20100930 Ver 1_CAMA Application_20101102

Beverly Eaves Perdue
Governor
AG LP21 20100930
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
James H. Gregson Dee Freeman
Director Secretary
November 1, 2010 FgRt V4?
MEMORANDUM: A10V
TO: Cyndi Karoly, Supervisor ??r of ZO;p
401 Division eof Water Quality-Surface Water Protection o$?? 0"? ,r-R
R4NCy
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: Capra, Lark (c/o: E. F. Cornette)
Project Location: 318 Friendly Lane, adjacent to Myrtle Grove Sound & the AIWW,
Wilmington, NC, New Hanover Co.
Proposed Project: Applicant proposes to construct a single-family residence, septic
system, water supply well with associated §404 Wetlands impact,
and an elevated access pier
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by November 24, 2010. If you have any questions regarding the
proposed project contact Robb Mairs [phone], when appropriate, in-depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended
changes are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
SIGNED DATE
400 Commerce Ave.. Morehead City, NC 28557--3421
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement, net
An Equal Opportunity i Affirmative Action Employer
NorthCarolina
Naturally
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Ms. Lark Capra
2. LOCATION OF PROJECT SITE: 318 Friendly Lane, adjacent to Myrtle Grove Sound, New Hanover
County.
Photo Index - 2006: 21-7385, 21, Q-R 2000: 21-265, 21, R-S 1995: 21-247 9, P-Q
State Plane Coordinates - X: 2344607 Y: 147036
Latitude: 34°08'54.79897"N Longitude: 77051'40.10015"W
3. INVESTIGATION TYPE: CAMA & D & F ROVER FILE # - 0-052110A
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 05/21/10 and 10/11/10
Was Applicant Present - Yes, No
5. PROCESSING PROCEDURE: Application Received - completed 10/29/10
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Hanover County
Land Classification From LUP - Resource Protection
(B) AEC(s) Involved: PT, EW, CW, OR
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - None
Planned - On-site septic system
(F) Type of Structures: Existing - Vacant lot
Planned - New residential dwelling, on-site septic system, water supply
well, and an elevated access pier
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7
HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (§ 404 wetlands 360 sq. ft. 1,068 sq. ft.
and coastal wetlands) (§ 404) (shading)
(B) Non-Vegetated Wetlands 64 sq. ft.
(Open water
(C) Other (High Ground) 1,411.34 sq. ft.
(D) Total Area Disturbed: 2,903.34 sq. ft. (0.66 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA,ORW Open: No
8. PROJECT SUMMARY: The applicant proposes to construct a single-family residence, septic system,
water supply well with associated § 404 Wetlands impact and an elevated access pier.
Ms. Lark Capra, Page 2
9. PROJECT DESCRIPTION:
The project site is located at 318 Friendly Lane, adjacent to Myrtle Grove Sound, in New Hanover County.
To locate the property traveling south on College Road, take a left onto Mohican Trail and travel
approximately 1.3 miles. Turn right onto Masonboro Loop Road and take the immediate left onto Friendly
Lane. Travel east for approximately 0.4 miles and until you reach an 8' gravel driveway easement to 302,
314 and 318 Friendly Lane. Continue down the gravel driveway until it terminates at the property of interest.
According to the application, a 5' access easement continues along the northern portion of the property that
provides access to Myrtle Grove Sound for the property owners. The property is currently undeveloped and
elevation on the tract range approximately 4'-9' above normal high water (NHW) on the west side of the
property and slopes to meet an area of coastal wetlands on east side of the property, with 36 linear feet of
water frontage. Developed properties border the site to the north, south, and west. An access channel is
located waterward of the property and the adjacent properties along Friendly Lane and Friendly Shores
Road, which connects to Myrtle Grove Sound/Atlantic Intracoastal Waterway (AIWW).
Vegetation on the high ground portion of the tract includes live oak (Quercus virginiana), black willow (Salix
nigra) and maintained grasses. According to the application, there is an area of jurisdictional § 404
wetlands located on the eastern portion of the property, for which a jurisdictional determination (JD) was
provided by the US Army Corps of Engineers (USACE) Action ID SAW-2009-02038. There is a border of
coastal wetlands and § 404 type vegetation that is waterward of the shoreline of the property, consisting
primarily of salt meadow grass (Spartina patens) marsh-elder (Iva frutescens) and sea oxeye (Borrichia
frutescens). The vegetation transitions to an area of low marsh consisting primarily of smooth cordgrass
(Spartina alterniflora) in an area of approximately 175' in width, which borders the access channel adjacent
to the property.
