20040358 Ver 1_COMPLETE FILE_20040224

MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Cedar Point S/D County Pender
Project Number 04 0358 County2
Recvd From DCM Region Wilmington
Received Date 2/24/04 Recvd By Region
Project Type 18 lot s/d with maintenance dredging
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland -Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
Cn?T,1 ?'csct?tcd O ti ON 13-87-10 SA HQW 30,624. 0.13F-
-N,,,, Ve , O 1 d ", ???r? 3(1_( _24 . 0. F- Fti
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? OQ Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y * N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
cc: Regional Office
Central Office Page Number 1
______
Permit Class Permit Number
NEW (Express Permit Program)
68-04
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources t
I and VVET c
Coastal Resources Commission
i.
MAY) X
Perm it
for K
SECTION
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
t
X Excavation and/or filling pursuant to NCGS 113-229
Issued to S & W Investments do Lawrence Ward for Cedar Point Subdivision, 4616 Gomar Lane, Fu ua -Varina, NC 27526
r
Authorizing development in Pender County at adi. to Banks Channel and South Shore Drive in Surf Cites
as requested in the permittee's application dated 9/10/03, including the attached workplan draw= (9) sbeets 1 3
or 9, dated U29/204, and sheets 4-9
This permit, issued on May 17,
with the permit), all applicable regula
be subject to fines, imprisonment or c
1.) This permit authorizes or
of the Cedar Point Subdi
expressly and specificall,
?004 , is st
ions, special conditions a
vil action; or may cause t
se
eject to compliance with the ap
id notes set forth below. Any v
to permit to be null and void.
velopment
;e dated 2/13/2004.
plication (where consistent
iolation of these terms may
s well as the construction of the driveways and access road that are
-th in the permit application and depicted on the attached work-plat
drawings. Any additional land disturbing activities and/or construction shall be evaluated on a case-
by-case basis by a representative of the Division of Coastal Management (DCM) to determine
additional permit requirements. Contact a representative of the Division at [phone] prior to
the commencement of any such activity for this determination.
(See attached sheets for Additional Conditions) J` = x
x
i•
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing Signed by the authority of the Secretary of DENR and the
date. An appeal requires resolution prior to work initiation or Chairman of the Coastal Resources Co ission.
? continuance as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance. Charles S. Jones, Director
Any maintenance work or project modification not covered Division of Coastal Management
hereunder requires further Division approval.
This permit and its conditions are hereby accepted.
All work must cease when the permit expires on
i
December 31, 2007
In issuing this permit, the State of North Carolina agrees Signature of Permittee
that your project is consistent with the North Carolina Coastal
j Management Program.
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S & W Investments

Permit 968-,04
Page 2 of 8

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ADDITIONAL CONDITIONS A
Excavation
1 „ t
2) This permit only authorizes mechanical (bucket to bare e excavation. ti
barge type) on.
3) Excavation will not exceed -5 feet below mean low water (MLW) in the canal and/or entrance channel.
In no case shall the depth of excavation exceed the depth of connecting waters.
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4) No vegetated wetlands will be excavated or filled.
5) The temporary placement or double handling of fill materials within waters or vegetated wetlands is not
authorized. 7
Spoil Disposal 4M
L 6) All excavated materials will be confined, above mean high water and landward of regularly or
irregularly flooded marsh, behind adequate dikes or other retaining structures to prevent spillover of
solids into any marsh or surrounding waters.
7) The disposal area will be constructed a sufficient distance from the mean high water level or any marsh x
to eliminate the possibility of dike erosion into surrounding wetlands or waters. In all cases, no spoil
material shall be placed within 30 feet of the normal high water line, except that which will be used to
backfill the permitted bulkheads.
8) The applicant shall contact a representative of the Division of Coastal Management and arrange for an
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inspection
of the constructed/prepared spoil disposal
area
prior to
the initiation of any dredging. .This t
meeting shall include the dredging contractor, as well as the p
g ermitee.
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1, A
Y 9) The disposal area and any associated disturbed areas will be properly graded and provided a ground '
cover sufficient to restrain erosion within 30 working days of project completion. Dewatered spoil .f
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materials may be utilized as fill material in areas of the subdivision that are consistent with the
authorized Sedimentation and Erosion Control Plan for the Maritime Place subdivision.
Shoreline Stabilization
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10 In accordance with the applicant' requests in a letter dated May 14, 2004, the proposed rip-rap (as
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included on the permit application and located on the waterward side of the marsh grass within the man- A
made canal), has been deleted from the project. This permit does not authorize the installation of any
rip-rap waterward of any coastal marsh. Should the permittee attempt to modify/amend the existing
permit to include rip-rap, he/she must contact the Division of Coastal Management and the Division of s.
Water Quality.
11) The alignment of the authorized bulkhead must be staked by a representative of the Division of Coastal
Management within a maximum of 30 days prior to the start of construction. Failure to initiate Y
construction within 30 days, or erosion of the shoreline by adverse weather conditions, will require the
alignment to be restaked by DCM within a maximum of 30 days prior to the new expected start of
construction.
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S & W Investments
ADDITIONAL CONDITIONS
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Permit 968-04
Page 3 of 8
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must be structurally tight so as to prevent seepage of backfill materials through the
must be solid and constructed of treated wood, concrete slabs, metal sheet piles or other
als approved by department personnel. No excavation is permitted except that which may
the construction of the bulkhead wall, riprap, deadmen cables, etc. This permit does not
;xcavation waterward of the approved bulkhead alignment, other than the channel
ithorized by this permit.
A will be clean and free of any pollutants except in trace quantities.
terial is to be placed within 30 feet of the normal high water line, except that which will
:fill the area behind the permitted bulkhead.
Communitv Piers
horizes only the docks, piers, and other structures and uses located in or over the water
ly and specifically set forth in the permit application. No other structure, whether
l' uoaung or siauonary, may become a permanent part of this docking facility without permit modification.
No non-water dependent uses of structures may be conducted on, in or over public trust waters without
permit modification.
A 18) The pier and associated structures shall have a minimum-setback distance of 15 feet between any part(s)
of the structure and the adjacent property owner's riparian access corridor.
19) Any portion of the permitted access pier and docking facilities built over coastal wetlands must not
exceed six feet in width and must be elevated a minimum of three feet over the wetland substrate as r
measured from the bottom of the decking.
20) The authorized structure and associated activity must not cause an unacceptable interference with
navigation, and no attempt will be made by the permittee to prevent the full and free use by the public of
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all navi able waters at or adja
g cent to the authorized work.
21) The permittee will maintain the authorized work in good condition and in conformance with the terms
r and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
22) This permit does not authorize the interference with any existing or proposed Federal project, and the
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permittee will not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
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23) The permittee must install and maintain at his expense any signal lights or signals prescribed by the U.S.
I¢QCoast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent r
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S & W Investments Permit #68-04
Page 4 of 8 of
reflectors should be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
X,
ADDITIONAL CONDITIONS
+ 24) The construction and/or operation of the authorized facilities shall not directly result in any closure of
any waters that are open to the taking of shellfish. Any such closure directly attributable to the
3authorized development facility, either now or in the future, will require that the permittee undertake
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remedial actions to remedy the situation.. Such actions include, but are not limited to, a removal of any x
unauthorized slips or mitigative measures to reduce or eliminate the cause(s) of the closure.
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25) It is possible that the authorized structure may be damaged by wavewash from passing vessels. The
issuance of this permit does not relieve the permittee from taking all proper steps to ensure the integrity
of the permitted structure and the safety of moored boats. The permittee will not hold the State of North V
Carolina nor the United States liable for any such damage.
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NOTE: The permittee is advised that should the total number of boat slips originating from the Cedar
Point Subdivision exceed ten (10) slips, a closure of shellfish waters may be required, which
would violate State water quality standards.
Y _< Mitigation
26) In accordance with the requirements of the U.S. Army Corp of Engineers, in developing the property,
the 3,543 square feet of enhancement mitigation area, shall be maintained in their natural or mitigated
- condition as stated in the deed restriction (other than permitted filled area). No person or entity shall fill ,
grade, excavate, or perform any other land disturbing activities; nor construct any structures, nor allow
a
animal grazing or watering or any agricultural us on such conservation area.
27) In accordance with the requirements of the U. S. Army Corp of Engineers, the deed restriction for the
enhanced mitigated area, should follow the enclosed example labeled "Provisions Relating To
Wetlands", detailing property control on further wetland disturbance, must be executed and recorded
with Pender County Register of Deeds prior to the selling or developing the property. This record must
include the COE's verified wetland survey depicting the location of all waters and wetlands within the
t boundary of the lots. The permittee shall provide the COE and DCM with a copy of the recorded plat as
soon as possible. For more information, please refer to the "Provisions Relating to Wetlands" located on
page 6 of 7. .;
28 In accordance with the requirements of the U. S. Army Corp of Engineers, the master declaration
relating to wetlands cannot not be amended or modified without the express written consent of the U.S.
X Army Corps of Engineers, Wilmington District. a
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Sedimentation and Erosion Control
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29) Appropriate sedimentation and erosion control devices, measures or structures (e.g. silt fence, diversion
swales or berms sand fence etc. must be implemented
to ensure
that eroded materials do not enter
adjacent wetlands, watercourses and/or properties.
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--------------
S & W Investments

