20090665 Ver 1_CAMA Permit Application_20090608

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NCDENIR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
MEMORANDUM:
June 4, 2009
TO: Cyndi Karoly, Supervisor
401 Oversight & Express Permits Unit
Division of Water Quality-Surface Water Protection
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UN J
U 8 2009
WEU AN0 3TOR1ryigp BR4NLW
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA Major Permit Application Review
Applicant: Stuart Point/Cabbage Inlet Lane Landing Maintenance Project
Project Location: 300 Windchase Lane, adjacent to Whiskey Creek & AIWW,
Hanover County
Proposed Project: To dredge channel and improve boat ramp
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by June 27, 2009. If you have any questions regarding the proposed
project contact Holley Snider [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 DATE
400 Commerce Ave., Morehead City, NC 28557--3421
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity Affirmative Action Employer
NorthCarolina
naturally
FIELD INVESTIGATION REPORT
DIVISION OF COASTAL MANAGEMENT
APPLICANT'S NAME: Stuart Point for Cabbage Inlet Lane Landing Maintenance Project
2. LOCATION OF PROJECT SITE: 300 Windchase Lane, adjacent to Whiskey Creek and the Atlantic
Intracoastal Waterway, in Wilmington, New Hanover County.
Photo Index - 2006: 21-7385 S-8, T-8,9 2000: 21-265 T, U- 8,9 1995: 21-248 S, T-12 T, U-13,14
1989: 4 178 25 JX 6,7
State Plane Coordinates - X: 2346239.253 Y: 150910.525 GPS - 0050811 B
Lat: 34009'32.93432"" N Long: 77°51 '20.09366" W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit-1/29/09 5/8/09
Was Applicant Present - Yes No
5. PROCESSING PROCEDURE: Application Received - 03/11/09, 4/16/09 (Complete)
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Wilmington-New Hanover County Land Use Plan
Land Classification From LUP - Conservation
(B) AEC(s) Involved: ES, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Municipal
Planned - None
(F) Type of Structures: Existing- Single story garage, boat landing, private pier associated floating
dock and mooring pilings
Planned- boat ramp
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7
HABITAT DESCRIPTION:
[AREA]
DRFDGFD FII I FD OTHER
8.
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands 11,875 sq. ft. 300 sq. ft.
(Open Water)
(C) Other - Highground disturbance 9,500 sq. ft.
(D) Total Area Disturbed: 21,675 sq. ft. (0.50 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA-HQW Open: CLOSED
PROJECT SUMMARY: The applicant is proposing to dredge a channel and improve an existing boat
ramp.
Stuart Point
Cabbage Inlet Lane Landing Maintenance Project
Page 2
9. PROJECT DESCRIPTION:
The project is located at 300 Windchase Lane, adjacent to Whiskey Creek and the Atlantic Intracoastal
Waterway (AIWW), Wilmington, in New Hanover County. To locate the project site from Market Street
(Highway 17), travel South on College Road towards Monkey Junction. At the intersection of South
College Road and Holly Tree Road turn left. Continue east on Holly Tree Road, and bear right at he
stoplight onto Pine Grove Drive. Continue on Pine Grove Drive, which will converge with Masonboro
Sound Road. Travel on Masonboro Sound Road approximately 2.3 miles turning left onto Cabbage
Inlet Lane. Follow Cabbage Inlet Lane for approximately 0.3 miles, turn left onto Windchase Lane. The
project site will be located on the right near the end of the road. The 0.05 acre tract is irregular in shape
and has approx. 100 feet of shoreline fronting Whiskey Creek. The property has an average elevation
of 6-12 feet above mean sea level. Existing man-made features on the project site include a 1-story
storage building, a concrete and oyster shell boat landing (approximately 10-15 feet in width) and an
existing fixed and floating docking facility. The project site is a deeded community access area for the
adjoining lots; 340, 344, 350 Cabbage Inlet Lane and 314 Windchase Lane. Highround portions of the
tract and the adjacent properties were home to the former Uncle Henry Kirkham's Oyster House
Restaurant, reportedly operating from 1940-1990. The landing location has been historically used by
commercial fisherman and the public for oyster production. The project site was formerly home to an
oyster shucking facility that sold oysters to wholesale and retail markets. The oyster house and
commercial boat landing have not operated actively since the late 1980's and early 1990's when the
area was developed with single-family residences. Located waterward of the highground is an existing
band, approximately 10-15 feet in width, of Coastal Wetland vegetation consisting primarily of Smooth
Cordgrass (Spartina alternaflora). Wetland vegetation is void in the area of the existing concrete and
oyster shell boat launch. An existing fixed pier with platform connects to a large floating dock oriented
parallel to the shoreline with a single finger pier perpendicular to the shoreline. The existing floating
docks currently rest on the bottom during periods of low tide. Located waterward of the pier adjacent to
Whiskey Creek are two large oyster beds that create a bay in which the pier is located. Aerial
photography indicates the existing pier was constructed between 1995 and 2000; however DCM has
been unable to locate any permit data for this structure. Although the applicant states that the channel
has been historically used and maintained, there is no record of previous excavation being conducted in
this area. The applicant has provided photographs (see application), to demonstrate that a natural
channel existed prior to the development of Masonboro Boat Yard. Furthermore, the applicant states
that several storm events have caused this area to shoal, severely limiting the access to Whiskey
Creek.
