20110813 Ver 1_CAMA Application_20110830

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NCDEN
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James K Gregson
Governor Director
MEMORANDUM:
August 29, 2011
Dee Freeman
Secretary
20 1 108 13
TO Cyndi Karoly, Supervisor
401 Oversight & Express Permits Unit
Division of Water Quality-Surface Water Protection
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: NCWRC - Sneads Ferry BAA - (c/o: M. Hamlett)
Project Location: 312 Fulchers Landing Loop Rd., (SR1517), adjacent to the New
River, in Sneads Ferry, NC, Onslow Co.
Proposed Project: Applicant proposes to construct a public boating access area with
concrete driveway, parking areas, boat ramp with stabilization
walls, fixed and floating access piers, a bulkhead with shcreside
dock, riprap for shoreline stabilization, and maintenance excavation
on an access channel.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by September 22, 2011. If you have any questions regarding the
proposed project contact Holley Snider [phone], when appropriate, in-depth
comments with supporting data is requested.
REPLY:
SIGNED
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. p ?rc
DATE C?
n,
400 Commerce Ave., Morehead City, NC 28557--3421
Phone: [phone], FAX: [phone] Internet: www.nccoastalmanagement.net
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: North Carolina Wildlife Resource Commission- Sneads Ferry Boating Access Area
2. LOCATION OF PROJECT SITE: The project site located at 312 Fulchers landing Loop Road (SR 1517),
adjacent to the New River, in Sneads Ferry, Onslow County.
Photo Index- 2006: 27-6619 L,M -18,19 2000: 27-378 J,K-16,17 1995: 27-365 J, K -13,14
State Plane Coordinates - X: 2487011.864 Y: 300387.060
Lat: 34°33'52.01463" N Long: 77°2256.28913" W
3. INVESTIGATION TYPE: CAMA / Dredge & Fill ROVER FILE #: P 072113A
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 7/29/10, 7/21/11, 8/11/11
Was Applicant Present - Yes, No, No
5. PROCESSING PROCEDURE: Application Received - Complete on 8/12/11
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Onslow County
Classification From LUP - Commercial
(B) AEC(s) Involved: PTA, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - 2 septic tanks (one abandoned and one operational)
Planned - Removal of septic systems
(F) Type of Structures: Existing -Aspahlt and gravel parking lots, 2 commercial buildings (marina store
and Green Turtle restaurant), bulkhead, 2 boat ramps, docks with finger piers and mooring piles
Planned - bulkhead and riprap, 2 boat ramps, 3 floating docks, 1 shoreside
dock, asphalt and gravel parking areas and privacy fence.
(G) Estimated Annual Rate of Erosion: N/A Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Submerged Aquatic Vegetation 3,750 sq. ft.
(B) Non-Vegetated Wetlands - (open 24,000 sq. ft. 2,500 sq. ft. 1, 296 sq.
water) ft.(incorp.)
(C) Other- High ground 57,513 sq.ft.
(impervious)
(D) Total Area Disturbed: 98,819 sq. ft. (2.3 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
NCWRC Sneads Ferry BAA
Page 2
8. PROJECT SUMMARY: The applicant is proposing to construct a public boating access area with
concrete driveway, parking areas, boat ramp with stabilization walls, fixed and floating access piers, and a
bulkhead with shoreside dock and riprap for shoreline stabilization. The applicant is also proposing to
maintenance excavate an access channel.
9. PROJECT DESCRIPTION:
The project site is located on Fulchers Landing Loop Road (SR 1517), adjacent to the New River, in Sneads
Ferry, Onslow County. To locate the site from Wilmington take US HWY 17 N to NC HWY 172, which is located
approximately 4 miles north of Holly Ridge. Turn right onto NC HWY 172 and continue for approximately 6.2
miles.to Wheeler Creek Road. Turn right onto Wheeler Creek Road and travel approximately 0.9 miles to the
junction of Fulchers Landing Loop Road and travel approximately 0.60 miles. The project site is located on
both sides of the Fulchers Landing Loop Road.
The project site consists of four parcels, three parcels along the shoreline of the New River and an additional
parcel located on the west side of the road. The combined area of the parcels is approximately 98,819 square
feet (2.3 acres). According to the applicant, the high ground portion of the property has an elevation of
approximately 2-3 feet above Normal High Water (NHW). Existing man-made features found on the parcel
located on the west side of the road, are a gravel parking area, storage shed, and an abandoned septic system.
The parcel is currently utilized for vehicle and trailer parking for the existing boat ramp. Existing manmade
features on the waterfront parcels include a former marina store, Green Turtle restaurant, boat ramps,
bulkheads, piers and bulkheads. Vegetation on the highground portion of the project site consists primarily of
lawn grasses, with several Live Oaks (Quercus virginiana), Eastern Red Cedars (Juniperus virginiona), and Wax
Myrtle (Myrica cerifera) near the shoreline. The project site has approximately 508 feet of shoreline frontage
that has been stabilized with concrete and wooden bulkheads. Portions of the bulkhead have not been
maintained and several sections of the concrete bulkhead have broken creating two large ebayments along
the southern shoreline. Within the two ebayments coastal wetlands are present and consist of low and high
marsh species, which include Bulrushes (Scirpus spp.), Smooth Cordgrass (Spartina alterniflora), and Salt
Meadow Hay (Spartina patens). Current water depths were obtained via soundings at low water supplied by
the applicant. The applicant has stated that water depths average -1 to - 3 feet at NLW from the existing
bulkhead offshore approximately 960 feet to -4 foot contour of the New River. Eelgrass (Zostera marina), a
type of Submerged Aquatic Vegetation (SAV), is present below NLW within the project area. A SAV survey was
conducted by the Wildlife Resources Commission and the Division of Marine Fisheries staff on April 12, 2011
(see provided survey). The areas immediately adjacent to the existing bulkhead and offshore approximately
100 feet were found to be highly disturbed, deeper and no SAV was detected. Offshore approximately 100 to
250 feet SAV coverage was estimated as sparse at approximately 25% coverage. Beyond 250 feet, SAV was
found by raking and overall coverage was less than 5%. Aerial photographs indicate that the site was
developed prior to 1978 and CAMA permit history is minimal. The project site and adjacent waters have an
established and traditional use as a working waterfront and providing water access.