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Permit #68-04
Page of 8
ADDITIONAL CONDITIONS
Boat Ramp
30) All concrete associated with the proposed boat ramp must be poured in an area above Mean High Water
(MHW). This permit does not authorize the placement of "wet" or "raw" concrete in any open waters.
31) In order to protect water quality, runoff from construction must not visibl ' th
34) The West Indian manatee (Trichechus manatus), which is listed as a federally endangered species, has
been reported in the waters near the Beaufort waterfront. In order to protect the West Indian manatee all
work should be done during the period from November 1 to May 31. If work must be done during the
period from June through October the enclosed guidelines, entitled "Precautions for General
Construction in Areas Which May Be Used by the West Indian Manatee in North Carolina" must be
followed.
y increase e amount of
suspended sediments in adjacent waters.
The activities will be conducted in such a manner as to prevent a significant increase in turbidity outside
the area of construction or construction related discharge. Increases in turbidity of 25 NTU's or less are
not considered significant.
)TE: The permittee has received a Sedimentation and Erosion Control Plan for the Cedar Point
Subdivision, project (LQS Permit No. Pender-2003-267). Should the permittee choose to
modify/amend the existing permit, he or she should contact the Department of Environment and
Natural Resources; Land Quality Section, at 127 Cardinal Drive Extension, Wilmington, NC
28405.
Water Quality and Stormwater
The Division of Water Quality's approval of this project under stormwater management rules of the
Environmental Management Commission is covered by way of Stormwater Permit No. SW8030526,
which was issued on 10/03/03. Any violation of the permit approved by the DWQ will be considered a
violation of this CAMA permit.
Endangered Species
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S &--W Investments
Permit 468-04
Page 6 of 8
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ADDITIONAL CONDITIONS
Provisions Relating to Wetlands
1 35) "All of the Properties subject to these Declarations, Conditions, Covenants and Restrictions shall also be
subject to the following Special Provisions Relating to Wetlands. In developing the property, the
$ Declarant has agreed with the State of North Carolina and the Department of the Army Corps of
Engineers (pursuant to a
permit issued by the State of North Carolina and the Corps of Engineers) to
restrict and prohibit any future filling or other detrimental activities in the wetland areas which presently
exist within the identified area of the property. Accordingly, all wetlands shown and delineated on the
wetland survey plat dated 4/1/2003, as depicted and verified by the Corps of Engineers on 4/29/2003,
shall be maintained in perpetuity in their natural or mitigated condition (other than the permitted
wetlands filled for the road crossing). No person or entity shall fill, grade, excavate, or perform any
other land disturbing activities; nor cut, remove, or harm any vegetation; nor construct any structures,
nor allow animal grazing or watering or any other agricultural use on such conservation area. Benign
structures, such as pile-supported walkways, may be permissible only after reviewed and written consent
1 is provided by the U.S. Army Corps of Engineers. This covenant is intended to ensure continued i
x compliance with the mitigation condition of authorizations issued by the United States of America, U.S.
Army Corps of Engineers, Wilmington District, Action ID 200300697, and therefore may be enforced
by the United States of America. This covenant is to run with the land, and shall be binding on the
Owner, and all parties claiming under it." The above paragraph (number) cannot be amended or modified without the express written consent of x
the U.S. Army Corps of Engineers, Wilmington District.
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NOTE: In accordance with the U.S. Army Corp of Engineers, the referenced documents should be
drafted by an attorney.
General
36) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause r
3
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon F
due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions s
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be {
made against the United States or the state of North Carolina on account of an y such removal or a
alteration.
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37) In issuing this permit, the State of North Carolina and/or the Federal Government does not assume
liability for:
a.) Damages to the permitted project or uses thereof as a result of other permitted or unpermitted
activities or from natural causes.
b.) Damages to the permitted project or uses thereof as a result of current or future Federal activities
initiated on behalf of the general public.
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S & W Investments Permit #68-04
Page 7 of 8
ADDITIONAL CONDITIONS
K General s r
c.) Damages to other permitted or unpermitted activities or structures caused by the authorized
t activity.
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d.) Design and construction deficiencies associated with the permitted work.
$ e.) Damage claims associated with any future modification, suspension, or revocation of this permit.
38) In accordance with the U.S. Army Corp of Engineers, no excavated or fill material will be placed in any
z` location or in any manner so as to impair surface water flow into or out of any wetland area.
39) In accordance with the U.S. Army Corp of Engineers, all excavated materials will be confined landward
of the mean high water (MHW) elevation contour and any regularly or irregularly flooded vegetated
wetlands.
¢ NOTE: The permittee is advised that in accordance with the Town of Surf City, the proposed project site
is located in the R-5 zoning district. As such, only single duplex units are allowed on lots 19 and
t 20. No condominiums will be allowed on lots 19 and 20.
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NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required
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NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3400 (DWQ Project No. 040358), which was issued on 3/23/04.
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NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200400424.
NOTE: At the request of the US Fish and Wildlife Service the Corps is including an attachment about
the West Indian Manatee (Trichechus manatus), a Federally listed Endangered species that
periodically migrates into North Carolina waters. This information is not a permit condition, but
is for public information. Should you have any questions or comments, please contact the
undersigned at telephone [phone]

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3 S & W Investments
Permit #68-04
Page 8 of 8
Coast Guard ReZulations Applicable to Dredae Operations
Below is a list of regulations which are applicable to dredge operations in the COTP Wilmington zone.
This list is not all inclusive. We encourage dredge companies to schedule a meeting with members of the
I;
f USCG staff, in order to be provided amplifying information or answers to any questions that may exist.
We also strongly encourage all Uninspected Towing Vessels (UTV) associated with each dredging 2
operation to participate in the USCG's UTV Voluntary Commercial Dockside Examination program.
Please contact BM 1 Dan McDonald of the USCG staff at [phone], extension 108, to coordinate a
meeting or dockside exam.
1. Lights on dredge pipelines (33 CFR 88.15)
i l 2. Lights on barges at a bank or dock (33 CFR 88.13)
3. Lights and Shapes (33 CFR 84.11-13)
4. Mooring Buoys (33 CFR 62.35)
5. Special Marks (33 CFR 62.3 1)
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6. Uninspected Towing Vessel's (UTV) Licensing Requirements (46 CFR 15.910 & 15.815)
7. UTV Drug Testing Requirements (33 CFR 4.06 & 4.03-2) x r
j r 8. UTV Marine Radar Requirement (3 3 CFR 164.01(b) & 164.72
9. UTV Certificate of Documentation (33 CFR 173.21) 3
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A 10. UTV Marine Casualty Reporting Criteria (46 CFR 4.05-1)
11. Dredge or UTV Advance Notice of Transfers (33 CFR 156.118)
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Lawrence Ward
Cedar Point Subdivision
Stevenson & Ward Realty & Development Company, Inc.
4616 Gomar Lane
Fuquay-Vatina, NC 27526
Phone: [phone]
Fax: [phone]
Jason Dail
Express Permit Coordinator
Ed Brooks
Minor Permit Coordinator
NC Division of Coastal Management
127 Cardinal Dr. Ext.
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
May 14, 2004
Gentlemen:
As we have discussed, riprap will not be used in the development of the Cedar Point
Subdivision in Surf City. If you have any questions please call me at 919427-7985, or
my agent, Bin Hunt at 910-262-7199. -
Thanks,
Lawrence Ward
'Y 'a
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Acting Director William G. Ross Jr., Secretary
MEMORANDUM
TO: Local, State and Federal Review Agencies 0 ? n Da C- n E' ?(
FROM: Jason Dail /
DCM - Wilmington
THRU:
Jim Gregson -:??
DCM - Wilmington
March 4, 2004
VVETLAN,0 / 401 GROUP
DATE:
RE:
MAR 9 2004
c UALITY SECTION
S & W Investments c/o Lawrence Ward for Cedar Point Subdivision
CAMA EXPRESS Permit Application Amendment
The subject field investigation report was circulated on February 19, 2004. During initial review of the
application, several review agencies discovered discrepancies pertaining to information reported on the applicant's
permit application and work plat drawings that were originally submitted on February 3, 2004. As such, the
applicant was notified and was informed that the application and the work plat drawings would need to revised. The
permit application was prepared for the Cedar Point Subdivision property located off South Shore Drive (NC 50),
adjacent to Banks Channel and Topsail Sound, in Surf City, Pender County. At the request of the applicant, the
permit application was routed under the EXPRESS permitting program. The appropriate changes to the work plat
drawings and permit application have been documented and are attached for your review. The twenty-one (21) day
commenting period for the review agencies will expire on March 24, 2004.
Please disregard the previously submitted application package circulated on February 19, 2004. The new permit
application, revised on March 2, 2004, should be used for commenting purposes.
If you have any questions concerning these changes, please feel free to contact me at [phone] ext. 247.
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
Lawrence Ward
Page two
. I 1
1) Number 7. (A) on the Field Investigation Report (FIR) previously indicated that 480 sq. ft. of coastal
wetlands would be dredged for the installation of the boat ramp. The new FIR has been revised and
indicates that approximately 99 sq. ft. of "404" wetlands will be filled. No coastal wetlands will be impacted
as a result of the installation of the boat ramp.
2) A plan view (sheet 1) is now included showing the entire project and all of the proposed work.
3) The proposed berm has been eliminated and the bulkhead has been extended to cross over the previously
bermed areas.
4) The Mean high Water (MHW) line and property lines have been labeled.
5) A cross-section of the "404" wetlands fill is shown contained by the bulkhead
6) The purpose of the rip-rap in front of the coastal wetlands and along the near-shore existing slope is to
stabilize those slopes from impact caused by the proposed dredging.
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: S & W Investments c/o Lawrence Ward, Cedar Point Subdivision
2. LOCATION OF PROJECT SITE: Off South Shore Drive (NC 50), adjacent to Banks Channel and Topsail
Sound, in Surf City, Pender County
Photo Index- 2000:25-327 L J, K, L, &M-2 &3, H-3 1995: 25-310 G, H, I, J, K, L-7
1989: 173-19H-11 &I,J,K,L&M-10& 11
State Plane Coordinates - X: 2426118.294 Y: 240238.555 GPS File: Q-100117A
3. INVESTIGATION TYPE: CAMA/Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -10/01/03 and 10/14/03
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application. Received - 09/10/03, completed 2/17/2004
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Pender County
Land Classification From LUP - Conservation in the AEC and Limited Transition for uplands
(B) AEC(s) Involved: ES, EW, CW, PT
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Town of Surf City Planned - N/A
(F) Type of Structures: Existing - Man-made canal
Planned - 18 lot subdivision, bulkhead and rip-rap the
canal, boat ramp and loading dock, 9 boat slips
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
T)RF.T)GR.T) FTT.T.FT) nTTMR
(A) Vegetated Wetlands
"404" (boat ramp)
"404" (cul-de-sac construction)
"404" (mitigated and converted to coastal
wetlandslSpartina alt.)
99 sq ft
1,543 sq ft