The City of Wilmington and New Hanover County Land Use Plan classifies the adjacent waters as
Conservation, and the adjacent high ground portion of the project area as Resource Protection. In the
project area, the waters of Myrtle Grove Sound are classified as SA,ORW by the NC Division of Water
Quality, and they are CLOSED to the harvest of shellfish. These waters are designated as a Primary
Nursery Area (PNA), by the Division of Marine Fisheries.
PROPOSED PROJECT:
The applicant proposes to construct a single-family residence, septic system, water supply well with
associated § 404 Wetlands impact and an elevated access pier. High ground development on the tract
includes the construction of a single-family residence with a footprint of -80' in length by 16' in width with
associated covered and uncovered porches and driveway made with 12' pervious concrete strips.
Wastewater would be treated from an on-site septic system that would be installed on the western portion of
the property, closest to Friendly Lane. The septic system was authorized by New Hanover County Health
Department file #14426: 318 Friendly Lane. The applicant proposes to install a potable water supply well
with well head protection on the eastern portion of the site, which would incorporate an area of 360 sq. ft. of
jurisdictional Section 404 wetlands. Dimensions for the area of fill would be 30' in length by 12' in width to a
final project height of approximately 2'. The applicant received a variance through the NC Division of Water
Quality (NCDWQ) #14426. According to the agent, the applicant attempted to connect to the Wilmington
(New Hanover County) public water system; however, the applicant could not obtain access to through the
adjacent property owners for connection. All proposed upland development is located within the 575' Area
of Environmental Concern (AEC). All proposed upland development would be located landward of the
Coastal Shoreline 30' Buffer. According to the application package, approximately 1,411 sq. ft. (12%) of
impervious surface would cover the property. The applicant is currently in the process of obtaining a State
Stormwater Permit from the NCDWQ (SWG 010004).
In addition to the upland development, the applicant proposes to construct a private access pier along the
eastern shoreline. Beginning from a point of the §404 wetlands, the applicant proposes to construct a 4'x
282' access pier that extends towards Myrtle Grove Sound. The access pierwould run on the southern side
of the existing man-made channel and elevated over existing marsh, which would extend 16'beyound the
waterward edge of marsh.
Ms. Lark Capra, Page 3
The application states that existing water depth in the vicinity of the proposed access pier range from -0.2 to
-0.4 below normal low water (NLW). The application states that the access pier would provide access for
self propelled vessels such as kayaks and canoes. As proposed, the docking facility would be located
outside of the near shore channel edge, within Y4 of the width of the waterbody and within the applicant's
area of riparian access. According to the site plans, the width of adjacent waterbody (in the immediate
vicinity of proposed structures) measures 64' from the outer edge of marsh to the opposing outer edge of
marsh.
10. ANTICIPATED IMPACTS:
The proposed upland development activities would result in the disturbance of approximately 1,411.34 sq.
ft. of high ground. The proposed water supply well would result in impacting approximately 360 sq. ft. of
jurisdictional Section 404 Wetlands for the associated fill. The proposed access pier would shade
approximately 1,068 sq ft of coastal wetlands and § 404 wetlands and incorporate approximately 64 sq. ft. of
public trust waters. The proposed docking structure will extend 16 ft into a waterbody whose width is
approximately 64 ft and should not extend beyond % of the width of the waterbody, nor should it extend
beyond the near shore channel edge. Minor increases in turbidity should be expected during construction;
however, no long term impacts are anticipated.
Submitted by: Robb L. Mairs Date: 10/29/10 Office: Wilmington
pplied KeSOUrce Management, F.C.
September 9, 2010
NCDENR, CAMA Section
Wilmington Regional office
Attn: Mr. Robb Mairs
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RE: Project Narrative
Lark Capra Property
318 Friendly Lane
Wilmington, New Hanover County, North Carolina
ARM Project No. 07096
Dear Mr. Mairs:
At the request of Ms. Lark Capra Applied Resources Management, P.C. is providing you
with a project narrative for the above referenced site.
