended by Session Law
2010-177, the Permit Extension Act.
State Permit No. 13-86 was issued to Consolidated Ventures Corporation on 11/19/1986 for a docking
facility at this property that accommodated up to ten (10) slips, which included excavation for a boat basin.
Permit Condition No. 9 of State Permit No. 13-86 addressed the existing sewer line and reads: "The area
over the 14" force main shall not be excavated unless the applicants can verify that the line will have 4'
cover remaining." The proposed docking facility ran parallel to Motts Creek and the traditional navigation to
the AIWW from the private docking facilities to the northwest along Summer Rest Road and to the 80'
setback requirement from the AIWW channel. State Permit No. 13-86 expired on 12/31/1989 and the
construction of this docking facility was abandoned. The only evidence of the docking facility is the remnant
pilings from an abandoned pier, aforementioned. Further, these existing pilings at this location appear to be
present in the review of historical NCDOT1989 aerial photography.
The New Hanover and the City of Wilmington County Land Use Plan classifies adjacent waters as
Conservation, and the adjacent high ground portion of the project area as Resource Protection. The waters
of the Motts Creek and Middle Sound are classified SB (Wrightsville Recreational Area) by the Division of
Water Quality. They are NOT designated as a Primary Nursery Area by the N.C. Division of Marine
Fisheries and they are CLOSED to the harvest of shellfish.
PROPOSED PROJECT:
The applicant proposes to expand an existing docking facility that includes excavation of a boat basin,
construction of additional access piers, gazebos, floating docks and mooring pilings, adjacent to Motts
Creek and the AIWW to accommodate eight (8) larger vessels. The application states that the existing
floating dock and a section of the existing fixed access pier would be removed prior to construction to allow
for the conversion from a fixed walkway to a floating walkway. The application also proposes excavation to
maintain the depth necessary to provide safe dockage for these larger vessels. As stated, the application
indicates that the NEI was located and surveyed by the applicant. In addition, the application states that the
dredging limits would maintain a 10' separation from the location of the NEI and sloughing has been
considered. An area approximately 110' in length by 40' in width and an area of 65' in length by 25' in width
would be mechanically excavated by bucket-to-barge method to a final project depth from -2.0' to -6.0' at
normal low water (NLW). This would result in the removal of approximately 845 cubic yards of material,
which would be hauled to a privately owned spoil island located approximately 2 miles south of the project
site at the confluence of the AIWW and Masonboro Inlet (US Army Corps of Engineers (USACE) Disposal
Site No. 0251). The application states that the material would be off loaded and placed outside the USACE
Easement Boundary on the eastern portion of the island. The proposed spoil site is commonly used as
disposal site by local marine contractors.
Bailey and Associates c/o Christopher Bailey
Page 4
A new access pier, measuring 168' in length by 6' in width would be constructed that would extend towards
the AIWW, just waterward of the waterward edge of coastal wetlands. An access ramp would lead onto a
new floating dock, measuring 105' in length by 6' in width that would extend towards the AIWW, essentially
in the same alignment as the new access pier. Three (3) floating finger piers, measuring 60' in length by 6'
in width would extend from this main floating dock towards the northeast. The floating docks would be
oriented towards the northeast creating "U-shaped" configurations. Two (2) tie pilings would be located
between the outer finger piers to accommodate slips #4 and #5. An additional floating dock, measuring 72'
in length by 6' in width would extend from the most landward of these floating finger docks, which would run
parallel to Motts Creek. The application states this area of the creek is 117' in length across to the edge of
an existing oyster bar. The application states the proposed docking facility would provide dockage for eight
(8) larger vessels 40'-60' in length. A covered platform would be located on the north side of the access
pier and on the south side of the NEI. Dimensions of the covered platform would measures 24' in length by
26' in width, and entirely over open water. An additional access pier, measuring 84' in length by 6' in width
would extend over the coastal marsh from the northern side of the existing access pier to Motts Creek. The
pier would terminate onto a covered platform, measuring 10' in length by 20' in width, which would be
located over open water (See Sheets 1 of 5 through 5 of 5 and Disposal Site sheet dated 11/24/2010).
10. ANTICIPATED IMPACTS:
The proposed docking facility construction would incorporate 3,850 sq. ft. of Estuarine Waters and Pubic
Trust Area, which includes an area currently usurped by a section of the existing access pier and floating
dock. The new pier section would continue to shade approximately 930 sq. ft. of coastal wetlands,
vegetated primarily with Smooth Cordgrass (Spartina alterniflora) and the proposed access pier towards
Motts Creek would shade an additional 504 sq. ft. of coastal wetlands, vegetated primarily with Smooth
Cordgrass (Spartina alterniflora). The proposed excavation would impact approximately 5,640 sq. ft. of
shallow bottom area through the use of mechanical dredging, resulting in the removal of approximately 845
cubic yards of material. The application states that the dredging limits would maintain a 10' separation from
the location of the NEI and sloughing has been considered. Based on the size of the vessels that would be
moored at this proposed docking facility, the vessels could potentially cause additional erosion of this 10'
proposed separation from the NEI due to propeller wash, and could expose the NEI to potential damage.