,575 sq ft
(B) Non-Vegetated Wetlands
Open water (handling pier for boat ramp) 136 sq ft
Open water ( 5 canal piers) 520 sq ft
Open water (channel pier) 640 sq ft
Open water (channel- maintenance 8,000 sq ft (incorporated)
dredging)
(canal - maintenance) 13,500 sq ft
Shallow bottom (rip rap) 14,000 s ft
(C) Other
High ground spoil disposal site 51,000 sq ft
High ground grading and disturbance 74,052 sq ft
High ground (bulkhead) 30,000 sq ft
(D) Total Area Disturbed: 197,065 sq ft (4.53 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
Cedar Point S/D
Page Two
8. PROJECT SUMMARY: The applicant is proposing the construction of an 18 lot subdivision with
maintenance dredging within an existing canal and connecting chan nel. The applicant has also proposed the
construction of multiple docking facilities, bulkhead, rip-rap, boat ramp and piers for the potential lot owners.
9. PROJECT DESCRIPTION: The proposed Cedar Point Subdivision is located offNC Hwy 50 (South Shore
Drive) in the town of Surf City in Pender County. The project is located adjacent to Topsail Sound and Banks
Channel. To get to the proposed subdivision from Wilmington, head north on US Hwy 17. At the intersection
of US Hwy 17 and NC Hwy 210, turn right onto NC Hwy 210 towards Surf City. Cross the AIWW in Surf
City and turn right at the stoplight onto NC Hwy 50. Travel approximately 2.9 miles south and the property
will be located on the right hand side of the road. The site is located just past the existing Maritime Plantation
Subdivision and just before the Channel Bend Subdivision. The property extends from NC Hwy 50,
approximately 1,300' to Topsail Sound. The property is approximately 230' wide, as measured along NC Hwy
50. The Ocean Hazard Area of Environmental Concern (AEC) (a distance of 255' landward of the first line of
stable natural vegetation on the ocean front in the area of the project) extends onto the property approximately
95' and encompasses the majority of Lots 1-4.
Existing development on the property includes an existing man-made canal. The property has some
topographic relief for this area. The tract has an approximate elevation of 4 feet above MSL. The property
consists of approximately 5.26 acres with a variety of vegetation covering the tract. The highground portion of
the tract (going from NC Hwy 50 towards the sound) has vegetation that consists of Live Oaks (Quercus
virginiana), Red Bays (Persea borbonia), Carolina Laurel Cherry (Proms caroliniana), Catbriar (Smilax sp.),
grape vines (Vitis sp.), Red Cedar (Juniperus virginiana) Wax myrtles (Myrica cerifera), Yaupon (Ilex
vomitoria) and Beauty Berry (Callicarpa americana). From the highground adjacent to NC Hwy 50, the
property gently slopes down into "404 type" vegetation (see wetland delineation signed by the U.S. Army
Corps of Engineers USACE) and coastal wetlands. The property extends out as a peninsula and is bisected by
a man-made canal that extends into the property for a distance of approximately 800 feet. The canal averages
approximately 60 feet in width, measured from the normal high water line. The north side of the peninsula
adjacent to the canal is dominated by "404" wetlands, as shown on the USACE delineation map. On the
southern portion of the peninsula, the property consists of an upland finger that extends into the peninsula
surrounded by a section of "404" wetlands and coastal marsh. Vegetation in the "404" type wetland areas
consists primarily of. Southern Wax Myrtles (Myrica cerifera), Yaupon (Ilex vomitoria), Red Bay (Persea
borbonia), Red Cedars (Juniperus virginiana), Dog Fennel (Eupatorium capillifoliuml briars (Rubus sp.),
Catbriar (Smilaxsp.), Poison Ivy (Rhos radicans), grape vines (Vitis sp.) and Seashore Mallows (Kosteletskya
virginica). The coastal marsh varies in width along the shoreline. Adjacent to the canal there are small fringes
of coastal marsh consisting of Smooth Cordgrass Marsh (Spartina alterniflora) along with a few live oaks
(Quercus virginiana) leaning over the canal. Along the peninsula and towards the southern portion of the
property, the coastal marsh varies from approximately 5 feet to approximately 75 feet in width. Vegetation in
this area consists primarily of Spartina alterniflora. The marsh then grades up to include such species such as
Salt Grass (Distichlis spicata), interspersed with Sea Lavender (Limoium carolinanum), Salt Meadow Hay
(Spartina patens), Sea Ox-eye (Borrichia frutescens). Landward of this, the vegetation consists of Marsh elder
(Ivafrutescens) and Myrtles.
The manmade canal that bisects the property extends off of Banks Channel in the area known as "Channel
Bend". Inspection of aerial photography indicates that the connecting channel to the Federally maintained
Banks Channel, was dredged prior to 1978. In addition to serving the manmade canal at the applicant's site,
the channel continues past the applicant's property and serves the subdivisions to the north including: Maritime
Forrest, Pirates Cove, Pleasant Cove, Island Oaks and ultimately Sandy Ridge. The applicant's canal is one of
;? a series of four (4) canals that is located off of the main connecting channel.
Cedar Point S/D
Page Three
The waters of the Topsail Sound and Banks Channel, adjacent to the proposed project area, are classified "SA"
by the Division of Water Quality. This section of Topsail Sound is NOT designated as a Primary Nursery
Area by the Division of Marine Fisheries. According to maps provided by Shellfish Sanitation, the area is
OPEN to the harvesting of shellfish.
PROPOSED PROJECT: The applicant is proposing to develop the 5.26 acre tract into an 18-lot subdivision.
The applicant is proposing the installation of a driveway/access road that would begin at the entrance of the
property, along NC Hwy 50. The driveway would continue straight through the center of the property and dog-
leg to the east just beyond Lot 9. The access road would then follow the eastern property line and terminate in a
"hammer-head" cul-de-sac located on Lot 17. A private entrance for Lots 18, 19 and 20 would extend
northward from the end of the cul-de-sac. As proposed, a portion of the "hammer-head" cul-de-sac would be
located in "404" Wetlands. Impacts to this area, and mitigation for the disturbance, are discussed in the
Anticipated Impacts.
The applicant is also proposing to perform maintenance dredging in the existing canal and access channel to
adequately access the boat ramp area and for adequate water depth for proposed piers. The applicant proposes
to use a bucket and barge to complete maintenance excavation of a 450' X 30' stretch within the existing canal,
as well as dredging a 20' wide by 400' long by -5' (MLW) deep channel to maintain the existing access
channel into the canal. The applicant is requesting a final project depth of -5 feet at normal low water (NLW)
or the existing depth of the connecting channel. The project would generate approximately 1,700 cubic yards
of spoil material. The spoil disposal area would be located adjacent to the south side of the canal area, where,
once dried, it will be used to fill the area behind the proposed bulkhead. The dimensions of the disposal area
are to be 850' x 60'. The applicant is also proposing to construct 2,000 linear feet of bulkhead landward ofthe
coastal marsh within the canal, and install approximately 1,400 linear foot of rip-rap water ward of the coastal
wetlands. The width of the rip-rap would average 5' offshore from NHW and in no case would the rip-rap
extend further than 10' offshore of the coastal wetlands. The applicant is also proposing to construct a 40' X
12' boat ramp with a 34' X 4' handling pier, install 5 piers (20' x 4') within the canal. One of the five (5) piers
would have a 20' X 6' T-head platform. In addition, the applicant is proposing to build a 4-slip pier into
Banks Channel from the northwestern tip of the peninsula. The pier would measure 100' long X 6' wide. The
water ward end of the pier would include a 20'X 20' covered platform with two 4' X 15' floating docks, one
on each side of the platform and two 4' X 15' floating docks off the landward side of the,platform, adjacent to
the pier. Water depths at the entrance to the canal from the main channel run from -1.0' to -5.0' at NLW.
Water depths within the existing man made canal average -3.0' to -11.0' at NLW. Water depths in the area
surrounding the proposed pier extending into Banks Channel average -2.0' to -1.0' at NLW.
10. ANTICIPATED IMPACTS
The proposed canal and channel maintenance dredging would impact approximately 13,500 sq ft of previously
dredged shallow bottom area within the man-made canal and approximately 8,000 sq. ft of shallow bottom area
outside of the canal. The construction of the boat ramp will impact approximately 99 square feet of "404"
wetlands. The construction of the proposed access road into the subdivision and driveway access to lots 18-20,
and the grading of the property for lot preparation, would result in the disturbance of approximately 1.7 acres
of high ground and the filling of 1,543 sq. ft. of "404" wetlands. A 3,575 sq. ft. area of disturbed "404" type
wetlands adjacent to the "hammer-head" cul-de-sac would be graded and mitigated to support the growth of
coastal wetlands, specifically, Spartina alterniora. The mitigated vegetation would be sprigged throughout
the area on approximately 6" centers as mitigation for the loss of approximately 1,543 sq. ft. of "404"
wetlands. The proposed bulkhead and tie-back installation would impact an additional 30,000 sq ft of high
ground. The disposal area for the dredging would impact approximately 50,000 sq ft of high ground, and the
proposed rip-rap within the canal would impact approximately 14,000 sq ft of shallow bottom area. Some of
the areas of disturbance for bulkhead construction and grading and lot preparation would overlap. The
proposed piers within the canal would incorporate approximately 656 sq ft of estuarine waters and public trust
area. The proposed pier and four (4) slip docking system extending into Banks Channel would incorporate an
additional 1,240 sq. ft. of estuarine waters and public trust area.
Submitted by. Jason Dail Date: March 3, 2004 Office: Wilmington
_ yr
? ti00Z ? - NHW
CHARLIE HOLLIS
Regulatory Consultant
138 Green Forest Drive
Wilmington, NC 28409
Phone/FAX [phone]
March 2, 2004
Project: Cedar Point at Surf City
REVISION to Request for Express CAMA Major Permit
and Dept of The Army Permit
S & W Investments, Mr. Lawrence Ward
Surf City, Onslow County, N.C.
\ r
Mr. Jason Dail
Division of Coastal Management Q ,
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Dear Mr. Dail:
Please reference our meeting on February 26, 2004 and your letter of February 27s' requesting
revisions to the above-cited application as follows:
1. A plan view (Sheet 1) is now included showing the entire project and all of the proposed
work On that sheet,'the limits of all high ground disturbance is shown as well as all of the
various jurisdiction lines (404, Coastal Marsh, mean high water, and coastal buffer). As
requested in our 2126 meeting, I am also providing (i) a separate plan view (Sheet 2) at a
larger scale of the water related work area showing the mean high water, location of the rip-
rap, and the location of the bulkhead; and (ii) a separate plan view (Sheet 3) showing the
canal and access channel dredging and the piers.
2. 26 copies of Sheets 1, 2, and 3 are provided.
3. The proposed mitigation area is a sparsely vegetated highly disturbed wetland that likely
became jurisdictional when small trees were uprooted by recent hurricanes. The soils are
poorly established fill material cast onto the area when the existing canal was dug. It is
proposed that the area shown be graded to an elevation that would support the vitality of
Dwarf Spattina Alterniflora resulting in a 2±11 enhancement of this area to a productive
wetland which it would likely never be if left alone. This idea came out of discussion with the
Corps of Engineers who agreed that this proposed enhancement would be satisfactory.
4. The proposed berm has been eliminated and the bulkhead extended to those areas.
5. The mean high water line and property line have been labeled.
6. The previous line in question was removed.
7. A cross-section of the 404 wetland fill is shown contained by the bulkhead.
8. The purpose of the rip-rap in front of coastal wetlands and along the near-shore existing slope
is to stabilize those slopes from impact by the proposed dredging.
9. See comments in 1. (above) and Sheets 1 thru 3.
Thank you for your help, please contact me if you need additional information.
in Y
c
Charlie Hollis
Encls: REVISION (Sheets 1 thru 9)
Cy: Mr. Ward
Form DCh1+[P=1
APPLICATI
(To, be completed by all applicants)
1. APPLICANT
a. Landowner-
. S ? ??•ctlV.?"STM?icf7^S .
Name w t •j,4gAe0
Address (, J (? ?oV?r7p t2 bq N G
Ciryl udu l4? - 112 i ?l • ,..
? State -A.01
Zip 2l_5'Z.? Day-Phone _Jq iy -2202
F.ax
b.
Authorized Agent:
Name '-u;Q 2 ty t E" tFf-O LL 5
Address
City 11.Y 196 Al State
Zip 2$?(ng q1b
Day Phone Z' 68-
flax -12 C.