The project is located at 318 Friendly Lane in the Masonboro Township of Wilmington, in
New Hanover County. The property is an approximately 0.25 acres and is an undeveloped
residential lot with an unpaved access easement. The property is bounded to the north,
west, and the south residences and to the east by a dredged channel that is adjacent to
marsh that abuts the Atlantic Intra Coastal Waterway (AICWW). The AICWW in this area
is currently designated by the North Carolina Department of Environment and Natural
Resources (NCDENR) Division of Water Quality (DWQ) as Class SA: High Quality Waters
(HQW). Refer to Figures 1.
The purpose of this application is to obtain a 404 wetland fill permit from the US Army Corp
of Engineers (USACOE) for the installation of 360 square feet of fill material for the
installation of a potable water supply well with well head protection. However, due to the
fact that the property is in an area under the jurisdiction of the Coastal Area Management
Act (CAMA), a CAMA Major permit is required. Approximately 12% of the property will be
disturbed for the construction of the house and driveway access. A Storm Water Permit
application with NCDENR is in process. Enclosed are the NCDENR DCM MP-1, MP-2,
MP-3, MP-4, USACE Jurisdictional Determination, propertydeeds, and agent authorization
in the application package.
F.O. Box 882
Hampstead, NC 284-45
910.270.2919
FAX [phone]
September 9, 2010
The total wetland area impacts will be 360 square feet (0.0083 acres) for the access of the
drilling rig and well head protection due to the proximity of surface water. The area
proposed will be approximately 12' wide and 30' long, with a depth varying from zero to
approximately two feet deep. The depth will be consistent with the current upland edge of
the 404 wetland line. The sides will be stabilized to prevent expansion of the fill into the
adjacent 404 wetlands. This will de done during filling with silt fencing, and either stabilized
upon completion of the well head with seed/sod as necessary. If it is determined that the
slopes of the fill area are too steep to allow for natural stabilization, a bulk head wall will
be constructed. No mitigation is recommended at this time. Refer to Figure 2 for project
details.
The proposed project consists of a single-family residence with covered and uncovered
decking. Proposed driveway will consist of two a track type pervious pavement. Parking
will occur over the proposed driveway. Also at this time, we are also applying for the
overland walk to and over marsh and pier installation. The pier location can be seen on
Figure 2. The pier will be on pilings with open decking. An on-site septic system has been
permitted by the New Hanover County Health Department and a well permit variance
(NCDENR) for the installation of the potable water supply well, and copies are enclosed
for your review.
The property owner originally planned to connect to the Wilmington (New Hanover County)
public water system. Ms. Capra was instructed that the water tap was located adjacent to
320 Friendly Shores Lane. She asked the current property owners if the water line could
be extended over their property and she was told that it was not an option. An additional
request was made to the property owner to the west, and she has not allowed Ms. Capra
waterline access through the existing access easement. Therefore we are in the process
of making this application. Correspondence copies are enclosed for your review.
The riparian property owners were supplied a copy of this application package and a copy
of the receipt is enclosed, and return receipt copies will be forwarded to your office upon
our receipt. A copy of the riparian survey along with a boundary survey are provided for
your review.
If you have any questions or require any additional information, please feel free to contact
us at [phone].
Sincerely,
Ellen F. Corvette, R.E.H.S.
Project Geologist
cc: Ms. Lark Capra, w/enclosures
2
July 6, 2010
NCDENR and USACE
New Hanover County, Wilmington, NC
RE: Agent Authorization Letter
CAMA Major Permit
318 Friendly Lane
New Hanover County, Wilmington NC
To Whom It May Concern,
I, Ms. Lark Capra has authorized Applied Resource Management, PC, and Ellen
Corvette to act as the agent for the permitting for the above referenced site.
If you have any questions please do not hesitate to contact me at [phone] or
Ellen Cornette at [phone].
Sincerely,
Lark Capra
Property Owner
DCM MP-1
APPLICATION for ?4ys?o`
Major Development Permit
(last revised 12127106) 61
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
318 Friendly Lane
Applicant 1: First Name
Lark MI Last Name
Capra
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
7501 Jonquil Court PO Box City
Wilmington State
NC
ZIP
28409 Country
New Hanover Phone No.