The adjacent riparian property to the southeast features a residential structure with pier. Properties in the
vicinity of the project site have mixed uses; a commercial docking facility with fish house, a commercial boat
rental shop with boat ramp, a campground, as well as, residential home sites are within a quarter mile of the
project site. There are no known archaeological sites within the vicinity of the project site.
NCWRG Sneads Ferry BAA
Page 3
The waters of the New River adjacent to the project site are classified as SA by the North Carolina Division of
Water Quality. They are NOT designated as a Primary Nursery Area (PNA) by the North Carolina Division of
Marine Fisheries, and they are CLOSED to the harvest of shellfish.
PROPOSED PROJECT:
The applicant is proposing to construct a public boating access area with concrete driveway, parking area and
boat ramp with stabilization walls, access piers, a bulkhead with shoreside dock, and riprap for shoreline
stabilization. The applicant is also proposing to maintenance excavate an access channel. The proposed
boating access area would require the entire project site (4 parcels) to be disturbed and graded for
construction. The proposed upland development, located on the parcel west of Fulchers Landing Loop Road,
would include paved drive isles and parking area, providing standard and "vehicle with trailer" parking spaces,
and storm water treatment (see Sheet 3 of 10). The applicant is proposing to remove the existing boat ramp
adjacent to the northern property boundary. The boat ramp removal would require the excavation of an area,
measuring approximately 30 feet wide by 30 feet long from below NHW. The applicant is then proposing to
construct 40 linear feet of bulkhead along the Normal High Water level (NHW) where the existing boat ramp
would be removed. According to the application, the proposed new boat ramp would have a footprint
measuring approximately 40 feet wide by 50 feet long from the existing NHW boundary along the bulkhead.
Approximately 126 cubic yards of material would be removed from high ground in order to provide adequate
slope for the proposed boat ramps. The applicant has stated that the end of the proposed ramp would
terminate at the existing -4 foot (at NLW) water depth contour. Sub-grade construction materials would
consist of 1 foot of Class B riprap and 6 inches of 57 stone would be used to provide a foundation and prevent
erosion and future movement of the ramp. The concrete ramp would consist of an 8-inch concrete slab that
would be poured and formed on the high ground and pushed into place (see Sheet 5 of 10). The boat ramp
would be stabilized with two vinyl sheet pile retaining wall/breakwaters. The proposed retaining
wall/breakwaters would extend from the high ground, slope with the ramp, and provide support for the
proposed fixed launch docks and the boat ramp. The proposed sheet pile retaining wall/breakwaters would
measure approximately 83 linear feet, of which approximately 50 feet of the breakwater would extend below
the proposed NHW boundary. As stated by the applicant, the portions of the wall located above NHW would
be constructed as retaining walls and would provide proper grade of the turnaround area to direct storm
water flow away from the top of the ramp. The portions of the wall located below the proposed NHW
boundary would be constructed with 1 inch gaps every 1 foot above the mud line. Connected to the
proposed vinyl sheet pile raining wall/breakwaters on the sides of the proposed ramp would be two 8 feet
wide by 60 feet floating docks. As proposed the floating docks would extend approximately 48 feet
waterward of the proposed NHW boundary. Separating the single lane ramps is a proposed ground out
floating dock measuring approximately 60 feet in length by 8 feet in width. As proposed, the floating dock
would extend approximately 48 feet waterward of the proposed NHW boundary.
The application states that the existing dilapidated and broken bulkhead would be removed from the
remaining shore line. Approximately 76 linear feet of new vinyl bulkhead is proposed south of the proposed
boat ramp. A shore side dock is also proposed perpendicular and waterward of the bulkhead. As proposed
the shore side dock would measure approximately 6 feet in width by 76 feet in length and would run parallel
to the bulkhead. An approximately 30 feet long return wall, perpendicular to the shoreline is proposed at the
southern end of the bulkhead. The applicant has stated that the proposed bulkhead would be located at or
NCWRC Sneads Ferry BAA
Page 4
above NHW and some minimal high ground excavation may be necessary in order to provide a straight
alignment. The shoreline south of the proposed bulkhead would be stabilized with riprap. As proposed, the
riprap would be located landward of all coastal wetlands. The applicant has stated that in areas void of
wetland vegetation, the rip rap would extend a maximum distance of 10 feet waterward of NHW to obtain
adequate slope along the shoreline where the bulkhead is to be removed. The applicant has stated that the
riprap would have a maximum base width of 14 feet. The applicant is proposing approximately 240 linear feet
of riprap and approximately 116 linear feet of bulkhead for shoreline stabilization. The applicant is also
proposing to maintenance excavate the access channel located perpendicular to the shoreline in the location
of the proposed boat ramp. As proposed the access channel would measure approximately 960 feet in length
by 25 feet in width and would be dredged to a final depth of -4 feet at NLW (see Sheet 4 of 10). The applicant
has stated and provided documentation that the spoil material would be accepted and stockpiled at the
Onslow County Stump Sound Park and would be utilized for future Onslow County Parks and Recreation
Projects. The applicant is also proposing to install ten (10) US Coast Guard approved (red and green can or
nun buoy) channel markers along the access channel. The proposed channel markers would be spaced every
150 feet and would terminate at the -4 foot water depth contour (see Sheet 4 of 10). The channel markers
and "no-wake" buoys would be chained to a concrete anchor on the bottom. The applicant has stated that
the anchor size shall be determined by buoy size as well as tide and surf conditions. As proposed, the floating
docks would extend approximately 50 feet into a water body which measures approximately 7000 feet in
width.