Project name (if any)
p 2 orwr ,or ORF n ?,•
r
NOTE: Perv t wit! be Imed In nano of la, omwr(t), and/or
project hams,
2• LOCATION OF PROPOSED
PROJECT .
2. County
..P
COP'S
b. City, town unityr landmark
V •rL,
c. Street address or secondary road hum er
.LN7CT" 10 'x
d. Is proposed work within .city limits or planning
jurisdiction? • y' ' Yes No
e. Name of body of water. nea qst project (e.g. river,
creek, sound, bay) - -jpsg it ?o u K a
3. DESCRIPTION ANb PLANNED USE
OF PROPOSED PROJECT
is
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and .
excavation and/or filling activities.
D ?C1ST/NG egkMAU. 14GGFS5
1E??A S Pog ?-d / R• DoT
su 1301 vrsIoN
b. Is the proposed activity maintenance of an existing
project, new work, or both? _ ?3oT?1
c. Will the project be, for public, private or commercial
use? PR tVl4T?'
d. Give a brief description of purpose, use, methods of
construction and daily operations of 'proposed
project. If more space Is needed, please attach
additional pages. _Pz yrDf 2d
GC?-SS '?D/z I DL??•1'rS i?n??DE
cuss Fb Y2 t°?S 1 ray a ;,
r2res
. Tat t.t'2 Ya?1bS To
67 l5`t'1 NtG 'F? jsg !sfc?7 UND
1AId CAILL al'b' d?ctymPclsf` N
W TN cK440LW IQ oft aRgcuNE t.J1yA
Me, Olt! l?•14. G p B0oR 131RM
RtYiud 03/91
Form DCM-AI:p_1
4 • LSD AND WATER
CHAP-ACTERISTICS
a. Size of entire tract
b. Size of individual lot(s)
c AN pproximate elevation of tract above M?( or
I.VL
d Sotl type(s) and texture(s) of tract
N
e• Vegetation on tract Lo
ys?F
t Man-made features now on tract
014 NAL o eroxG ,
tea G ' ??p
g• What is the CAMA Land
classification of the site? Conaulr Use Plan land
tJu loosl land urc plan.J
Conservation I
Developed. Transitional

in. Describe a '',sting wastewater treatment facilities.
- C.r
n, .Describe location and type of discharges to waters
of the state, (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, `wash
down".and recidentl discharges
,....•
• . ,..
o. D' escribe-existIn •dririking water supply source.
5. ADDITIONAL WFORMATION
In addition •.to the completed application form, the
following items must be submitted;
Rural •ConununitY , , •. • A copy' o! tha deed
`
• Other • •• (with state application onl
How other Instrument under which the applicant clainu tide
h is the tract zoned by local government?*, to the affteted properties. If the
claiming to be the, owner -of •said? ppotce?f is not
forward a copy pf*t,e deed or other•1 trument?u der
i Is the proposed proect consistent plus written permission
with the-applabl from the owner to carry
(.trtacb ?
No out the project.
zonin CO?l+a+tcs ccrtj ficalc (/aPpu=4
• An accurate, dated work plat (including plan view
j• Has a professional archa assess, . begin
-, ' -,p- and cross
eological -sectional drawings) drawn to scale in black
done for the tract?`
If b - Yes ? Igo In]c on .an 8 I/2" by ,
yes, y whom? - ' • ==-Coastal.Resources C missioniltuPe jj 020,fer to
k' Is the protect located M> detailed description.) _ for a
Historic *l%trlct'' d 9' ..' ait Hatlonal a g Ist wed
r-r . ,: please note tha
involve<$
or at original drawings are preferred and
isted or• eligible property? , i. ,
Re gister l National only high quality copies will be accepted. Blue-line
?
Yes ?_ No,_ prints or other larger plats are acceptable only if an
adequate number of quality
Are there wetlan copies are provided by
ds on the.slte? .. Y applicant- . U.S, Arm
(Contact the y Corp s
(marsh) No - Engineers regardin of
Othe
If yes, has a delinea?' ' r •KO .. g that agency s use of
ion been conducted? drawings,) A site or location roap, is a part of plat larger
unach do`a"'"`tarioa i requirements p
''f awallablcJ• and it must.
be
sufficiently detailed to
guide agency Personnel unfamiliar with the area to the