910 - 465 - 2233 ext. FAX No.
- -
Street Address (if different from above) City State ZIP
Email
2. AgentlContractor Information
Business Name
Applied Resource Management, Pc
Agent/ Contractor 1: First Name MI Last Name
Ellen Corvette
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
882 Hampstead NC
ZIP Phone No. 1 Phone No. 2
28443 910 - 270 - 291 9 ext. 910 - 617 -1497 ext.
FAX No. Contractor #
910 270 2919
Street Address (if different from above) City State ZIP
257 Transfer Station Road Hampstead NC 28443-
Email
[e-mail]
<Form continues on back>
Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
New Hanover 318 Friendly Lane
Subdivision Name City State Zip
NA Wilmington NC 28409-
Phone No. Lot No. (s) (if many, attach additional page with list)
- - ext. , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Cape Fear Atlantic Intra Coastal Water Way
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 Atlantic Intra Coastal Water Way
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.
Masonboro Township, New Hanover County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
36.40' 11,152 sq. ft.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
0.25 acres, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 3.5--9' ®NHW or ?NWL
e. Vegetation on tract
The site is vegitated with trees, shrubs, and grass.
f. Man-made features and uses now on tract
None
g. Identify and describe the existing land uses adiacent to the proposed project site.
Properties within the immediate vicinity are residential structures consistent with the proposed use of the site.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
R-15 (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes ®No ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes ®No ?NA
National Register listed or eligible property?
<Form continues on next page>
Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ?No
(ii) Are there coastal wetlands on the site? ®Yes ?No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
The site is has a permit issued by the New Hanover County Health Department for an on-site septic system.
o. Describe existing drinking water supply source.
The site will be provided drinkning water by potable water supply well to be drilled in the impact area based on NCDENR,
Division Water Quality Variance issued October 12, 2009.
p. Describe existing storm water management or treatment systems.
Stormwater will be handles by collection of rainwater off of the structure with gutters not directed to the nearest water body
(AICWW). Drive way will be paved with pervious concrete in to reduce the impervious area on the site. Due to the fact the
site is adjacent to SA waters the 12% impervious surfacce requirements are applicable.
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.
The purpose of this application is to install a potable drinkning water well. The site has access to public water; however,
access was denined to the property owner of 318 Friendly Lane. Residence, potable water supply well, septic system,
overland decking and pier to access AICWW.
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.
The site will be serviced by, but not limited to, excavation, clearing and construction equipment (excavator, backhoe, grading
equipment, foundation excavator, piling driver, concrete truck, dump truck, box blade, bush hog, well drilling rig). Cars and
trucks. Equipment will be stores in a manner to not disturbe the wetlands or in the vicinity of the septic system.
d. List all development activities you propose.
Residential structure, driveway, potable drinkning water well, dock and pier, and septic system.
e. Are the proposed activities maintenance of an existing project, new work, or both? New work
f. What is the approximate total disturbed land area resulting from the proposed project? 360 ®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.
The area to be disturbed in a strip from the edge of the 404 wetlands to extend waterward up to 30 (by 12') feet to the east
southeast. The area will have to be filled with material to accommodate the installation of the potable water supply well. The
area will be approximately 360 square feet to allow for the access and weigh of the drilling rig, area for well head protection
and mainteneance and or repair in the future.
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 DCM MP-1 (Page 4 of 4)
<Form continues on back>
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) - (t) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
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 Robert LaHue and Mary Rudyk Phone No. 910-791-5047
Address 320 Friendly Shores Drive, Wilmington, NC 28409
Name MA Daiping Phone No. unknown
Address 368 Friendly Lane, Wilmington, NC 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.
USACE JD Action ID: SAW-2009-02038
NCDENR DWQ Varience: 14426 NHCHD Well and Septic Permit: 14426
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. Certfcation 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 _10/7/10 Print Name Ellen Cornette_m
Signature 4
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet
Access Other
Channel
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
NWL) stabilization)

Length 30'
Width 12'
Avg. Existing
Depth NA NA 1'-2'
Final Project

Depth NA NA 0'-2'
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.
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
d. High-ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
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?