10. ANTICIPATED IMPACTS
The construction of the boating access area would result in the disturbance of the entire project site,
approximately 98,819 square feet of high ground (approximately 2.3 acres). The proposed boating access area
improvements, including, but not limited to the paved parking, access, drive turn around area and boat ramp
would result in a total of approximately 57,513 square feet of impervious surface (58.2%) for the entire
project site. Approximately 33,203 square feet of impervious surface would be located within the Coastal
Shoreline AEC, resulting in approximately 33.6% coverage within the AEC. The applicant has applied for and
received Storm water Certification for the proposed development and results in a reduction in the overall
impervious area of the existing site. The proposed removal of the existing boat ramp and supporting
structures would result in the disturbance of an area of shallow bottom and open water with a footprint
measuring approximately 30 feet wide by 30 feet long (approximately 900 square feet) and approximately 155
cubic yards of material would be removed from the shallow bottom. The proposed boat ramp and supporting
structures would result in the disturbance of an area measuring approximately 50 feet wide by 50 feet long
(approximately 2,500 square feet). As proposed, an area measuring approximately 50 feet wide by 30 feet
long (approximately 1500 square feet) would be excavated from the high ground to provide adequate slope
for the proposed ramp, resulting in the removal of approximately 126 cubic yards of high ground material.
The applicant is also proposing to place approximately 310 cubic yards of fill material above NHW for ramp
support and to provide slope for the ramp and storm water treatment. Located within the proposed footprint,
the proposed vinyl sheet pile retaining wall/breakwaters on the sides of the proposed ramp would result in
the filling of approximately 330 square feet of Estuarine Waters. The placement of the fill material and
constructed slope for the boat ramp would result in a landward shift of the NHW boundary approximately 10
feet. The proposed boat ramp would extend approximately 48 feet below the proposed NHW boundary and
the toe of the ramp would terminate at approximately -4 feet below NLW. The proposed boat ramp
NCWRC Sneads Ferry BAA
Page 5
construction would result in the placement of approximately 140 cubic yards of material below NHW. The
proposed floating docks on both sides of the ramp would extend approximately 54 feet waterward of the
proposed NHW boundary and would incorporate approximately 1,296 square feet of Estuarine Waters. The
proposed floating dock would extend approximately 54 feet into a water body measuring approximately 7,000
feet in width. As proposed the floating docks would conform to the % width limitation and it would not
extend beyond the established pier head line. The proposed channel markers would incorporate an
additional 10 square feet of Estuarine Waters. The proposed maintenance excavation of the channel would
result in the removal of approximately 1000 cubic yards of material from below NHW to provide an access
channel. As proposed, sparse patches of SAV and potential SAV habitat, approximately 3,750 square feet
would be removed by the excavation.
Submitted by: H. A. Snider Date: August 25, 2011 Office: Wilmington
Sneads Ferry Boating Access Area
Redevelopment Project
CAMA Application Narrative - drawings dated 6/17/2011
The North Carolina Wildlife Resources Commission (NCWRC) proposes the
redevelopment of its Sneads Ferry boat ramp property in Onslow County, NC. The site is on the
New River and Fulchers Landing Loop Road (SR 1541) runs between the tracts of land.
NCWRC acquired these 4 tracts of previously developed land through WAMI grant funds
in early 2010. Existing development on the tracts includes parking, commercial buildings,
commercial docks and bulkheads, and a boat ramp that was previously open for public use for a
daily launch fee. This site has been operating on some capacity as a public/commercial access
since at least the 1940s. Historical aerial photos place the waterfront development and
approximately 1000'-long channel creation between 1938 and 1949. The boat ramp property
being sold is a direct illustration of this project's importance to the public and the area. As land
changes hands there is no guarantee the land use and business operations will remain the same
and the opportunity to launch a boat, even for a fee, could disappear from any privately-owned
ramp in the future. NCWRC's mission to provide free public boating access will be an asset to
the Sneads Ferry community as the boating and fishing it supports will be able to continue into
the future with no risk of disappearing.
The existing boat ramp at the site is inadequate and cannot be easily launched from in
the entire range of normal water levels. New River at this location has a lunar tide and is
additionally affected by wind tides. Water depths in front of the existing ramp can be as little as 1'
during lower water levels with sustained wind influence. The existing fixed dock next to the ramp
is set at a very high elevation so that it will not be inundated during high water events, but is
ineffective as a launching aid during lower water levels. The commercial docks behind the
existing commercial buildings are in poor shape and would be a structural safety concern to open
to public use in their current condition. The existing channel, while consistently 3' deep at low
lunar tide levels, needs to be maintenance dredged to ensure adequate water depths in lower
water depths created by sustained winds.