Form n CM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
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 certifed 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. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name ZZOH-v GO r2E
Address _?6 Zp gg? pa 4
Phone L-EW"10H, a1 A
Name TNovrtr4s C
Address
Phone ???'?Si?ofto ? 1 ? -2- q4 (D
Name
Address
Phone
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
6. 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 conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner cofLsistent with such•program.
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.
?EV16E> tQ? 21
'ZOo
This is the RD day of Wit= S , }g_?po t?
Print Name
Signature
A check for $250 made payable to the Depat•anent of
Environment, Health, and Natural Resources
(DEIINR) to cover the costs of processing the""'
application.
,A signed AEC hazard notice for projects in
oceanfront and inlet areas.
A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
i
f
Revised 03195
Zandoswwr
Please indicate
project.
DCM MP-2
CM MP-3
DCM MP-4
DCM MP-5
DCM MP-6
chmeiu'urtafirl?rig to your pro
posed
Excavafioti"and`Fill Information
Upland Development
Structures Information
Bridges and Culverts
Marina Development
NOTE: Please sign and date each attachment in the
space provided at the botrorn of each form.
Form DCh1-Ni3:)-2
EXCAVATION
AND .
(Except bridges and culverts)
Attach this form to Joint Application for CAMA
Permit, Form DCM-MP-I Major
.
Other sections of the Joint iAppgcation that mplete all
to this
proposed project.
Describe below the purpose of proposed excavation or
Fill activities. All values to be given In feet.
ArtraPe F(aal
kaYtb Width ExisLlag project
ntplb .ntptb
Access
channel
(MLW) i ?Qd ..Zo Z
Canai .
Boat
basin
Boat , ,
• r•
ramp 172? L 19 40
t
110
Rock
groin ,? 4 yzt? J
Rock
breakwater
Other . r_
(EUludint WZTLRAIP
=i,o„tlir, PegAs?- papa Q-s -r3A`
jt+bitmaion) iiaSL mSL
1. EXCAVATION
a. Amount of material to be excavated from below
mliw °r•NWL in ctiblc
b. Type of material to be excav ted
c. Does the area to be. excavated include coastal
wetlands (marsh), submerged aquatre vegetation
(SAVs) or other wetlands? - yes -A:::?'No
d. Highground excavation In cubic yards -lh6T,-
2• DISPOSAL,, OE EXCAVATED .•
MATERIAL
a. Location of disposal area 'Tit0ueNouT, L&r
TWRv ZG
b. Dimensions of disposal area
? O
c• Do you claim title to disposal area?
Yes - No
If no, attach a letter granting permission from the
owner. d. Will a dis +?
p°s ? `? area \b ?avaiiable for 'fiutuie
maintenance? ?? y ?N
If Yes, where? 7-??.7
?y
l ?! t?i1 rte`---"- •,
.orm DCM-MP-2
Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes ? No
Does the disposal inllude any area In the water?
Yes V No
3. SHORELINE STABILIZATION
If yes,
(1). Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Repose of fill. r -
b. Will fill material be placed In coastal wetlands
(marsh), SAVs or other wetlands?
Yes `? No
Type of shoreline stabilization
Bulkhead ? Rlprap
?• Length
2tt???p . loo
Average distance waterward,of MHW or NWL
?vwaF ? so- A w t t,c, 13 g
+?8o v? m
Maximum distance waterward of MHW or NWL
21PRgP i ??
If yes,
(1) Dimensions of fill area -'
(2) purpose of frll -
5. GENERAL.
Shoreline erosion during preceding 12 months a.
(Source ;f tw ri,+otion)
• T pe of bulkhead or riprap material ';•
, ,
,
NE t3vc.K ?i?
:• Amount of fill in cubic yards to be
water level placed below
(1) Riprap ZSL> CU Yvs
(2) Bulkhead backfit!
Type of fill material.

Source of fill material

?-
---------------------------------
v ?.
-_-

(D

• OTHER FIL > r.?
=- _=
(Excluding Shoreline Stablllzatw)
Will fill material ?-brought to site? __-
Yes ;.._ No
How will excavated or.fill material be kept on site
and eios3on controlled? _?,? C.CD o
_t? l G K ca n•r?w. r. 82?'? At p
b. What type of constructlon equipment will be used
(for example, dragllne, backhoe, or hydraulic
dredge)? .
cS?i9 GK•t{•p ? q C K 8'
t7R*Roe- F
e. Will wetlands be crDssed 16 transpbrting equipment
to project site? y ? No
If yes; *' ezplain' steps that will be taken to lessen
environmental .Impacts,
MR Po/NT 1qT SURF (2i-ry
AppU led Name
Sleasture ,
3
Date .r
• eor
Form DCNI- P-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,
a. Type and number of buildings, facilities, units or
structures proposed ZO
i `
b. , Number of lots or parcels 17 C>
-----------------
? l `- \ ?? 111 •t; ' 11\
1
yk,:, nnt„? 1//j
R ?' .'s R{3???d
C
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Divi!?A of Environmental Management for review?
Yes No
If yes, date 4 raY? d : D?
Sl?f 8 - p3 Z 0 i7?od,t&c •?
i. Describe proposed method of se age disposal.
c. Density (give the number of residential units and th j' Have the facilities.. described in Item i above
units per acre) Z 3 ,? s received state or local approval?
S16 C, (A=ch appropriwe do=PwnMrion)
d. - Size of area to be graded, filled or istur6 l:,
including roads, ditches, etr. 1, r7 r4c ,
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.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes No
If Yes. date
b e-C-T- 1 o 4'1 I , c'u'ni 1 ?T2oo3
P"' 03 U?
f. List the materials (such as marl, paver stone,'
asphalt, or concrete) to bil? used for aved surfaces.
Give the percentage of the tract within 75 feet of
MHW or `WL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by .
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 25 ?o
Revised 03195
Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial
/commercial effluent,
'wash down" and residen ' discharges).
Describe proposed drinking water supply source
(e.g. well, community, public syst m, etc,
`f?Io03001 7
Will water be impounded? yes
If yes, how many acres? ?No
m.
n- If the project is a oceanfront development, when
was the lot(s) platted and recorded?
&10A7z Qvimr &T- G
APPU t o ! Name
Signature )
_F;
3
Date
3
Form DCM-MP-4