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ?None
(ii) Describe the purpose of disposal in these areas:
f. (i) Does the disposal include any area in the water?
?Yes ?No ?NA
(ii) If yes, how much water area is affected?

3. SHORELINE STABILIZATION ®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:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfilI Riprap
Breakwater/Sill Other
i. Source of fill material.
D. Lengrn:
Width:
d. Maximum distance waterward of NHW or NWL:
f. (i) Has there been shoreline erosion during preceding 12
months?
[]Yes ?No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL ACTIVITIES ?This section not applicable
(Excluding Shoreline Stabilization)
A fit Will fill material be brought to the site? MYes ?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 0
(iii) Dimensions of fill area 12'x 30'
(iv) Purpose of fill
Fill material will be placed on site to allow for the installation
of a potable water supplyu well.
submerged aquatic vegetation (sAv), sneu Dorrom tars/, or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
®WL 404 []None
(ii) Describe the purpose of the fill in these areas:
The fill material will be placed on the site for the installation of a
potable water supply well.
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
The fill material will be brought to the site via truck and be placed
on the site until used. The fill material will be stabilized using
silt fencing and the filled area will be grassed and seeded to
prevent erosion once cimpleted.
c. (i) Will navigational aids be required as a result of the project?
[]Yes ?No ONA
(ii) If yes, explain what type and how they will be implemented.
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Backhoe or its equivalent
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ENo ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
9/7/10 101-7110 ProjectName S101 F 0CC-'`J`.J flit"`",
Date
318 Friendly Lane Ellen Comette for Lark Capra t44-44
Applicant Name
Form MP-2 (Excavation and Fill, Page of
Applicant Signature
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 I
a. Type and number of buildings, facilities, units or structures
proposed.
One residential dwelling, driveway, pump house over
potable water supply well, decking, septic system
c. Density (give the number of residential units and the units per
acre).
1 house on 0.25 acres
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
?Yes ?No ®NA
(ii) If yes, list the date submitted:
b. Number of lots or parcels.
Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
1338.24 square feet, includes impact and house footprint
List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Pervoius concrete runners (2 runners at 12" width for
approximately 150 linear') for drive way.
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.
100% of the lot is in the 575' ACE, 0% in the 75' or 30'
ACE. 12%-1411.34 sq. ft.-dwelling including covered
and uncoverd porches, 0.083% for septic system, 0% -
(0 sq. ft.)-parking and driveway to be constructed on
pervious concre
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.
12%-1411.34 sq. ft.-dwelling including covered and
uncoverd porches, 0.083% for septic system, 0% - (0
sq. ft.)-parking and driveway to be constructed on
pervious concrete
j. Describe proposed method of sewage disposal.
Site is permitted by the New Hanover County Health
Department with and on-site waste water permit
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: _9/7/10
k. Have the facilities described in Item (i) received state or local
approval?
?Yes ®No ?NA
If yes, attach appropriate documentation.
1. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater
state (e.g., surface runoff, sanitary wastewater, industrial/ design?
"P1-W _ laic-
commercial effluent, 'Wash down" and residential discharges).
No surface discharges are proposed. Fill material wil
be places in 404 Wetlands for the installation of the
potable water supply well.
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
This permit application is to allow for the installation of a
potable water supply well.
o. When was the lot(s) platted and recorded?
Prior to May 1, 1963. No records on file at NHC GIS,
Deed references a date of June 14, 1946.
?Yes ?No [DNA
If yes, attach appropriate documentation.
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 [DNA
10/7/10
Date
318 Friendly Lane
Project Name
Ellen Comette for Lark Capra
Ap ' nt Name 00 1
Applicant Signature
Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
[]Commercial ?Public/Government ®Private/Community
[]This section not applicable
b. (i) Will the facility be open to the general public?
[]Yes ®No
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 16' from marsh edge at channel (179 feet to
MHW line over marsh grass and 87' over 404 wetlands =
Total length from 404 wetland line = up to 282' in length).