Redevelopment and new construction activities proposed at the site are: demolition of
commercial buildings, existing ramps, and existing bulkheads and docks. Construction of 2 new
launch ramps, 3 floating docks, bulkheads, rip rap shoreline stabilization, shoreline fixed dock,
asphalt parking lot and maneuver area, and improvement of an existing gravel parking lot.
Distinct driveways will be created to improve safety and traffic flow at the site. An NCDOT
Driveway Permit is needed for the new driveways and coordination with NCDOT has been
completed on those designs. The proposed ramps will be relocated on the site to the location
currently behind the old marina store. Here there is an existing harbor area and maintained
channel with better water depths than at the old ramp. This channel is currently in use today as
boats are still docking daily behind the Green Turtle Restaurant. Photo evidence indicates that
channel was created sometime after 1938 and has been maintained since at least the 1949. An
interview with lifetime resident Kern Everett provided information on past development and
waterfront uses of marina stores, fish houses, commercial docking, and charter boat docking as
far back as the 1941 that continuously used the existing channel at the site. Maintenance
dredging of that channel to a depth of 4 NLW is proposed to allow boaters to navigate to deeper
water during all ranges of water levels, especially during events with sustained winds augmenting
low lunar tide.
In May 2010, NCWRC engineering staff observed very sparse eel grass in front of the
existing boat ramp and in the shallow waters in front of the eastern property shorelines. At a
subsequent NCDENR Permitting Scoping meeting in July 2010, it was determined that regulatory
agency staff would visit the site during the SAV growing season for a preliminary SAV survey to
determine if a full SAV survey was needed. In late August and again in early September, staff
from NCWRC-Engineering, NCWRC-Inland Fisheries, NCDCM, NCDMF, and NCDWQ visited the
site for the preliminary SAV survey. A subsequent full-scale SAV survey was conducted by
NCDMF and NCWRC staff in April 2011. This survey found zero SAV in front of the proposed
new ramp location, SAV presence in front of the existing ramp location between the 2 fixed
docks, and some sparse SAV presence in about 150' of the existing channel near the end of the
existing fixed docks. Beyond the area of sparse SAV presence, very sparse SAV presence was
observed occasionally. The current boat ramp traffic pattern between the 2 fixed docks has boats
traveling over about 7000ft2 of SAV area (-175' long x 40' wide) to reach the existing channel just
to the existing channel to the south of the docks. During low water events, incidental prop
dredging by ramp users occurs in that SAV area. The proposed maintenance dredging of the
existing channel would impact approximately 3,750ft2 of sparse SAV area (-150' long x 25' wide).
Relocating boat ramp traffic to the existing deep water harbor area and existing channel would
stop any incidental impacts to the 7000ft2 of SAV habitat and allow it to be undisturbed in the
future. The proposed ramp construction would have no negative impacts to SAV habitat. The
proposed maintenance dredging and boat ramp traffic consolidation would have a negative
impact on SAV that has reestablished itself within the existing channel and a positive impact on
SAV that is in the path of the existing boat ramp. NCWRC believes that overall impacts to SAV
would not be major and would be necessary for benefit of the public. Enclosed with this CAMA
Permit application packet is a map of the SAV survey results and written comments from
NCDMF.
An earlier, smaller phase of redevelopment has already been carried out. Three
underground fuel storage tanks were removed from the marina store parking lot and
contaminated soil has been removed to ensure the environmental safety of the area during this
proposed full redevelopment. The initial phase of redevelopment required a CAMA Minor Permit.
Also at that time, and Erosion and Sediment Control Permit and a Stormwater Permit Exemption
were issued for the full redevelopment of the site, including proposed work in this permit
application. As required by NCDENR-DWM regulations, a Notice of Residual Petroleum (NRP)
for the property was recorded with the Onslow County Register of Deeds in May 2011 and
DENR-DWM issued a Notice of No Further Action for the site in June 2011. The NRP does not
result in any restrictions on the type of redevelopment proposed.
20110813
0011 M!-1
APRIUTIONfor
Nolorewelopment
(last revised 12127106)
Femn
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicantl Landowner Information
Business Name Project Name (if applicable)
Ne Wildlife Resources Commission Sneads Ferry Boating Access Area
Applicant 1: First Name Mt Last Name
Sara J Sherman
Applicant:2: First Name MI Last Name
if additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
1720 Mail Service Center Raleigh NC
ZIP Country Phone No. FAX No.
27699 USA 919- 707 - 0164 ext. 919 - 70 7 - 0162
Street Address (it different from above) City State ZIP
1751 Varsity Dr Raleigh NC 27606-
Email
[e-mail]
2. AgentlContractor Information
Business Name
N/A
Agent/ Contractor 1: First Name Mt Last Name
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
ZIP Phone No. 1
ext. Phone No. 2
- - ext.
FAX No. Contractor #
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 State Rd. #
Onslow 312 Fulchers Landing Loop Rd 1541
Subdivision Name City State zip
N/A Sneads Ferry NC 28460 -
Phone No. Lot No. (s) (if many, attach additional page with fist)
N/A - - ext. N/A, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak New River
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
NNatural ?Manmade ?Unknown New River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
NYes ?No work falls within.
Onslow County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
508` 98819 (4 tracts + DOT ROW in between)
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
34087, 12651, 10755, 22564, +18762 DOT ROW NWL (normal water level)
(if many lot sizes, please attach additional page with a list) 24 ®NHW or ?NWL
e. Vegetation on tract
A few grassy areas surrounding parking lots. 3 Cypress trees within gravel parking lot. Some landscaping around a former
house and commercial buildings. Coastal wetlands are also present along the shoreline in the area of the broken concrete.
