20071033 Ver 1_CAMA Permit Application_20070613

~~~
~--- 2007.1 033
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
June 12, 2007 ~`~
~i~r~ ~ ~ ~ooi
MEMORANDUM: ~ENR-irrar~.r; ~; ;,:.~; ,
4~tE11AfdOBRNVt) ``s?~~'1M'-v.ATEf? BRANCH
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 Permit Application Review
Applicant: Edward J. Ricciardelli
Project Location: 1629 Sunrise Lane, adjacent to the AIWW & Myrtle Grove Sound, in New
Hanover County
Proposed Project: rebuild private docking facility
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by July 5, 2007. If you have any questions regarding the proposed project, contact Robb
Mairs at [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
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equai Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Edward J. Ricciardelli
2. LOCATION OF PROJECT SITE: 1629 Sunrise Lane, adjacent to the Atlantic Intracoastal Waterway
and Myrtle Grove Sound, in New Hanover County.
Photo Index - 2006: 21-7381, L,M-8 2000: 21-261, K,L- 8 1995: 21-243 J-M, 5
State Plane Coordinates - X: 2337939 Y: 129277 Rover file: 0-113014A
Latitude: 34°07'05.89756"N Longitude: 77°53'01.74281"W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 11/30/06
Was Applicant Present -Yes (agent)
5. PROCESSING PROCEDURE: Application Received - 5/17/07
Office -Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Wilmington/New Hanover County
Land Classification From LUP -Conservation /Resource Protection
(B) AEC(s) Involved: PT, CW, EW, OR
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing -Municipal sewer
Planned - N/A
(F) Type of Structures: Existing -Single family residence and remnant private pier
Planned -Rebuild destroyed docking facility
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
Tll?F~'Tl(;FTI FTT T FT1 (ITAFR
(A) Vegetated Wetlands -Shaded 1,240 sq. ft.
(B) Non-Vegetated Wetlands -Open water (Incorporated
521 s . ft.
(C) Other -High ground disturbance
(D) Total Area Disturbed: 1,761 sq. ft.
(E) Primary Nursery Area: Yes
(F) Water Classification: ORW Open: Yes
8. PROJECT SUMMARY: The applicant proposes to rebuild a private docking facility destroyed by a
Hurricane Floyd.

Edward J. Ricciardelli
Page Two
9. PROJECT DESCRIPTION:
The project site is located at 1629 Sunrise Lane, adjacent to Myrtle Grove Sound and the Atlantic
Intracoastal Waterway (AIWW), in New Hanover County. The 0.77 acre lot is 92 feet wide and
approximately 371 feet in depth from Myrtle Grove Sound. The applicant maintains asingle-family
residence. Upland vegetation along the shoreline consists of lawn grass, small oaks, and fronted with shrubs
including: Marsh-elder (Iva frutescens), and Grounsel-bush (Baccharis halimifolia). There is a marsh border,
approximately 500 feet wide, waterward of the shoreline of the property. Black Needle Rush (Juncus
roemarianus) dominates the high coastal marsh intermixed with Spike Grass (Distichlis spicata), Sea Oxeye
(Borrichia frutescens), and Salt Meadow Grass (Spartina patens) at the transition to highground. Smooth
Cordgrass (Spartina alterniflora) dominates the remaining 400 feet of marsh to an old shell berm, which has
formed along the perimeter of the cove. This berm's elevation is above mean high water (MHW) and
supports shrub vegetation, Marsh-elder (Iva frutescens), Grounsel-bush (Baccharis halimifolia), and Sea
Oxeye (Borrichia frutescens). South of the project site, the berm is of sufficient height and width to support
several large Live Oaks, Red Cedar, and Yaupon. There are breaks in the berm, both north and south of the
project, which allow tidal flow to the extensive marsh landward of the berm.