(iv) Width 4'
(v) Floating []Yes ONo
e. (i) Are Platforms included? []Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating []Yes ?No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
1
(ii) Number of slips existing
0
i. Check the proposed type of siting:
[I Land cut and access channel
[]Open water; dredging for basin and/or channel
®Open water; no dredging required
[]Other; please describe:
k. Typical boat length: 10-25'
d. (i) Are Finger Piers included? []Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating []Yes []No
f. (i) Are Boatlifts included? []Yes ONo
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
? Full service, including travel lift and/or rail, repair or
maintenance service
? Dockage, fuel, and marine supplies
[] Dockage ("wet slips") only, number of slips:
? Dry storage; number of boats:
? Boat ramp(s); number of boat ramps:
? Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
canoe,kayaks
1. (i) Will the facility be open to the general public?
1 a.h`ml ,. - - i
m. (i) Will the facility have tie pilings? ?Yes ®No
?Yes ®No
(ii) If yes number of tie pilings?
2. DOCKING FACILITYAWARINA OPERATIONS 0This 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?
Forrn .D%CPTV1 NIP-4 s: a Paz .o
1. 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 ?No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes ?No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
?CW ?SAV ?SB
?WL ?None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes ?No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
13. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
?Commercial ?Public(Government ?Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This secSon not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length
b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
& MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
?Commercial ?PubliclGovernment ?Private/Community
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present
b- Number
d. Description of buoy (color, inscription, size, anchor, etc.)
Fn. r - ( trta tus es, Page 4 of 4)
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
15' >15'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
64
d. Water depth at waterward end of structure at NLW or NWL
approximately -0.2
e. (i) Will navigational aids be required as a result of the project?
?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented.
8. OTHER 0This section not applicable
a. Give complete description:
9/7110
Date
318 Friendly Lane
Project Name
Ellen Comette for Lark Capra
Applicant Name
scant Signature

i .
N
Adapted from USGS "Wrightsville Beach, NU Topographic Quadrangle (1970).
Contour Interval = 5 Feet
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TITLE: ;FIGURE:
Site Vicinity Map j
pplied Keeouroe Management FC
P. o. Box 882, Hampstead, NC 28443 JOB: SCALE: IDATE: ;DRAWN BY:
[phone] FAX [phone] "-2,000' 09/07/10 EFC
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1/10/09
DIT HOUSE DIMENSION 01/06/10
DDED TREE LOCATIONS 01/29/10
FLOOD ZONE _
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LEGEND I
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IN - CONCRETE MONUMENT FRIENDLY SHORES
O - COMPUTED POINT MB.i25, PG. 83
® - WATER WELL
\
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X - SPOT ELEVATIONS
0 - PROPOSED WELL
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TOTAL AREA 24" OAK TREE
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DB. 1243, PG. 1384
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318 FRIENDLY LANE
JONATHAN F. MURPHY, PROFESSIONAL LAND SURVEYOR
-4382 CERTIFY THAT THIS MAP WAS DRAWN FROM AN
;TUAL FIELD SURVEY PERFORMED UNDER MY DIRECTION
JD SUPERVISION. THE ERROR OF CLOSURE CALCULATED
( LATITUDES AND DEPARTURES IS 1/ 10,000+.
IE MISCLOSURE IS DISTRIBUTED BY THE CRANDALL
=TROD AND THE AREA, IF SHOWN, IS CALCULATED BY
ECTRONIC COMPUTER USING DPD METHODS. THIS
4P IS PREPARED IN ACCORDANCE WITH GS 47-30 AS
AENDED. WITNESS MY HAND AND SEAL THIS THE 9
kY OF FEBRUARY, 2010.
HISVPARGIEL OF LAND/ULS WITHIN FLOOD
'ONE "VE" & "AE"WHIG IS A SPECIAL FLOOD
IAZARD AREA AS PER F.I.R.M. PANEL
(UMBER: 370168 3144 J
'FFECTIVE DATE: APRIL 3. 2007
BOUNDARY SURVEY & SITE PLAN
FOR LARK CAPRA
0.25 ACRE TRACT ON FRIENDLY LANE
MASONBORO TWSP., NEW HANOVER COUNTY, NC
SEPTEMBER 24, 2009; SCALE: 1"=40'
40 0 20 40 90
BAR GRAPH 1 inch = 40 ft. PROJECT NUMBER: 7506
i
U rphy GEQMATICS
/t
_2 Professional Land Surveying
3600 S. COLLEGE RD. [phone]
SUITE E. J302 FAX [phone]
WILMINGTON. NC 28412
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