The Wilmington- New Hanover County Land Use Plan classifies adjacent highground and waters of the
project site as Conservation. The waters of Whiskey Creek, in Masonboro Sound, are classified as SA-
HQW, by the NC Division of Water Quality. The waters adjacent to the project site are also designated
as Outstanding Resource Waters by the Environmental Management Commission. These waters are
designated as PNA by the NC Division of Marine Fisheries and are closed to the harvest of shellfish.
10. PROPOSED PROJECT:
The applicant is proposing to dredge a channel and improve an existing boat ramp. The applicant is
proposing to excavate an area which is said to have been historically used for navigation. In addition
the applicant proposes to improve to the existing community boat launch area. The applicant states that
mechanical dredging would be utilized to excavate a historical channel measuring approximately 475
feet in length by 25 feet in width. The applicant states the existing water depths range from
approximately 0 feet to -0.8 feet at Normal Low Water (NLW). Water depths adjacent to the existing
docking facility are +0.2"at NLW and increase to -2.0' at NLW at the end of the channel, adjacent to
Whiskey Creek. The applicant is proposing to dredge all areas to a final depth of -3' at NLW. The
Stuart Point
Cabbage Inlet Lane Landing Maintenance Project
Page 3
applicant states that dredging is necessary to provide access to the channel and Whiskey Creek for the
use of boaters. The resulting dredge material would be located on the adjacent highground. The
dredge material disposal site is irregular in shape and is approximately 10,000 square feet. The
proposed dredge material disposal site would be located 30 feet landward of Normal High Water and
existing Coastal Wetlands. The spoil disposal site would be surrounded by silt fence to prevent the run-
off, material would be dewatered, and utilized onsite. The applicant states this area is of sufficient size
to accommodate the proposed spoil. The applicant is also proposing improvements to the existing sand
and oyster shell boat launch. The proposed boat ramp improvements would include the placement of
preformed sections of concrete within the existing footprint of the existing sand and shell boat ramp.
The proposed new concrete ramp would measure15 feet in width and would have an overall length of
40 feet. The applicants drawing shows that the boat ramp will be located no more than 20 feet below
NHW.
11. ANTICIPATED IMPACTS:
Based on the submitted drawings and the scaled dimensions measured, the proposed excavation would
result in the removal of approximately 1,219 cubic yards of dredge material from the 475 feet long
historical channel. The applicant states that approximately 1,305 cubic yards of material would be
excavated from below NHW and spoil calculations were derived using an engineered computer program
based on the submitted hydrographic survey and cross section bottom contours. The proposed
dredging would result in the disturbance of approximately 11,875 square feet of open water. The
dredging activity would result in a temporary increase in turbidity. The improvements to the boat ramp
would result in a concrete ramp measuring 15 feet in width and would have an overall length of 40 feet.
The boat ramp would extend approximately 20 feet below NHW. The boat ramp would result in
approximately 300 square feet of concrete fill to be pushed into place below NHW. No grading of the
shoreline has been proposed in conjunction with the boat ramp. No wetland fill or excavation is
proposed.