Properties in the project area lay within a cove of Myrtle Grove Sound, which complicate the determination
of riparian corridors. On March 6, 1998 a riparian survey was established for the applicant and his neighbor
for a CAMA Major Permit application at the time. The applicant received State Permit No. 114-98 on
August 25, 1998 for a private docking facility, which utilized the riparian survey (See Riparian Survey dated
3/12/98). The applicant's docking facility was built and then mostly destroyed during Hurricane Floyd in
1999. Presently, a remaining section extends from the shoreline approximately 300' over the marsh, which
stops short of the AIWW. An additional section of pier approximately 57' in length remains just waterward
of the marsh within the cove. The application states that the existing water depth at the projectarea is -0.5'
@ Mean Low Water (MLW).
The Wilmington-New Hanover County Land Use Plan classifies the area as Conservation. The waters of
the AIWW in the vicinity of the project site are classified as Outstanding Resource Waters (ORW) by
the NC Division of Water Quality. The area is designated as a Primary Nursery Area (PNA) by the NC
Division of Marine Fisheries, and is OPEN to the taking of shellfish.
PROPOSED PROJECT:
The applicant proposes to rebuild a private docking facility destroyed by Hurricane Floyd. The application
states that the existing 289' section would remain in place, however the applicant would like the option to
rebuild the remaining section if the need presents itself during the construction process. Anew 287' pier
would extend from the existing pier over the marsh towards the AIWW for a combined distance of 576'.
The 44' section of the pier over open water would turn southeast into the cove due to the established riparian
corridor. The pier would then terminate in a gazebo, 16' in length by 16' in width. An access ramp would
lead onto a floating dock, 16' in length by 6' in width, which would be installed waterward of the gazebo. A
boatlift, measuring 13' in length by 13' in width, would be installed on the northern side of the floating dock.
Based on the limited amount of water, the application states that the floating dock would be supported by the
system pilings at low tide to prevent the dock from touching the substrate. The total length of the structure
would be 619' in length and would accommodate up to two (2) vessels.

Edward J. Ricciardelli
Page Three
10. ANTICIPATED IMPACTS:
The proposed pier would incorporate approximately 521 square feet of estuarine waters and public trust
area. There would be some disturbance of the marsh and shallow bottom along the proposed pier
alignment during initial construction, and the proposed structure would shade approximately 1,240
square feet of coastal wetlands. However, provided there is adequate elevation of the walkway, no long-
term adverse impacts are anticipated. The proposed structures would extend approximately 87' into a
waterbody, which measures approximately 2,220 feet across. This proposed distance would conform to
the 1/4 width rule and would not encroach into the AIWW 80' requirements. Based on the riparian
survey, the structures would not encroach into the 15' Riparian Property Setback requirement.
Submitted by: Robb Mairs Date: 6/8/07 Office: Wilmington

EDGEWATER
MARINE CONSTRUCTION, LLC
April 19, 2007
Project Narrative
P.O. Box 15375
Wilmington, NC 28408
910-443-1106
T`he purpose of this application is to obtain a CAMA Major permit to rebuild a
single family residential pier with two slips for Edward J. Ricciardelli at 1629 Sunrise
Lane in New Hanover County, NC. The site is located in an adjacent bay, approxi-
mately 1200 ft. to the west of the AIWW. This pier was previously permitted under
CAMA Major Permit No. 114-98 and was partially destroyed during a hurricane.
The pier to be reconstructed will be 5 ft. x 576 ft. in length with a 16 ft. x 16 ft.
gazebo at the terminating end of the pier. From the Gazebo will be a 3 ft. wide ramp
leading to a 6 ft. x 16 ft. floating dock with a boat lift located to the North side of the
dock. At the present time, the first 289 ft. of pier still remain intact. The owner would
like to rebuild the pier starting at the point where the pier still remains. This would
mean that the total length of the newly constructed pier would be cut down to approx-
imately 287 ft. The owner would like to leave the option available to reconstruct the
entire pier of 5 ft. x 576 ft. if the need presents itself during construction.