STRU. CTI
fRES
(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 which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(l) _ Commercial ..-Community ? private
Canal Piers Banks hannel Pier Boat gadlin, pier
(2) Number 5 1
(3) Length 201 1
(4) Width 4' 16' 34'
(5) Finger Piers 0 4
(6) Platform Yes 0 0
? Number Yes No
1 4 floating; 1 stationary Length 20' 15' 20'
Width ,
(7) Number Slips. 1 4' 20'
(8) Pron. To Riparian N/A 4 N/A 0
(9) Width Waterbody 75' Soo' N/A
(10) Water depth -S'mlw 500 N/A
mlw zx: 'miw
b. Boathouse Cncluding, (1) o covered lifts) l?t'eJvE
(2) Length Commercial private
(3) Width
c. Groin (e.g. wood, sh d
e, etc.) (40141S
(1) Number
(2) Length(s) -
d• Breakwater (e.g. wood, sh
(1) Length due, etc.) NoNt~
(2) Average distance from
wetlands MHW, NWL or
(3) Maximum distance beyond MIJW
wetlands , 1`I- or
Mooring buoys /IiN6
(1) Commercial Community Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed be and
shoreline y
e.
Fiat
f. Mooring structure (boatlift , mooring pilings, etc.)
(2) ) _....• Number Commercial -?._-..Conununity private
(?
(3) Length
(4) Width
9. Other (Give conTLIe dfcription)
??t2 ?eJNr A S Ct`t
ApplT R F
"Mal ets Name
signature ?b?1Jc
. ??D t
Date
??1? I -R?2 ?t? Z LD
1 ;
.r t
Revised 03196
ACCESS ROAD
WETLAND FILL: 143 SgFt (0.0033 Ac) .
fu $F
(a= Act
SF• 1
N 36' 20'27-
THIS AREA (DOUBLE HATCHED) CONSISTS
OF 3575 SgFt OF DISTURBED JURISDICTIONAL
WETLANDS WHICH WILL BE GRADED TO AN
ELEVATION THAT WILL SUPPORT DWARF SPARTINA
ALl 01FLORA WHICH{ WILL BE SPRIGGED
THROUGHOUT THE AREA ON APPROXIMATELY
6" CENTERS AS MITIGATION FOR THE LOSS OF
1642 SgFt OF EXISTING SDIELARLY DISTURBED
JURISDICTIONAL WETLANDS WITHIN THE OTHER
AREAS SHOWN ON THESE PLANS.
17
W 23 19 6""'?~-
"HAM ER=HEAD" CUL-D-SAC
REQUIRED FOR EMERGENCY VEHICLES
WETLAND FILL: 1400 SgFt (0.032 Ac)
BULKHEAI
SECTION OF WETLAND FILL
BOAT RAMP
WETLAND FILL: 99 SgFt (0.002 Ac) j
nin
DETAILS OF PROPOSED WETLAND FILL .J _
TOTAL AREA: 1642 SgFt (0.04 Ac) COASTAL E?hKlp G ? tM E N
CEDAR POINT AT SURF CITY
REQUEST FOR MAJOR CAMA AND DEPT OF THE ARMY PERMIT
SCALE: I"= 60' DREDGING, PIERS, BOAT RAMP, AND FILLING FOR ACCESS ROAD
S & W INVESTMENTS LAWRENCE WARD
4616 GOMAR LANE.
FUQUAY VARINA, NC 27526
FEBRUARY 3, 2004 j?-,ey D 31 a f b q
SHEET 4 OF9
I
a
w
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1 O?
AUM
' a
MHw
j MLW
EXISTING GROUND SURFACE
• SECTION TO'BE DREDGED L
20' -
?L??TCont 1'3 ' ? ? .
TYPICAL SECTION MSL/MLW
NEAR END OF CANAL ELEVATIONS
MHw
MLW -
EXISTING GROUND SURFACE
SECTION TO BE DREDGED.
. _ .. 20+ ---- _ s'
SEGTIcnI G' -G' •.
TYPICAL SECTION ALONG ,
REMAINDER OF CHANNEL
ACCESS CHANNEL DETAIL -
VERTICLE SCALE: 1" - 4.01; HORIZ SCALE: 1" =10'
CEDAR POINT AT SURF CITY
j REQUEST FOR MAJOR CAMA AND DEPT OF THE ARMY PERMIT
DREDGING, PIERS, BOAT RAMP, AND FILLING FOR ACCESS ROAD
S & W INVESTMENTS: LAWRENCE WARD
4616 GOMAR LANE
FUQUAY-VARINA, NC 27526
FEBRUARY 3, 2004
SHEET_6 OF_7 (I S®.3I z f o4
1
SCALE: 11 10'
IdIJ
DETAIL
OF BOAT RAMP AND HANDLING PIER r - ! tv''
1
CEDAR POINT AT SURF CITY
REQUEST FOR MAJOR CAMA AND DEPT OF THE ARMY PERMIT
DREDGING, PIERS, BOAT RAMP, AND FILLING FOR ACCESS ROAD
S & W INVESTMENTS: LAWRENCE WARD
4616 GOMAR LANE
FUQUAY VARINA% NC 27526
FEBRUARY 3, 2004 _ Rev, S& 3?z-tb`t
SHEET,2OF?_
_MHW 4.0 -
iww:i
50 TO EDGE OF i SECTION VIEW
FEDERAL CHANNELt. -?1mw _ - .... :. - -
FIXED PLATFORM
20' z 20' .?.?? _ .
U) tom. ,.
FLOATING DOCKS
4EACH ®4'x15'
BANKS CHANNEL PIER DETAIL
SCALE:1 a 20
I

S G

BULKHEAD
1-17
PLAN VIEW
CEDAR POINT AT SURF CITY
REQUEST FOR MAJOR CAMA AND DEPT OF THE ARMY PERMIT
DREDGING, PIERS, BOAT RAMP, AND FILLING FOR ACCESS ROAD
S & W INVESTMENTS: LAWRENCE WARD
4616 GOMAR LANE
FUQUAY-VARINA, NC 27526
FEBRUARY 3, 2004y?
eviler 4 nV Q ?.? I -,
PROPOSED LOCATION OF
BANKS CHANNEL PIER
REM
Y?
?J
y
Y?
2
100 50 0 100 200 300
Feet
Map Date : 7/7/03
BMW Photography Date : 1998
Color Photography Date : July 2002
N
Navigation Channel
37Ft Setback

t

Y?? may? .?,y
x_

J iD
Ir..
CEDAR POINT AT SURF CITY
REQUEST FOR MAJOR CAMA AND DEPT OF THE ARMY PERMIT
DREDGING, PIERS, BOAT RAMP, AND FILLING FOR ACCESS ROAD
S & W INVESTMENT'S: LAWRENCE WARD
4616 GOMAR LANE
FUQUAY-VARINA, NC 27526
FEBRUARY 3, 2004
SHEET_jOFCL
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Acting Director William G. Ross Jr., Secretary
o
MEMORANDUM
TO: Mr. John R. Dorne WDivision of Water Quality ET(gNps/4Q1 ?;.
FES 2 4 2004
FROM: it
WATER QUALITY SECT
ION
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Lawrence Ward/S & W Investments, Cedar Point Subdivision
Project Location: Off South Shore Drive (NC50), Surf City, Pender County.
Proposed Project: The construction of an 18 lot subdivision with maintenance dredging within an existing
canal and connecting channel. Also proposed is the construction of multiple docking
facilities, bulkhead, rip-rap, boat ramp and piers for the potential lot owners.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
March 12, 2004. If you have any questions regarding the proposed project, please contact Jason Dail at
910-395-3900. 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 Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Lawrence Ward/S & W Investments, Cedar Point Subdivision -
2. LOCATION OF PROJECT SITE: Off South Shore Drive (NC 50), adjacent to Banks Channel and Topsail
Sound, in Surf City, Pender County
Photo Index- 2000:25-327 I, J, K, L, &M-2 & 3, H-3 1995: 25-310 G, H, I, J, K, L-7
1989: 173- 19H- 11 &I,J,K,L&M-10& 11
State Plane Coordinates - X: 2426118.294 Y: 240238.555 GPS File: Q-1001 17A
3. INVESTIGATION TYPE: CAMA/Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit- 10/01/03 and 10/14/03
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 09/10/03, completed 2/17/2004
. Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Pender County
Land Classification From LUP - Conservation in the AEC and Limited Transition for uplands
.(B) AEC(s) Involved: ES, EW, CW, PT
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Town of Surf City Planned - N/A
(F) Type of Structures: Existing - Man-made canal
7.
Planned - 18 lot subdivision, bulkhead and rip-rap the
canal, boat ramp and loading dock, 9 boat slips
[AREA]
DRF.DQF, )
FTT.T .RT) nlrr=12
(A) Vegetated Wetlands
Coastal marsh (boat ramp)
"404" (cul-de-sac construction)
"404" (mitigated and converted to coastal
wetlandslSpartina alt.)
480 sq ft