These wetlands were delineated by Holley Snider on 7/6/2011.
f. Man-made features and uses now on tract
Asphalt Parking, Gravel parking lots, NCDOT Asphalt Road, 2 commercial buildings (Marina Store-vacant, Green Turtle
Restauarnt-open and leased from NCWRC), 2 boat ramps, bulkheads and docks.
v
g. Identify and describe the existing land uses adiacent to the proposed project site,
Business (Captain Jim's Restaurant) and residential
h. How does local government zone the tract? I. Is the proposed project consistent with the applicable zoning?
CB (Attach zoning compliance certificate, if applicable)
NYeS ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes NNo
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes NNo ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes NNo ?NA
National Register listed or eligible properly?
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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 ?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.
Site at one point had 3 septic tanks. The one for the former house has been filled in. The one for the vacant marina store is
currently not in use. The one for the Green Turtle restaurant is in use and will be filled in when that building is torn down
during site redevelopment.
o. Describe existing drinking water supply source.
None. Well in vacant marina store was abandoned as part of UST removal. Area is served by County water.
p. Describe existing storm water management or treatment systems.
Stormwater is collected by ditches and drop inlets and is discharged into New Rivery by 3 outlet pipes.
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 will serve as a free boating access area to the public. Site will be open 24/7 and free of charge. Site will be
unmanned and will receive routine maintenance by NCWRC staff. Serves provided will be ramps and parking only, no other
marina services or facilities are proposed.
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.
Proposed dredging would be bucket-to-barge dredging using a barge and excavator. Ramps will be poured on high ground
and pushed into place. Equipment used will be excavator, bulldozer, paver, dumptruck, back hoe. Equipment will be stored
on-site.
d. List all development activities you propose.
Revelopment of entire site - removal of existing buildings, ramps, and docks. New development includes bulkheads, rip rap
shorelines stabilization, 2 boat ramps, 3 floating docks, 1 shoreline dock, asphalt parking lot, asphalt maneuver area and
driveway, and gravel overflow parking. At the request of an adjacent landowner, a 6` wood privacy fence is also being
constructed.
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? 2.3 ?Sq.Ft or OAcres
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.
The ramp apron will be sloped away from the water so that only water falling directly onto the ramp can flow directly into the
river, all other runoff will be directed away from the ramp. Stormwater will be treated and discharged into the New River by 2
existing outlet pipes and new grass buffer areas as approved in Stormwater Redevelopment Project SW8 100918.
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 [DNA
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 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) - (Q are always applicable to any major development application Please consult the application
instruction booklet on how to property 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 Melba McKeever Phone No.
Address P.O. Box 55, Sandy Spring, MD 20860
Name Donald Mercer Phone No.
Address P.O. Box 1024, Sneads Ferry, NC 28460
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.
None Known.
Previous Owner stated he had LAMA General Permit
previously issued for dock maintenance.
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
I. 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. 11 3A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
1 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 Aur.'A`r°- i2. ZDII Print Name NCWRC, Mark Hamlett, PE
Signature `Ctt 40 1
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
j9DCM MP-3 Upland Development
0DCM MP-4 Structures information
252.508-2608 .. 1.8138-4RCOAS'r .. www nccoastalmanacgenient.net
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for LAMA 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 o 'Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(
r Breakwater shoreline
NWL stabilization
Vinyl
Length 960' 2@ 71' Breakwaters
2@ 83'
Width 25' 2@ 15' 2-'8" each
Avg. Existing
Depth -3' NLW NA NA -2' NLW
Final Project ,

Depth -4
NLW NA NA -4' NLW
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
1155 cubic yards below NHW (1000 maintenance dredging, 155
removing old ramps
a. (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 0SAV 3750 ?SB
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
Maintenance Dredging of Existing Channel 25' Wide x 960'
Long. SAV survey found sparse SAV coverage in -150' of
existing channel.
?This section not applicable
b. Type of material to be excavated.
Sandy soil in maintenance dredging area. Concrete ramp
and base to remove old ramps.
d. High-ground excavation in cubic yards.
126 cubic yards for ramp construction above NHW.
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area, b. Dimensions of disposal area.
Stump Sound Park (OnslowCounty Parks & Rec) TBD
1771 Hwy 172, Sneads Ferry, NC
c, (i) Do you claim title to disposal area?
?Yes ®No ?NA
(ii) If no, attach a letter granting permission from the owner.
d. (i) Will a disposal area be available for future maintenance?
®Yes ?No ?NA
(ii) If yes, where?
Soil will be stockpiled at Stump Sound Park and used in
future Onslow County Parks and Rec maintenance
projects.
e. (1) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ?Yes ONo ?NA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected. (ii) If yes, how much water'area is affected?
?CW ?SAV ?SB
252-608-2606 :: 1-8138-4RCOA5T :: www.ncc€rastaimanagement.net revised: 12/26106
Fort" DCM MP'-2 (Excavation and Fill, Faye 2 of 3)
?WL NNone
(ii) Describe the purpose of disposal in these areas:
3. SHORELINE STABILIZATION ?This section not applicable
(If development Is a wood groin, use MP-4 - Structures)
a. Tvoe of shoreline stabilization: b. Lanoth: 240' of Rio Rao. 116' of Bulkhead
®Bulkhead ®Riprap ?Breakwater/Sill ?Other:
c. Average distance waterward of NHW or NWL: All bulkhead is at or
behind NHW. Rip rap will not extend more than 10' beyond NHW
e. Type of stabilization material:
Class B Rip Rap and Vinyl Sheetpiling
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill 0 Riprap 2700 Rip Rap
Breakwater/Sill Other
i. Source of fill material.