We will be following standard pier and dock construction techniques. We ~~ill
be using CCA 2.5 treated round pier pilings that will be set to a min. 8 ft. penetration
using a water jet and pneumatic piling hammer. The framing, decking and handrail
will be done using ACQ .40 treated material, hand nailed using stainless steel ring-
shank nails and H.D. gale bolts. Crossbracing will consist of CCA 2.5 treated material
and H.D. gale bolts. The floating dock will be constructed using ACQ .40 treated
framing and decking, rotary molded floatation and anchored by four CCA 2.5 treated
system pilings. All framing will be done using stainless steel ringshank nails and H.D.
gale hardware and bolts. Due to the limited water depth of less than 2 ft. at low tide,
the floating dock will be constructed in a way in which the dock will be supported by
the system pilings at low tide to prevent the dock from resting on the hard bottom.
This pier conforms to a guidelines for pier construction. The owner only desires
2 slips and is keeping his allowable square footage to a total of 256 square ft. out of a
possible 368 sq. ft. The only reason for having to obtain a CAMA Major permit is due
to the piers' total length of 576 ft.
Commercial Quality • Residential Distinction

BCM MP-1
APPLICATION for
Maior Development Permit 0 7_, 0 3 3
(last nvlssd 1?J27/08)
North Carolina DIVISION OF COASTAL MANAGEMENT
i. Primary ApplicantlLandowner Information
Business Name Project Name Qf applicable)
Ricciardelli Pier Project
Applicant 1: First Name
Edward MI
J Last Name
Ricciardelli
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
1717 Shipyard Blvd. PO Box City
Wilmington State
NC
ZIP
28403 Country
New Hanover Phone No.
910 - 612 - 2730 ext. FAX No.
- -
Street Address (if different from above) City State ZIP
Email
2. Agent/Contractor Information
Business Name
Edgewater Marine Construction, LLC
Agent/ Contractor 1: First Name MI Last Name
Sean Ricketts
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
15375 Wilmington NC
ZIP Phone No. 1 Phone No. 2
28408 910 -443 - 1106 ext. - - ext.
FAX No. Contractor #
910 799-3402
Street Address (if different from above) City State ZIP
Email
_
[e-mail] - _ -- ~===f '.' ~==-~
<Form continues on bacl~ ~ _ " ~ -

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 1629 Sunrise Lane
Subdivision Name City State Zip
Wilmington NC 28409 -
Phone No. Lot No. (s) (if many, attach additional page with list)
910 - s12 - 2730 ext. ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Cape Fear River Basin Myrtle Grove Sound
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
QNatural ^Manmade ^Unknown AIWW
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
^Yes ~o work falls within.
New Hanover County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
92 ft. 34099.82 sq. ft.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
92.01 x 370.61 NW L (normal water level
(If many lot sizes, please attach additional page with a list) 15 ft. ®(~1HW or ^ NW L
e. Vegetation on tract
trees; pines, oaks (live and pin), wax myrtles and coastal marsh
f. Man-made features and uses now on tract
single family private residence
g. Identify and describe the existing land uses adjacent to the proposed project site.
single family private residence
h. Haw 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 j~No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ^Yes ~No ^NA
If yes, by whom?
I. 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? 'B(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.
Septic
o. Describe existing drinking water supply source.
Well
p. Describe existing storm water management or treatment systems.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ^Commercial ^Public/Government
PrivatePrivate/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Construction of private pier with deck/gazebo, floating dock and boat lift. The intended use of this pier will be private to accomidate no more
than two boats.
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.
Typical pier, gazebo and floating dock construction, using CCA 2.5 treated pilings and ACQ .40 treated framing and decking. The pilings
will be installed using a combination of water jetting and pneumatic piling hammer.
d. List all development activities you propose.
5 ft. x 576 ft. fixed pier, 16 ft. x 16 ft. deck w/gazebo, 3 ft. x 16 ft. floating dock access ramp, 6 ft. x 16 ft. floating dock
- floating dock to be supported by system pilings at low tide to prevent it from resting on bottom at low tide
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? ~ Sq. Ft or^4cres
3232 sq. ft.