The disposal of the material would impact approximately 56,628 sq. ft. of highground, which would be
located onto an existing spoil island at the confluence of the AIWW and Mason Inlet (USACE Disposal Site
No. 0251). The proposed pier and platforms would extend approximately 128' into a waterbody, which
measures approximately 512' across (AIWW), the floating dock along Motts Creek would extend
approximately 40' into a waterbody measuring approximately 170' across and the platform into Motts Creek
would extend approximately 10' into a waterbody measuring 43' across, which all structures would conform
with the 1/4 width. The application states that the proposed docking facility would accommodate eight (8)
larger vessels (60'); however, the facility could potentially provide docking space for up to 16 smaller
vessels (25). Minor increases in turbidity should be expected during construction.
Based on the close proximity of this proposed docking to the existing community and private docking
facilities to the north of the property along Summer Rest Road, which connect directly to the AIWW via an
access channel at the mouth of Motts Creek, and the NCWRC public boat ramp at Wrightsville Beach, the
proposed docking facility could potentially impede and congest the traditional navigation in an area of the
AIWW. Further, the project is located adjacent to the drawbridge to Wrightsville Beach that has a limited
height restriction for largervessels trying to navigate south underwhile the bridge in down. During the busy
summer months, this area of the AIWW can be very congested due to larger vessels at idle waiting for the
drawbridge to open and the boaters trying to launch and retrieve smaller vessels at the NCWRC public boat
ramp located at Wrightsville Beach.
Bailey and Associates c/o Christopher Bailey
Page 5
It should be noted that the drawings to State Permit No. 13-86 that was issued to Consolidated Ventures
Corporation on the same property for a 10 (ten) slip docking facility, State Permit No. 13-86 permit condition
No. 2 addresses the traditional navigation of this area, which states: "Traditional navigation to the AIWW
from private dockage to the northwest along Summer Rest Road shall not be impeded by this project orits
later use. A fairway of reasonable width in water depths of 4' MLW or greater must be maintained to comply
with the terms of this condition".
The proposed structures to the proposed docking facility would not encroach into the adjacent riparian
property corridor 15' requirement to the south of the project. As stated, the referenced drawings to State
Permit No. 84-01 for the existing facility on the property indicated that the northern riparian line corridor
references from the centerline of Motts Creek channel. The proposed facility would be located outside of
the footprint of the authorized docking facility under State Permit No. 84-01. The drawings to State Permit
No. 13-86 that was issued to Consolidated Ventures Corporation on the same property for a 10 (ten) slip
docking facility, did not locate a northern riparian line. Further, the submitted drawings to State Permit No.
174-00 that was issued on November 14, 2000, and was renewed and modified on January 19, 2006 to the
adjacent riparian property owner to the north at the time (Smith), for the existing private docking facility did
not locate a southern riparian line in this area along Motts Creek as well. Rules 15A NCAC 07H.0208(b)
Specific Use Standards (6)(1) states: "When shoreline configuration is such that a perpendicularalignment
cannot be achieved, the pier shall be aligned to meet the intent of this Rule to the maximum extent
practicable as determined by the Division of Coastal Management" Due to the peculiar shoreline
configuration in this area of Motts Creek and the AIWW was such that a perpendicular alignment cannot be
achieved for a riparian corridor and associated setback, it appears that the intent of these authorized
projects were to prevent structures within the established access channel to the existing docking facilities
and the AIWW
Submitted by: Robb L. Mairs Date: 04/21/2011 Office: Wilmington
SNORE ACRES COMPANY
407 EAST PERRY STREET
SAVANNAH, GEORGIA 31401
February 15, 2008
Adam C. Knierim. M.S.
Maritech, LLC
108 Circle Drive
Hampstead, NC 28443
Fax Number: 910/270-4058
Re: Spoil Deposit - Baby's HospitalSite
Dear Adam:
Permission is granted for the proposed dredging work at The Baby's Hospital site. As
you know our fees are $1.50 per cubic yard with a minimum fee of $500. Please keep
Sam Clary advised of your progress.
Good luck with your project and if you have any questions please don't hesitate to
contact Sam or us.
Sincere y;,°
'.
L6.wrence B. Lee
cc: Sam Clary by Fax
December 29, 2008
Jim Hundley
Waterline Marine Construction
P.O. Box 1646
Wrightsville Beach, NC 28480
Jim,
I hereby authorize you to act as my agent to obtain the necessary CAMA and building
permits for my project located at 201 Summer Rest Road, Wilmington, NC. Should you
have any questions, please feel free to call me at [phone].