Vinyl from Supplier. Rip Rap from quarry.
4. OTHER FILL ACTIVITIES ?This section not applicable
(Excluding Shoreline Stabilization)
a. (1) Will fill material be brought to the site? ®Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlandsimarsh (CW),
If yes,
(ii) Amount of material to be placed in the water 140 cy
(iii) Dimensions of fill area 50'x48' (ramp/floating dock
footprint area between breakwaters)
(iv) Purpose of fill
2 concrete boat ramps and ramp stone base at 14% slope.
Stone ramp base will be placed in water by an excavator on
high ground. The concrete ramps will be pushed into place
by a bullsdozer after being formed and poured on high
ground.
Width: 14' max. Rip Rap width, 1.7' Bulkhead width
d. Maximum distance waterward of NHW or NWL: Rip rap = 10'
max. All bulkhead to be located at or behind NHW.
f. (i) Has there been shoreline erosion during preceding 12
months?
®Yes ?No ?NA
(III If yes, state amount of erosion and source of erosion amount
information-
In locations where old bulkhead is broken and failing
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:
N/A
[ 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)?
Silt fence as needed and approved in approved Erosion Control bucket-to-barge dredging. Will use excavator and barge.
Plan (approved October 21, 2010)
c. (t) Will navigational aids be required as a result of the project? d.
®Yes E]No ?NA
(ii) If yes, explain what type and how they will be implemented.
10 Navigational Channel Marker Buoys (5 pairs) are proposed to
be spaced approximately every 200' along the channel,
(i) Will wetlands be crossed in transporting equipment to project
site? ?Yes ONo ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
252.808.2808 :: 1-888.4RCOAST ;: www,nccoastatmanagement,not revised: 12/26/06
Forth DCM MP-2 (Excavation and Fill, Page 3 of 3)
August 12, 2011
Date
Sneads Ferry BAA
Project Name
NCWRC, Mark Hamlett, PE
Applicant Name ff
Applicant Signature
252-808.2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12i26/06
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.
1 asphalt parking lot, 1 asphalt maneuver area with
entrance driveway, 1 gravel overflow parking lot, 6' privacy
fence. No buildings are proposed.
c. Density (give the number of residential units and the units per
acre).
NIA
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
(it) If yes, list the date submitted: approved 10/21/2010
2. Land purchased as 4 tracts. The 3 on the same side of
the road are being combined into 1.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
2.3 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Concrete, asphalt, gravel
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.
33.6% (reduction of 38.7%)
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.
58.2% (reduction of 5.9%)
J. Describe proposed method of sewage disposal.
None. No restrooms or running water facilities are
proposed. No fish cleaning stations are proposed.
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).
Only discharge is stormwater runoff. 2 of the 3 existing
outlet pipes into New River will remain and water will
continue to be collected by ditch and drop inlet.
Drainage area of removed 3`d outlet pipe will sheettow
into river over vegetation.
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: approved 10/29/2010_
k. Have the facilities described in Item (i) received state or local
approval?
?Yes ?No ONA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
?Yes NNo ?NA
If yes, attach appropriate documentation.
252.808.28082::1.888-4RCOAST wwwmccoastalmana.getnent.net revised: 12/26/06
Form DCM MP-3 (Upland !Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
None.
o. When was the lot(s) platted and recorded?
Deeded to NCWRC 3/30/2010

n. (i) Will water be impounded? ?Yes ®No ?NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
?Yes ?No ®NA
August 12, 2011
Date
Sneads Ferry BAA
Project Name
NCWRC, Mark Hamlett, PE
Applicant Name
d& 4k
Applicant Signature
252-808-2808 :: 1-888.4RCOAST :: www.nccoastaimanagement.net revised: 12126106

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.
9. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
[]Commercial ®PublictGovernment []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) d. (i) Are Finger Piers included? ?Yes ®No
(ii) Number 4 If yes:
(iii) Length 60' each at ramps, 76' along Shoreline (ii) Number
(iv) Width 1 A8' (center of ramps), 3 A6' (outsides of (iii) Length
ramps & Shoreline) (iv) Width
(v) Floating ®Yes []No (v) Floating ?Yes ?No
e. (i) Are Platforms included? ?Yes nNo
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes []No
Note: Roofed areas are calculated from dripline dimensions.
f. (i) Are Boatlifts included? ?Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
g. (i) Number of slips proposed
0 proposed. And all existina Iona-term dockaae Drowsed
to be removed.
(ii) Number of slips existing
approx. 14 (space behind existing buildings and along
backside of long existing ramp dock)
1. Check the proposed type of siting:
? Land cut and access channel
®Open water; dredging for basin andfor channel
[]Open water; no dredging required
[]Other; please describe:
k. Typical boat length: 18' - 25'
m. (i) Will the facility have tie pilings?
?Yes NNo
(ii) If yes number of tie pilings?
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:
? Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 2
? Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Motorboats - recreational and commercial
L (i) Will the facility be open to the general public?
®Yes []No
252-808.2808 ^ 1.688-411COAST :: www.nccoastalmanagement.not revised: 12127/06
Form 0CM MP-4 (Structures, Page 2 of 4)
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.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h• Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live-aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ONo
252-808-2808 :: 1.888-4RCOAST :: www.nccoastaimpnaciement.net revised: 12127106
Farm DC M MP-4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes SNo
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation`(§AV), shell bottom
(SB), or other wetlands (WL)1 If any boxes are checked, provide the number of square feet affected.