Submitted by: H. Snider Date: 613109 Office: Wilmington
Cabbage Inlet Lane Landing Project
350 Cabbage Inlet Lane
Wilmington, New Hanover County, North Carolina
ECS Project 22-14427A
March 10, 2009
1.0 PROJECT NARRATIVE
1.1 Development History and Use:
The subject property is located at 350 Cabbage Inlet, adjacent to the Windchase subdivision, off
Masonboro Sound Road, in Wilmington, New Hanover County, North Carolina. The property is located
adjacent to Masonboro Sound/Atlantic Intracoastal Waterway (AIWW) and the mouth of Whiskey Creek,
also know as Purviance Creek, which is across from Masonboro Boat Yard (Figures 1 and 2). Existing
manmade structures on the property are a single-story garage, an active community boat landing and a
private dock that was constructed in the spring of 1997. The facility extends towards Whiskey Creek,
running adjacent to the existing landing and channel. The pier measures approximately 95 feet in length
by 6 feet in width that terminates into a "T-head" platform, measuring approximately 8 feet in length by
16 feet in width. An access ramp leads onto a floating dock, measuring approximately 36 feet in length
by 6 feet in width that runs parallel to the shoreline. A finger pier, measuring approximately 14 feet in
length by 3 feet in width extends from the western end of the floating dock, perpendicular to the
shoreline.
Existing highground vegetation on the property consists of lawn grass and Live Oak trees. Waterward of
the highground is an existing band of coastal wetlands approximately 10 feet in width that is located
along the shoreline of the property that consists primarily of smooth cordgrass (Spartina alterniflora)
(Sheet 1 of 2).
The subject property and the adjacent riparian property to the south located at 344 Cabbage Inlet Lane is
the location of the formal Uncle Henry's Oyster House Restaurant that reportedly operated from
approximately 1840 through 1990. The oyster house was destroyed by Hurricane Hazel in 1954 and soon
rebuilt. The landing location has been historically used by commercial fishermen that sold their landings
to the oyster house, which until the 1970s was an oyster shucking facility. Reportedly, the business grew
into bulk sale of oysters by the bushel to the public and also to patrons of the restaurant. The landing
provided access to a natural channel that runs south approximately 450 feet towards the main stem of
Whiskey Creek that provided access into Masonboro Sound/AIWW. The existing landing was also used
by the Kirkum family that owned these properties to access for recreational use within this timeframe.
Evidence of the origins of the landing still exists with the oyster cultch that was utilized for creating the
boat landing and construction of berms for shoreline stabilization for the landing and properties.
During the early 1970s Masonboro Boat Yard was constructed that required a substantial amount of
excavation for the basin and its associated access channel to the AIWW. Following the excavation was
the construction that included the water dependent structures such as floating docks and associated pilings
to accommodate the proposed slips. During the late 1980s and early 1990s, waterfront properties in this
area of North Carolina were in high demand. Development of the Windchase subdivision and associated
community marina occurred in 1988 and the sale of Uncle Henry's Oyster House property in 1991 that
followed (Figures 3-14). The old building was demolished and the construction of the existing single-
family house currently located on this property was built in 1994 that incorporated the old foundation of
the old building into the patio area of the new house. During the late 1990s this area of North Carolina
experienced major hurricane activity that included Hurricanes Bertha and Fran in 1996, Hurricane Bonnie
in 1998 and Hurricane Floyd in 1999. Since these major events over the last three decades the local
residents have experienced limited access to Masonboro Sound via Whiskey Creek through the use of the
landing and the historical natural channel. Property owners that have continued grandfathered rights to
the existing landing include 314, 340, 344 and 350 Cabbage Inlet Lane, and 314 Windchase Lane
(Figures 15-17).
R£"::C....EIviErD
3 _ UIN 0 3 2009
Cabbage Inlet Lane Landing Project
350 Cabbage Inlet Lane
Wilmington, New Hanover County, North Carolina
ECS Project 22-14427A
March 10, 2009
1.2 Water Classifications, Zoning, and Adjacent Uses:
Whiskey Creek in this location is classified as SA-HQW by the N.C. Environmental Management
Commission, indicates the state deems the project waters suitable quality for shellfishing for the purpose
of marketing or human consumption; however, this area of Whiskey Creek is closed to the harvesting of
shellfish by the N.C. Department of Environmental Health Shellfish Sanitation and Recreational Water
Quality Section. The project area is designated as a Primary Nursery (PNA) by the N.C. Marine Fisheries
Commission. The local zoning for the City of Wilmington classifies the project area as Residential.