Regards, ?l
Chris Bailey

March 29, 2011
Mr. Robb Mairs
CAMA
127 Cardinal Drive Ext.
Wilmington, NC 28405
RE: Major Permit 84-01 Major Modification (Additional Information)
Robb,
Please accept this application to modify CAMA Major Permit #84-01. It is the intent of
the applicant to increase the size and number of boat slips at the permitted facility. The
original structure had been limited to (2) slips due to parking constraints. The applicant
owns the property across the street from the proposed structure and ample parking is
available. This facility will serve as a docking facility providing safe access to the
adjoining waters as well as safe harbor.
Once completed, the facility will be a private boating facility and will be secured from
the public. There will be no adverse impacts to the surrounding wetlands and proper care
will be taken to avoid any potential problems during construction. The sole intent of this
facility is to provide a safe boating facility for larger vessels. Currently, there are
relatively few choices in or around Wrightsville Beach for larger vessels.
A section of the existing fixed walkway will be removed prior to construction. This
removal will allow a conversion from a fixed walkway to a floating walkway. The
floating dock configuration will accommodate the desired slips.
) #t,
? /J)I 4 -LI`% C3' The proposed construction includes the installation of a 6' x Q 5' floating leading to
6' x 60' floating finger docks, (1) 6' x g finger dock. Tie pilings will be j
installed in between the finger piers. AUv ed platform-that measures 24' x 26' will
also be installed. An observation deck that adjoins the north side of the fixed walkway
and measures 6' x 84' of walkway and a 10' x 20' covered platform will also be
constructed. This modification will accommodate larger vessels than previously
permitted. The applicant proposes excavation to maintain the depth necessary to provide
safe dockage for the larger vessels.
PO Box 1646 Wrightsville Beach, NC 28480 (c) 910,264.9977 (f) 910.792.0942
NC License # 62058
1CM M! 1
APPLICATION for
Major Development Permit
(last revised 12127106)
a
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Bailey And Associates Project Name (if applicable)
Summer Rest Road Pier Modification
Applicant 1: First Name
Chris MI Last Name
Bailey
Applicant 2: First Name Mt Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
7225 Wrightsville Avenue PO Box City
Wilmington State
NC
ZIP
28403 Country
USA Phone No.
910 - 256- 8443 ext. FAX No.
910 -256 -6331
Street Address (if different from above) City State ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Waterline Marine Construction And Consulting
Agent/ Contractor 1: First Name MI Last Name
Jim D Hundley
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
1646 Wrightsville Beach NC
ZIP Phone No. 1 Phone No. 2
28480 910 - 264 - 9977 ext. - - ext.
FAX No. Contractor #
866 850 0982 62058
Street Address (if different from above) City State ZIP
Email
[e-mail]
<Form continues on back>
Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
New Hanover 201 Summer Rest Road
Subdivision Name City State Zip
Summer Rest Wilmington NC 28405-
Phone No. Lot No.(s) (if many, attach additional page with list)
- - ext. , , , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
G, ldt E 4 Motts Creek
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 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.
City of Wilmington
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
+/- 558' 6,000
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 5' ®NHW or ?NWL
e. Vegetation on tract
Natural coastal marshes and landscaping
f. Man-made features and uses now on tract
New pier & bulkhead
g. Identify and describe the existing land uses adiacent to the proposed project site.
Residential, US HWY 74/76
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Unzoned (Attach zoning compliance certificate, if applicable)
?Yes ?No ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ®No ?NA
If yes, by whom?
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>
Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ?No
(ii) Are there coastal wetlands on the site? ®Yes ?No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
N/A
o. Describe existing drinking water supply source.
City
p. Describe existing storm water management or treatment systems.
Surface Runoff
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ?Public[Govemment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
This project will serve as an a boat facility to access the adjacent coastal waters and provide safe harbor for vessels. Daily
operations will be consistent with an area to secure larger vessels.
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.
Standard marine construction practices will be used. Barges, boats and other related equipment will be water-bome. The
material will be stored out of wetlands.
d. List all development activities you propose.
Development shall include the removal of a section of the existing walkway. A new 6'x 115' floating dock, gazebo, finger
piers, and observation platform will be included. The observation platform will extend off of the northern side of the walkway
and will have a 6'x 84' walkway and 10'x 20' covered platform at the end.
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? 3,060 ®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.
Surface Runoff
i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No []NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ?NA
j. Is there any mitigation proposed? ?Yes ®No ?NA
If yes, attach a mitigation proposal.