?CW ?SAV ?SB
OWL ?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.
3. BOATHOUSE (including covered lifts) ® This section not applicable
a. (1) 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. (i) Number
(fi) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ?This section not applicable
a• Length 2 Q- 83' each b. Average distance from NHW, NWL, or wetlands
33'
c. Maximum distance beyond NHW, NWL or wetlands
55' Waterward
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s): b. Number
ElCommercial ?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
252-808.2808 :: T-888.4RCCAST :: vvww.nccoasta_tmana ement.not revised: 12/27106
Farm 0CM MP-4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines
38' to north
b. Proximity of structure(s) to adjacent docking facilities.
38' to north
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
6400'
e. (i) Will navigational aids be required as a result of the project?
MYes ?No ?NA
(ii) If yes, explain what type and how they will be implemented.
10 Navigational Aid Buoys (5 pairs) are proposed spaced
approximately every 200' along the channel.
d. Water depth at waterward end of structure at NLW or NWL
-4' NLW
8. OTHER ® This section not applicable
a. Give complete description:
August 12, 2011
Date
Sneads Ferry BAA
Project Name
NCWRC, Mark Hamlett, PE
Applicant (Name
Applicant Signature
252-808-2808 :: 1.888-4RCOAST :: wwvv.nccoastatmanagement.net rovfsed: 12!27!06
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue, Governor Division of Waste Management Dee Freeman, Secretary
UST Section Dexter R. Matthews, Director
June 9, 2011
NC Wildlife Resources Commission
Attention: Sara Sherman
1321 Mail Service Center
Raleigh, NC 27699-1720
Re: Notice of No Further Action
15A NCAC 2L.0407(d)
Risk-based Assessment and Corrective
Action for Petroleum Underground Storage
Tanks
Sneads Ferry Boat Access
312 Fulchers Landing Loop Rd
Sneads Ferry,Onslow County
Incident Number: 32691
Risk Classification: Low
Ranking: 35R
Dear Ms. Sherman:
The requested Notice of Residual Petroleum was received by the UST Section,
Wilmington Regional Office on June 8, 2011. Thank you for submitting this Notice.
The UST Section determines that no further action is warranted for this incident. This
determination shall apply unless the UST Section later finds that the discharge or release poses
an unacceptable risk or a potentially unacceptable risk to human health or the environment.
Pursuant to Title 15A NCAC 2L .0407(a) you have a continuing obligation to notify the
Department of any changes that might affect the risk or land use classifications that have been
assigned.
Be advised that as groundwater contamination exceeds the groundwater quality standards
established in Title 15A NCAC 2L .0202, groundwater within the area of contamination or
within the area where groundwater contamination is expected to migrate is not suitable for use as
a water supply.
This No Further Action determination applies only to the subject incident; for any other
incidents at the subject site, the responsible party must continue to address contamination as
required.
An {l:a OP OrTU 1:',Y % A ir"ia(ivle Notion " 11¢€u" Jer - 50 % Recycled 1 10 % Pw Co'isuin-e.r PauCr
If you have any questions regarding this notice, please contact me [phone] or at
the address listed below.
Sincerely,
Liz B g
Hydrogeologlst
Wilmington Regional Office
cc: Liz Berg-WiRO/UST
Joe Zuncich, ARM
George O'Daniel, Onslow County Health Department
Mark Hamlett, NC Wildlife Resources Commission (address above)
UST Regional Office:
Wilmington (WIL) - 127 Cardinal Drive Extension, Wilmington, NC 28405 [phone]
f t
1
4i) ? 1
1734
COUNTY OF ONSLOW
June 7, 2011
NCWRC
Sara Sherman
Division of Engineering Services
1720 Mail Service Center
Raleigh, NC 27699
Ms. Sherman,
,IS
The Onslow County Parks and Recreation Department has agreed to receive 1000 cubic yards of fill dirt
resulting from dredging work in the Sneads Ferry area. Please coordinate the project with our Parks
Superintendent, David Washington. Thank you.
Sincerely,
Rick Perry,
Recreation Supervisor
Cc: David Washington, Parks Superintendent
Department of Parks and Recreation
1244 Onslow Pines Road • Jacksonville, North Carolina - 28540
Phone: [phone] • Fax: [phone]
wsmonslowcomitync.gov/parks
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NCEPA Statement of Compliance
The proposed improvements to the Sneads Ferry Boating Access Area involve
public funds and public land. The project does not significantly affect the quality
of the environment as the land use will remain the same and the access channel
is existing. The project is in compliance with the North Carolina Environmental
Policy Act per N.C.G.S. 113A 1-10.
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Marine Fisheries
Beverly Eaves Perdue
Governor
MEMORANDUM:
TO:
THROUGH:
FROM:
SUBJECT:
DATE:
Dr. Louis B. Daniel III
Director
Sara Sherman, WRC Engineer
Anne Deaton, DMF Habitat Section Chief
Jessi Baker, DMF Marine Biologist
Sneads Ferry Boating Access Area, Sneads Ferry, NC
May 27, 2011
Dee Freeman
Secretary
The North Carolina Division of Marine Fisheries (DMF) has evaluated the proposed Sneads Ferry WRC
Boating Access Area. WRC proposes to install a boat ramp and dredge the existing 3-foot deep channel
to depth of 4 feet. On April 12th, DMF and WRC staff conducted a survey for submerged aquatic
vegetation in the project footprint. The survey was conducted by boat using a modified clam rake. The
weather was sunny but the water was turbid so that the surveyors could not see the bottom. WRC
mapped the findings of that survey (see attached).