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.
surtace runoff
wash down
residential discharge
i. Will wastewater or stormwater be discharged into a wetland? ^Yes o ^NA
If yes, will this discharged water be of the same salinity as the receiving water? ^Yes ^No ~lA
j. Is there any mitigation proposed? ^Yes ~No ^NA _ v __ .-
If yes, attach a mitigation proposal. -- -
<Form continues on baclo ~ - -

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additiona/Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the applicaton
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 Sharon Medlin Phone No. 910 7841150
Address 210 Williams Rd. Wilmington, NC 28409
Name Ed Mayorga Phone No. 910 392-4978
Address 1644 Sunrise 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.
CAMA Major Permit No. 11498
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 bes of y knowledge.
Date r~~~" Print Name _Edward J. Ricciardelli
Signature `~` fir-
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-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 FAClL/TY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
^Commercial ^Pubtic/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 576 ft.
(iv) Width 5 ft.
(v) Floating ^Yes ~(No
e. (i) Are Platforms included? Yes ^No
If yes:
(ii) Number 1
(iii) Length 16 ft.
(iv) Width 16 ft.
(v) Floating ^Yes ~No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
2
(ii) Number of slips existing
0

i. Check the proposed type of siting:
^ Land cut and access channel
^Open water; dredging for basin and/or channel
Open water; no dredging required
^Other; please describe:
k. Typical boat length: 16 ft. - 30 ft.
m. (i) Will the facility have tie pilings?
^Yes ~No
(ii) If yes number of tie pilings?
0
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 ^No
If yes:
(ii) Number 1
(iii) Length 13 ft.
(iv) Width 13 ft.
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).
open run-about/ center console
standard size of less ~an 30 ft. due to limited depth at low
tide.
I. (i) Will the facilit be open to the general public?' - -~ - -.
^Yes ~No ~ -- _. __ . ~~ _
---
. ~,~-

a
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 marinaldocking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (V11L)? If any boxes are checked, provide the number of square feet affected.
~CW 2660 s~/ft ^SAV ~SB 574 soft
^WL ^None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ^Yes ~No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts)(This section not applicable
a. (i) Is the boathouse structure(s):
^Commercial ^Public/Government ^Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROlN (e.g., wood, sheetpite, etc. !f a rock groin, use MP-2, Excavation and Fitt) (This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpite, etc.) This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS This section not applicable
a. Is the structure(s):
^Commercial ^Public/Government ^Private/Community
b. Number
c Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
d. Description of buoy (color, inscription, size, anchor, etc.)

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? ,-- - l =._ -
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~. - -
^:

7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
20 ft. + 35 ft. (future possibility)
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
2.200 ft.
d. Water depth at waterward end of structure at NLW or NWL
- .50 ft. MLW
e. (i) Will navigational aids be required as a result of the project?
^Yes ~No ^NA
(ii) If yes, explain what type and how they will be implemented.
8. OTHER ^This section not applicable
a. Give complete description:
Floating f)nrk C;harartaristirx rnntinuarf from n(~M MP-4
Number of Floating Docks: 1
Len th of Floating Docks: 16 ft.
~V id~~ oating ocks: 6 ft.
Because this dock sits in less than 2 ft. of water at MLW. It will be constructed in a way that the system pilings
will support the dock at low tide keeoing it from resting on the bottom.
'this dock is located more than 1200 ft. from the AIWW 80 ft. setback in a bay, adjacent to the west of the AIWW
see aerial photo
5-9-07
Date
Ricciardelli Pier Project
Project Name
Edward J. Ricciardelli ~1
applicant Name ~
Applicant Signature

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Aerial View
Ricciardelli Pier Project
1629 Sunrise Lane
Wilmington, NC 28409
4-19-07
--
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Proporty oF: Edeprd J. Rice iardelli
address: 1629 Sunrise Lone
wi lm~nycon, niC 28409
state: 1 tn. = 08 f=.
Plan View Drawing
Ricclardelli Pier = c;ect
?629 Sunrise Lnne
Idtlmington. NC 26~~'~
4-19-07
Drnwtng 1 of 3
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