1,543 sq ft

,575 sq ft
(B) Non-Vegetated Wetlands
Open water (handling pier for boat ramp) 136 sq ft
Open water ( 5 canal piers) 520 sq ft
Open water (channel pier) 640 sq ft
Open water (channel- maintenance 8,000 sq ft (incorporated)
dredging)
(canal - maintenance) 13,500 sq ft
Shallow bottom (rip rap) 14,000 s ft
(C) Other
High ground spoil disposal site 51,000 sq ft
High ground grading and disturbance 74,052 sq ft
High ground (bulkhead) 30,000 sq ft
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
HABITAT DESCRIPTION:
(ll) Total Area Disturbed: 197,446 sq ft (4.53 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
Cedar Point S/D
Page Two
8. PROJECT SUMMARY: The applicant is proposing the construction of an 18 lot subdivision with
maintenance dredging within an existing canal and connecting channel. The applicant has also. proposed the
construction of multiple docking facilities, bulkhead, rip-rap, boat ramp and piers for the potential lot owners.
9. PROJECT DESCRIPTION: The proposed Cedar Point Subdivision is located offNC Hwy 50 (South Shore
Drive) in the town of Surf City in Pender County. The project is located adjacent to Topsail Sound and Banks
Channel. To get to the proposed subdivision from Wilmington, head north on US Hwy 17. At the intersection
of US Hwy 17 and NC Hwy 210, turn right onto NC Hwy 210 towards Surf City. Cross the AIWW in Surf
City and turn right at the stoplight onto NC Hwy 50. Travel approximately 2.9 miles south and the property
will be located on the right hand side of the road. The site is located just past the existing Maritime Plantation
Subdivision and just before the Channel Bend Subdivision. The property extends from NC Hwy 50,
approximately 1,300' to Topsail Sound. The propertyis approximately 230' wide, as measured along NC Hwy
50. The Ocean Hazard Area of Environmental Concern (AEC) (a distance of 255' landward of the first line of
stable natural vegetation on the ocean front in the area of the project) extends onto the property approximately
95' and encompasses the majority of Lots 1-4.
Existing development on the property includes an existing man-made canal. The property has some
topographic relief for this area. The tract has an approximate elevation of 4 feet above MSL. The property
consists of approximately 5.26 acres with a variety of vegetation covering the tract. The highground portion of
the tract (going from NC Hwy 50 towards the sound) has vegetation that consists of. Live Oaks (Quercus
virginiana), Red Bays (Persea borbonia), Carolina Laurel Cherry (Primus caroliniana), Catbriar (Smilax sp.),
grape vines (Vitis sp.), Red Cedar (Juniperus virginiana) Wax myrtles (Myrica cerifera), Yaupon (Ilex
vomitoria) and Beauty Berry (Callicarpa americana). From the highground adjacent to NC Hwy 50, the
property gently slopes down into "404 type" vegetation (see wetland delineation signed by the U.S. Army
Corps of Engineers USACE) and coastal wetlands. The property extends out as a peninsula and is bisected by
a man-made canal that extends into the property for a distance of approximately 800 feet. The canal averages
approximately 60 feet in width, measured from the normal high water line. The north side of the peninsula
adjacent to the canal is dominated by "404" wetlands, as shown on the USACE delineation map. On the
southern portion of the peninsula, the property consists of an upland finger that extends into the peninsula
surrounded by a section of "404" wetlands and coastal marsh. Vegetation in the "404" type wetland areas
consists primarily of. Southern Wax Myrtles (Myrica cerifera), Yaupon (Ilex vomitoria), Red Bay (Persea
borbonia), Red Cedars (Juniperus virginiana), Dog Fennel (Eupatorium capillifoliuml briars (Rubus sp.),
Catbriar (Smilax sp.), Poison Ivy.(Rhus radicans), grape vines (Vitis sp.) and Seashore Mallows (Kosteletskya
virginica). The coastal marsh varies in width along the shoreline. Adjacent to the canal there are small fringes
of coastal marsh consisting of Smooth Cordgrass Marsh (Spartina alterniora) along with a few live oaks
(Quercus virginiana) leaning over the canal. Along the peninsula and towards the southern portion of the
property, the coastal marsh varies from approximately 5 feet to approximately 75 feet in width. Vegetation in
this area consists primarily of Spartinaalterniora. The marsh then grades up to include such species such as
Salt Grass (Distichlis spicata), interspersed with Sea Lavender (Limoium carolinanum), Salt Meadow Hay
(Spartinapatens), Sea Ox-eye (Borrichiafrutescens). Landward of this, the vegetation consists of Marsh elder
(Iva frutescens) and Myrtles.._
The manmade canal that bisects the property extends off of Banks Channel in the area known as "Channel
Bend". Inspection of aerial photography indicates that the connecting channel to the Federally maintained
Banks Channel, was dredged prior to 1978. In addition to serving the manmade canal at the applicant's site,
the channel continues past the applicant's property and serves the subdivisions to the north including: Maritime
Forrest, Pirates Cove, Pleasant Cove, Island Oaks and ultimately Sandy Ridge. The applicant's canal is one of
a series of four (4) canals that is located off of the main connecting channel.
Cedar Point S/D
Page Three
The waters of the Topsail Sound and Banks Channel, adjacent to the proposed project area, are classified "SA"
by the Division of Water Quality. This section of Topsail Sound is NOT designated as a Primary Nursery
Area by the Division of Marine Fisheries. According to maps provided by Shellfish Sanitation, the area is
OPEN to the harvesting of shellfish.
PROPOSED PROJECT: The applicant is proposing to develop the 5.26 acre tract into an 18-lot subdivision.
The applicant is proposing the installation of a driveway/access road that would begin at the entrance of the
property, along NC Hwy 50. The driveway would continue straight through the center of the property and dog-
leg to the east just beyond Lot 9. The access road would then follow the eastern property line and terminate in a
"hammer-head" cul-de-sac located on Lot 17. A private entrance for Lots 18, 19 and 20 would extend
northward from the end of the cul-de-sac. As proposed, a portion of the "hammer-head" cul-de-sac would be
located in "404" Wetlands. Impacts to this area, and mitigation for the disturbance, are discussed in the
Anticipated Impacts.
The applicant is also proposing to perform maintenance dredging in the existing canal and access channel to
adequately access the boat ramp area and for adequate water depth for proposed piers. The applicant proposes
to use a bucket and barge to complete maintenance excavation of a 450' X 30' stretch within the existing canal,
as well as dredging a 20' wide by 400' long by -5' (MLW) deep channel to maintain the existing access
channel into the canal. The applicant is requesting a final project depth of -5 feet at normal low water (NLW)
or the existing depth of the connecting channel. The project would generate approximately 1,700 cubic.yards
of spoil material. The spoil disposal area would be located adjacent to the south side of the canal area, where,
once dried, it will be used to fill the area behind the proposed bulkhead. The dimensions of the disposal area
are to be 850' x 60'. The applicant is also proposing to construct 2,000 linear feet of bulkhead landward of the
coastal marsh within the canal, and install approximately 1,400 linear foot of rip-rap water ward of the coastal
wetlands. The width of the rip-rap would average 5' offshore from NHW and in no case would the rip-rap
extend further than 10' offshore of the coastal wetlands. The applicant is also proposing to construct a 40' X
12' boat ramp with a 34' X 4' handling pier, install 5 piers (20' x 4') within the canal. One of the five (5) piers
would have a 20' X 6' T-head platform. In addition, the applicant is proposing to build a 4-slip pier into
Banks Channel from the northwestern tip of the peninsula. The pier would measure 100' long X 6' wide. The
water ward end of the pier would include a 20'X 20' covered platform with two 4' X 15' floating docks, one
on each side of the platform and two 4' X 15' floating docks offthe landward side of the platform, adjacent to
the pier. Water depths at the entrance to the canal from the main channel run from -1.0' to -5.0' at NLW.
Water depths within the existing man made canal average -3.0' to --4.0' at NLW. Water depths in the area
surrounding the proposed pier extending into Banks Channel average -2.0' to -4.0' at NLW.
10. ANTICIPATED EWPACTS
The proposed canal and channel maintenance dredging would impact approximately 13,500 sq ft of previously
dredged shallow bottom area within the man-made canal and approximately 8,000 sq. ft of shallow bottom area
outside of the canal. The construction of the proposed access road into the subdivision and driveway access to
lots 18-20, and the grading of the property for lot preparation, would result in the disturbance of approximately
1.7 acres of high ground and the filling of 1,543, sq. ft. of "404" wetlands. A 3,575 sq. ft. area of disturbed
"404" type wetlands adjacent to the "hammer-head" cul-de-sac would be graded and mitigated to support the
growth of coastal wetlands, specifically, Spartina alterniora. The mitigated vegetation would ge sprigged
throughout the area on approximately 6" centers as mitigation for the loss of approximately 1,543 sq. ft. of
"404" wetlands. The proposed bulkhead and tie-back installation would impact an additional 30,000 sq ft of
high ground. The disposal area for the dredging would impact approximately 50,000 sq ft of high ground, and
the proposed rip-rap within the canal would impact approximately 14,000 sq ft of shallow bottom area. Some
of the areas of disturbance for bulkhead construction and grading and lot preparation would overlap. The
proposed piers within the canal would incorporate approximately 656 sq ft of estuarine waters and public trust
area. The proposed pier and four (4) slip docking system extending into Banks Channel would incorporate an
additional 1,240 sq. ft. of estuarine waters and public trust area.
Submitted by. Jason Dail Date: February 19, 2004 Office: Wilmington
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
s ? I?+??sUl/.F'STMS'?dT'S
Name L•14wi¢c •?1iA12D
Address 1 ?o?a2 L?qN?
ry Rj( yW12i Nit State
Day Phone 22
Fax - - Z 0
b. Authorized Agent:
Name IQ t.l E OC.C.! 5
Address _ 1 3 g Gewn,.c ,aas? •T- C7?2•
City Rk!11' -tan/ State
4310
Zip 2Tzf pg Day Phone
Fax ?10-3q2-6 53.
b. City, town unityr landmark
F
?T??
c. Street address or secondary road nurn er
• .LN S GTIo ?
d. Is proposed work within .city limits or planning
jurisdiction? - "i' • yes No
e. Name of body of water. nWgst project (e.g, river,
creek, sound, bay) _-7o1PSA t1 o u , a
3. DESCRIPTION ANIJ PLANNED USE
OF PROPOSED PROJECT
' t
a. List all development activities you propose (e.g.
building a borne, motel, marina, bulkhead, pier, and .
excavation and/or filling activities.
2yD t?? ?CtST//?!G CAI?iKit. gzwVAIQP4MM:' CDWST. 'PIERS T R14?mj>
AND AccMS:5 POAD x•02 g. ??
suc3otVISION
b. Is the proposed activity maintenance of an existing
project, new work, or both? /3o'9'aV
C. Will the project be for public, privat6 or commercial
c• Project name (if any) tV
- D 2 oINT V
t 0. il No a b f escri lion of
`dJ ?' P purpose, use method
cti n and flail s of
Y op
erations of ' proposed
NOTE: Pcrwit wiU be issued in nano o ??p Q AC
Jia+tidoxburl or
ct. more space is needed, pled attach
D
project hanw.
?iv?g1G-J p nal?a • ?r?ovrn 'r3o gTING
ID v? E
STAB t\A cc -ss rg
2. LOCATION OF PROPOSED vaD R v?
PROJECT
. ?ta1 Q - tsnHC
.. . ??1ZatN? w t c.c. 8?? cc;?'?'tpt,is?i?
',??SLOW MIT N-Ttt,4ut440LW IQ
a. County NDIOR aRtoGUNE r.,?yY)i i. ?
?Lry am 41e yt G ^'VAtD
• 3EN1Np L??UGt{?AA cR T3?RY11
Revised 03/95
Form JDCM.hr
AND WATER
.111111 C1?ACTFRISTICS m' Describe existing wastewater treatment facilities
a' Size of entire
tract -
b. Size
Of individual lot(s) n. Describe locatioA and
., of the state. (For exa a of discharges to waters
c. Approximate ` ' . • wastewater ple, surface runoff
%pVL elevation of tract above ,sari
down".and redden jtal/?nercial effluent, `wah
or disch
d. , . arges)
---------------
Soil t
YPe(s) and textures
of tract '"•
N 0• Describe-exlstin
e vegetation on drinking tract water supply source.
L.
r?
j' Ma
n-made features s
N A ` now On tract . .
S? caHG ,
9. What is 114 4-0 G
CA P 5. AI3DYTT01??r
classification f the MA Land Use OMATION
site? lCO"l? r1u tort la'a ?g land
--,.. Conservation j In addition .t0 the
following items 'completed
a
Developed. • Transitional
Rural • must be submitt edPPlncauon form, the
Co
nununity , : •
Other ... A COPY, or the
5- a6ed s
now is ' .... . other instrument (win state •a
the tract ioned'b instrument under which the application only) or
by local government? to the affected properti U. PPl'cut clalrm tide
claiming t0 be . the?deed If the applicMt• is not
Is the forward a co owner of •sald property
proposed project consistent with the copy of , then
zoning? twhich the owneclor Other •Insuliment under
l4tmch toning GYes No applicable from the owner to caru tide' plus written permission
. Y out the project.
Has a professional archa• • An accurate, dated work
done for the tract? e?ys teal assessme and cross-sectional plat (including
If Yes, b _? drawin a ply vi
Y whom? - On?.an: g 1/2
Y es drawn to scale ew
in black
W Coastal ' by I.I . white
Resources PaPet.. (Refer to
Is the project located Zdetailed description.) omission Rule 7L0203-r a
Historic 'District or ?a ' a National R red I w
d
Register listed Qes•• it involve a o zC pl
or?elI ible na!° Q ease note that origins) drawls
??. Yes ?? pro erty? p Q only high quali gs are preferred and
NO, . '? 65 gprints or other larger plats wtll a accepted.
Are there weuan °D _> adequate number of r Qualtty are co acceBlue-line
n. w ble Only
Coastal ds o the.site? • ? .yam • L = LL- Ej ? appli Cant. ies are .f an
(marsh) No - (Contact P Provided of
_g
?v ,
?Y,. has a delis a? n'bOther.. Qnglneers regarding the U.S. Army corps of
' cond el.
p drawls
""lo, !Qags•) A site or location agency's use
of larger
U
.. requirements and it map is a part o
. ... . • .. guide agenc must be su?clentl f Plat
y personnel unfamiliar with y detailed to
the, area to the
03/9S ? -
t;
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
` 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. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name _MottN Got2E
Address ?? Zp g?Te,.i y
Phone
tArroAv .fie ZS ?
Name '7lpyyry4'sC
Address _ 90 Z CAS-s-G1?1 I
Phone
Name
Address
Phone
6. 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 conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the state of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
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.
A list of previous state or federal 'this is the 3RD day of permits issued for ,
work on the project tract. Include permit numbers,
permittee, and issuing dates. Print Name !4Itt,t? c.c.tS
Signature
Landowner o Authorized Agen!
• A check for $250
made payable to the Deparnne di t e a tta nts ertai
Environment, Health ` . p ning to your pro sed
, and Natural Resou oJ?t• ?
r
(DEHNR) to cover the costs of processing
application. - CM 12. n#E?ation and Fill Information
• A si ned - and Development
g AEC hazard notice for projects in -4 Structures Information
oceanfront and inlet areas. GOP DCM MP-5. Bridges and Culverts
• A statement of compliance with the N.C. DCM MP-6 Marina Development
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the. North Carolina
Environmental Policy Act.
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.