The areas immediately adjacent to shore and out approximately 100 feet were found to be highly
disturbed, deeper, and no SAV was detected. Continuing out the proposed channel, from 100 feet
offshore to 250 feet offshore, SAV coverage was estimated as sparse, at approximately 25%. Beyond
250 feet from shore, patches of SAV were encountered by raking and overall coverage was very sparse,
at five percent or less.
Aerial photographs obtained by WRC confirmed that the proposed project area has been historically
dredged and used by large fishing vessels. Although, there is an existing boat ramp on the property
adjacent to the proposed ramp, WRC chose this ramp location because it results in the smallest amount
of dredging and least amount impacts to SAV.
Although, a minor amount of SAV is present within the project area, there would not be significant
adverse impacts from this project because 1) the amount of SAV habitat to be impacted is small, 2) the
applicant minimized impacts by locating the channel in the footprint of the deepest existing channel
with the least SAV, 3) the area has been dredged in the past, and is therefore considered maintenance
dredging, and 4) the project will be consistent with historical use as deep water access for fishing.
We do not object to the project in this location. However, all excavation activities should be completed
outside of the in-water work moratorium from April 1" to September 30th.
Thank you for the opportunity to review and comment on this proposed project. Please feel free to
contact Jessi Baker at [phone] if you have any further questions or concerns. -
5285 fty 70 Ylest, florehead City, North Carolina 28557
Phone: [phone]ff FAX [phone], Internet: www.ncdmf.net

one
NorthCarolhia
A-atunillif

100111M1W1111111111
Recorded: OS/12/201atT32e38C17 PM
Fee Amt: =20.00 Paps i of 3
Onslow County NC
Rebecca L. Pollard Reg. of Deeds
6K35?92 PQ906-908
NOTICE OF RESIDUAL PETROLEUM
Sneads Ferry Boat Access, 312 Fulchers Landing Loop Road, Sneads Ferry Onslow County, North
Carolina
The property that is the subject of this Notice (hereinafter referred to as the "Site") contains
residual petroleum and is an Underground Storage Tank (UST) incident under North Carolina's
Statutes and Regulations, which consist of N.C.G.S. 143-215.94 and regulations adopted thereunder.
This Notice is part of a remedial action for the Site that has been approved by the Secretary (or
his/her delegate) of the North Carolina Department of Environment and Natural Resources (or its
successor in function), as authorized by N.C.G.S. Section 143B-279.9 and 143B-279.11. The North
Carolina Department of Environment and Natural Resources shall hereinafter be referred to as
"DENR".
NOTICE
Petroleum product was released and/or discharged at the Site. Petroleum constituents remain on
the site, but are not a danger to public health and the environment, provided that the restrictions
described herein, and any other measures required by DENR pursuant to N.C.G.S. Sections 14313-
279.9 and 143B-279.11, are strictly complied with. This "Notice of Residual Petroleum" is composed of
a description of the property, the location of the residual petroleum and the land use restrictions on the
Site. The Notice has been approved and notarized by DENR pursuant to N.C.G.S. Sections 143B-279.9
and 143B-279.11 and has/shall be recorded at the Onslow County Register of Deeds' office.
Source Property
The State of North Carolina is the owner in fee simple of all or a portion of the Site, which is located in
the County of Onslow, State of North Carolina, and is known and legally described as:
Revised September 28, 2007
BEING all of that 0.2904 acre tract of land as shown on map entitled, "Property of Franklin E.
Justice and wife, Shera A. Justice", dated March 6, 2006, prepared by L. Weston Lyall, PE, PLS
and recorded in Map Book 50, Page 147, Slide L-1245, of the Onslow County Register of Deeds
and being the same property identified as 0.2904 acres as shown on that plat entitled "Sneads
Ferry Boating Access Area", recorded in Plat Book 59, Page 203, Onslow County Registry.
For protection of public health and the environment, the following land use restrictions
required by N.C.G.S. Section 143B-279.9(b) shall apply to all of the above-described real property.
These restrictions shall continue in effect as long as residual petroleum remains on the site in
excess of unrestricted use standards and cannot be amended or cancelled unless and until the
Onslow County Register of Deed receives and records the written concurrence of the Secretary
(or his/her delegate) of DENR (or its successor in function).
PERPETUAL LAND USE RESTRICTIONS
Groundwater: Groundwater from the site is prohibited from use as a water supply. Water supply wells
of any kind shall not be installed or operated on the site.
ENFORCEMENT
The above land use restriction(s) shall be enforced by any owner, operator, or other party
responsible for the Site. The above land use restriction(s) may also be enforced by DENR through any of
the remedies provided by law or by means of a civil action, and may also be enforced by any unit of local
government having jurisdiction over any part of the Site. Any attempt to cancel this Notice without the
approval of DENR (or its successor in function) shall be subject to enforcement by DENR to the full extent
of the law. Failure by any party required or authorized to enforce any of the above restriction(s) shall in no
event be deemed a waiver of the right to do so thereafter as to the same violation or as to one occurring
prior or subsequent thereto.
IN WITNESS WHEREOF, Speros J. Fleggas has4aused this Notice to be executed pursuant to
N.C.G.S. Sections 143B-279.9 and 143B-279.11, this lai day of hih, 2011.
hfa ?oRtE1 e*A*0L lNIA-
a i e t is signing)
By:
(sigma a of respo 'ble ty, att other agent if there is one)
(Title of agent for responsible party if there is one)
Signatory's name typed or printed: Ayrama.J -J. I%L*660%'
Revised September 28, 2007
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