<Form continues on back>
Form DCM MP-1 (Page 4 of 4) APPLICATION for
Major Development Permit
6. Additional information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name John Blackwell Phone No.
Address 203 Summer Rest Road, Wilmington, NC 28405
Name NC DOT Phone No.
Address 124 Division Drive, Wilmington, NC 28401
Name Town of Wrightsville Beach Phone No.
Address PO Box 626, Wrightsville Beach, NC 28480
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA 84-01 NH Co. 06-8286
CAMA 51962 NH Co. 07-15414
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 informaon provided in this application is truthful to the best of my knowledge.
Date X649 Print Name Jim Hundley
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
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
NWL stabilization
Length -110,^65
Width -40,-25
Avg. Existing -2 NA NA
Depth
Final Project -6 NA NA
Depth
1, EXCAVATION ?This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. silty sand
845
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of the excavation in these areas:
Excavation intended to provide safe access to proposed boating
facility.
d. High-ground excavation in cubic yards.
0
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Shore Acres Masonboro Inlet Disposal Site -250 x 300 (irregular shape)
c. (i) Do you claim title to disposal area?
?Yes ONo ?NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
®Yes ?No ?NA
(ii) If yes, where?
Same
f. (i) Does the disposal include any area in the water?
?Yes ®No ?NA
(ii) If yes, how much water area is affected?
3. SHORELINE STABILIZATION 0This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization:
[]Bulkhead ?Riprap []Breakwater/Sill []Other:
c. Average distance waterward of NHW or NWL: 35'
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
b. Length:
Width:
d. Maximum distance waterward of NHW or NWL:
f. (i) Has there been shoreline erosion during preceding 12
months?
[]Yes ?No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? []Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water ,
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL []None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Material will be stored in a historical dredge disposal site with silt Bucket/barge method will be employed for the excavation
fencing/berms in place
c. (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.
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
??rr ?tI
Date
Summer Rest Modification
Project Name
Jim Hundley
Appli Na
Appli nt Signature
Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
OCommercial ?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 1 (& 115' floating, 1 (aD 84' fixed
(iv) Width 6 6
(v) Floating ®Yes ONo
e. (i) Are Platforms included? ®Yes ?No
If yes:
(ii) Number 2
(iii) Length 24'. 10'
(iv) Width 26'.20'
(v) Floating ?Yes ONo
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
8
(ii) Number of slips existing
2
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: 60'
m. (i) Will the facility have tie pilings?
®Yes ?No
(ii) If yes number of tie pilings?
3
d. (i) Are Finger
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating
Piers included? ®Yes ?No
4
1 a 132'. 2 0) 60-
6'
®Yes ?No
f. (i) Are Boatlifts included? ?Yes ®No
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: 8
? 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 but typically large sportfishing boats
I. (i) Will the facility be open to the general public?
?Yes ONo
,1.,
Z 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.
Sanitary wastewater will not be treated on site.
c. Describe the disposal of solid waste, fish offal and trash.
All solid waste, fish offal and trash will be taken off site.
d. How will overboard discharge of sewage from boats be controlled?
The facility will be a "closed head" facility.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
A sign at the entrance to the facility on the east and west side will be installed.
(ii) Give the location and number of "Pumpout Available' signs proposed.
None proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
None allowed on site.
g. Where will residue from vessel maintenance be disposed of?
Any residue will be contained and taken off site for disposal.
h. Give the number of channel markers and "No Wake" signs proposed. 0
L Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
No fuel-handling facilities are proposed.
j. What will be the marina policy on overnight and live-aboard dockage?
There will be no live-aboard dockage.
k. Describe design measures that promote boat basin flushing?
The basin is close enough to the AIWW to allow natural flushing to occur.
1. If this project is an expansion of an existing marina, what types of services are currently provided?
No services are currently provided with the exception of the two existing wet slips.
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 Present but not affected by Proposed development. ?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 []PublicJGovernment []Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dhpline 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
i. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s): b. Number
[]Commercial []Public/Govemment []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 3
a. Proximity of structure(s) to adjacent riparian property lines
15' south, northern riparian line is centerline of creek which
is approximately 35' from structure
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
-512' from grassline to bulkhead at boat ramp
b. Proximity of structure(s) to adjacent docking facilities.
40' from the pier to the north of proposed project
d. Water depth at waterward end of structure at NLW or NWL
-12.7 to -13.1 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:
Installation of a 6'x 115' floating dock to access the (2) proposed 6'x 60' finger docks and the 6'x 132' finger dock. A covered
platform measuring 24'x 26' has been included. A new 6'x 84' walkway with a 10'x 20' platform have been added to serve
as an observation deck from the main walkway.
amams-i 4/11/11'
Date
Summer Rest Road Pier Modification
Project Name
Jim Hundley
Applicant N e M?_
i
Applicant nature
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