1.3 Proposed Development_
The applicants of the aforementioned properties propose the opportunity of maintaining the historical use
of the natural channel that is located between the existing landing and the main stem of Whiskey Creek.
A hydrographic survey of this location conducted on December 3, 2008 depicts the existing water depth
based at mean low water (MLW) (Appendix A). Dimensions of the proposed maintenance excavation
would be approximately 470 feet in length by 25 feet in width with a final project depth of -3 feet at
MLW. Approximately 1,305 cubic yards (cy) of material will be removed mechanically and placed on a
designated highground area of approximately 9,200 sq. ft. located on the property. The excavated
material will be landward of the 30 foot setback requirement from normal high water (NHW) and existing
coastal wetlands with proper sedimentation and erosion control measures. Once the material is de-
watered, the material would be utilized on-site. The applicants also propose to maintain the existing
landing with the placement of pre-formed sections of concrete type material, measuring approximately 20
feet in length by 15 feet in width. The boatramp will be located no more than 20 feet below mean high
water (MHW) and within the footprint of the existing historical landing (Figures 18, 19 and 19A).
In October 2008 a meeting was held on-site at the request of the applicants with Mr. Rich Carpenter,
Wilmington District Manager with the North Carolina Division of Marine Fisheries (DMF), and Mr.
Mike Christenbury, Wilmington District Planner with the North Carolina Division of Coastal
Management (DCM). The meeting was timed at a typical low tide to demonstrate the existing conditions
and concerns of the local residents on the limited access to the creek. The meeting was also held to go
over the potential of maintenance of the landing and access channel, and potential concerns the interested
resource agencies may have on the project prior to submittal of a CAMA Major Development Permit
application. Further, the meeting was held to determine its consistency on the local Wilmington/New
Hanover County 2006 CAMA Land Use Plan, specifically Policy 3.2 under Section A: Natural
Resources, which addresses dredging activities in sensitive areas that includes PNAs. The historical
aerial photography and background of the site were reviewed and discussed. An on-site meeting was held
on January 28, 2009 at low tide with Ms. Holley Snider, Field Representative with the DCM to discuss
the project and the pre-application process.
2.0 CONCLUSIONS
Based on the historical and continual use of this natural channel and the boat landing, it is the opinion of
ECS that the site is eligible for the CAMA Major Development Permit for the maintenance excavation.
This will allow the applicants and the properties owners with the rights to the landing the ability to
continue its use to the local waterbodies and the resources they provide.
XM V4i, l L N4 51 "ti S3"ON, NC
JUN 0 S 2009
4
09-0665
®6M MP-1
APPLICATION for - :.
Major Development Permit r
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Cabbage Inlet Lane Landing Maintenance Project
Applicant 1: First Name MI Last Name
Stuart Point
Applicant 2: First Name MI Last Name
Cristine Point
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
300 Windchase Lane Wilmington N.C.
ZIP Country Phone No. FAX No.
28409 U.S.A. 910- - ext. -
Street Address (rf different from above) City State ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Ecs Carolinas, Up (Ecs)
Agent/ Contractor 1: First Name MI Last Name
Robb L. Mairs
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
7211 Ogden Business Park Suite 201 Wilmington N.C.
ZIP Phone No. 1 Phone No. 2
28411 910 - 686 - 911 4 ext. - - ext.
FAX No. Contractor #
910 686 9666
Street Address (if different from above) City State ZIP
Email
[e-mail]
<Form continues on back>
282-FMC8-2808 .. 1-886-4RCO,k-ST .. vvw. .ncea stalEsi actagement.net
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 350 Cabbage Inlet Lane
Subdivision Name City State Zip
N/A Wilmington N.C. 28409-
Phone No. Lot No.(s) (d 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
Cape Fear Whiskey 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 Masonboro Sound/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.)
Approximately 100 linear feet 0.5 acres
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
N/A, NWL (normal water level)
(if many lot sizes, please attach additional page with a list) approximately 6-12 feet ®NHW or ?NWL
e. Vegetation on tract
Maintained lawngrass, live oaks and coastal wetlands.
f. Man-made features and uses now on tract
Singe story garage, boat landing, private pier associated floating dock and mooring pilings.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Residential
h. How does local government zone the tract? I. Is the proposed project consistent with the applicable zoning?
Residential (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
I. 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 [DNA
National Register listed or eligible property?
<Form continues on next page>
252-EC13-ZE08 .. 1-ESC-4RCGKS1 .. vi°vfrvV.nr;CaEL Str_Ernr.nZ-GC-mcrrt.rNot
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: -
Municipal
o. Describe existing drinking water supply source.
Municipal
p. Describe existing storm water management or treatment systems.
None
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.
See Project Narrative
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.
See Project Narrative.
d. List all development activities you propose.
Maintenance excavation of existing natural channel, reconfiguration of existing pier and installation of boatramp. Please see
narrative.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 9,200 ®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.
N/A
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>
262.608-2ECIG &e8-4RCC kS1' .. v v ua..:incc st:atmr ecF rn nf.ref
Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Informatfon
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) - (0 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 Mr. and Mrs. Eric Goldfarb Phone No.
Address 334 Cabbage Inlet Lane, Wilmington, N.C. 28409
Name Windchase Home Owners Association Phone No.
Address 330 Windchase Lane, Wilmington, N.C. 28409
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.
h. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date -March 10, 2009 Print Name Robb L Mair Agent)
t
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 MP4 Structures Information
i-ttCB- SOf €-i t38- itiCC#A, t Vi"Avt ncc.Qasta1'n,&raeFern r,t.nPi
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 Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
Length 470 feet N/A NA 20 feet N/A N/A N/A
Width 25 feet' NA 15 feet NA N/A N/A
N/A
Avg. Existing -0.2 feet at N/A NA Approx. -0. NA NA N/A
Depth MLW feet' at MLW
Final Project -3.0 feet at N/A NA -3 feet at NA NA N/A
Depth MLW MLW
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. Shallow bottom sand
1,305 cubic yards
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), N/A
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:
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
On-site 0.5 acres
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
®Yes ?No ?NA ®Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
On-site
e. (i) 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 ®No ?NA
or other wetlands (WL)? If any boxes are checked, provide the
how much water area is affected?
(ii) If yes
number of square feet affected. ,
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of disposal in these areas:
N/A
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3. SHORELINE STABILIZATION ®This 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: 0'
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: 0
f. (i) Has there been shoreline erosion during preceding 12
months?
[]Yes ?No [DNA
(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 300 sa. ft.
(iii) Dimensions of fill area 300 sa. ft.
(iv) Purpose of fill
Pre-formed concrete type material for boatramp
maintenance
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 ONone
(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)?
Appropriate silt fencing 30 feet above normal high water and any Bucket to barge method and bobcat front end loader.
wetlands..
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.
March 107 2009
Stuart and Cristine Point
vale
Cabbage Inlet Lane Landing Maintenance Project
Project Name
Applicant Name
Applicant ature
S =Bt3 -?SC1 .. i-M-411MAST ?aEP rr.ncraGstaCrEE s:aa ent.Efe rev"isecf- 11- ? /7-?0 64
PEM APR 1-5 tobi

GAX0UN^0
ECS CAROLINAS, LLP
Geotechnical • Construction Materials • Environmental
7211 Ogden Business Park Suite 201
Wilmington, North Carolina 28411
Telephone [phone] Fax [phone]
To:
Ms. Holley Snider
N.C. DCM
Field Representative
We are sending you the following items via: Hand delivery
LETTER OF TRANSMITTAL
I Date: 4/15/09 Project No. 114427A I
Cabbage Inlet 'Landing CAMA Major Development
Permit Application
COPIES DATED DESCRIPTION
1 4/15/09 Cross Sections for Proposed Boatram
These are transmitted as checked below:
REMARKS
Please contact me with questions regarding this project. Thanks!
W
COPY TO- RIP 22-14427A SIGNED:/
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