Revised 03/95
Form DCh1-,Mp-2
EXCAVATION
AND
FILL _
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MRI, Be sure to complete all
other sections of the Joint "Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
rill activities. All values to be given In feet.
-----------------
1. EXCAVATION
a. Amount of material to be excavated from, below
Mli)Y of •N- WL do cubic yards
as
b. Type of material to be excav ted ! p
Avemp Flaal -- S'fT Lr
liat WIdth Ezistto.Y pzvject .
?p? tkpth c. Does the area to
Access be excavated include coastal
channel wetlands ' (marsh), submerged aquatic vegetation
(ML (SAVs) or other wetlands? _ yes _IrNo
'6 j ?{OD Zp Z 5' `
s. 0
. d. Highground excavation in cubic yards --?yU
Canal
yso 30` -3.0` -S.o`
Boat 2• DISPOSAL, OF -EXCAVATED
basin MATERIAL
..:
B? , e ' 10 ?• a. Location of disposal area
p ?p lZ D •. ??o !YT-tfrrv zo WucNour- L.&r•c
Rock t;. r. b. Dimensions of disp
groin osal area
Rock c• Do you claim title to
breakwater if
rLgranting p Sion from
??,'. •' o the
ocher . %
(EzcludinY - 3 WtT'LgND d. Wil dis 8 F
s?nLing s +2•S t3A main Ce ar ? We
for future
aabuiuaon Sq?m5L in st. If y ? ?No
` tG3Z _ , wher
. P '
Form DCM-Mp_2
Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes ? No
i Does the disposal igplude any area in the water?
Yes _ No
3. SHORELINE STABILIZATION
a• Type of shoreline stabilization
Bulkhead ? Riprap
b. Length v ZOpp' q ' y00'
c. Average distance waterward of MHW or NWL
1 0' $ v
14VE'Rocor Ol~ . A Wtt,L
?a-So vL m
d.. Maximum distance tPR waterward of MHW or NWL
gP S ?i
If Yes,
(1). Amount of material to be placed in the
water -
(2) Dimensions of fill area
(3) Purpose of fill -
b. Will fill material be placed In coastal wetlands
(marsh), SAVs or other wetlands?
Yes `? No
If yes,
(1) Dimensions of fill area
(2) Purpose of fri-I -
S. GENERAL.
e. Shoreline erosion during preceding 12 months a. How will excavated or,fill rnatcrial be kept on site
and erosion controlled? ?p?? n
(Source o _
f tnfornsocion) _? l G t I Q /? :w ^
?• T pe of bulkhead or rprap material -?uc?µ??
% NE t3vc.K ??
a b. What type of construction equipment will be used
8• Amount of fill in cubic yards to be placed below (for example, dragline, backhoe, or hydraulic
water level dredge)? .
(1) Riprap ZSa CoYcs 3ivc?c.ttos aC 5-
(2) Bulkhead Facl:fit! S72iRGC.tM
--------------
h• Type of fill material. c. Will wetlands be crDssed In transportin to project site? g equipment.
Yes ? No
Yes;. explain steps that will be taken to lessen
i Source :of fill material - environmental impacts.
-------------
W
4. OTHER F
Q'
rLE ACTIVIT o
(Excluding Shoreline StabllIzati W APPU Jcct Nam?/NT lqT SURF eiTy
a Will fill material bebrought to e Co
. Si?aature ??
Yes - ?' O No
lhk
Rtllkd OU95
Form DCA2-NIP-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.
a. Type and number of buildings, facilities, units or
structures proposed ZO
b. , Number of lots or parcels Zc >
c. Density (give the number of re
units per acre) _ Z 3
- ? ? UNITS
d. Size of area to be graded,
including roads, ditches, eta

h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Divisi of Environmental Management for review?
Yes No
If yes, date submaWt4 cz, y-a-M : O? 3 ( Z8D3
Sl?IB - D3 Zla Yhod.t?t.c•t.
i. Describe proposed method of se age dis osa1.
Z
j•
sidential units and the
N S ' ,(04 C,
,Q c-rz
k.
filled or ?Iisturbed
I ,'7 rc ,
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. 1.
If applicable, has a sedimentation and erosion
control plan been isu?tted to the Division of Land
Resources? '? Yes _ No ,
If y date 49' r.:.v'nl t` 1 _2 003 M.
033 ?
f. List the materials (such as marl, 'paver stone,
asphalt, or concrete) to b used for paved surfaces.
5
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 2S 0
Revised 03195
Have the facilities, described in Item i above
received state or local approval? Q-
(Anach appropriate docu?n. u ,,n)
Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
'wash down" and residen ' discharges).
Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)_
reka" c `f ? l o ?..5 11111P -
, 0 3 op g
Will water be im ? Yes V_ No
If ves__hrar.
M prulect 1 Qc
eanf W developmentwhen
We
d and record g?
X0A a sooo
?1vi?r ? ?RF C
c Name
Signature Date
1

Form DCM-W-4
STRUCT -- -7-CI
U"3
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major e,
Permit, Form DCM-Mp-l. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1) ._ Commercial ._._Commuaity v" private
Canal Piers Banks Channel Pier Boat Handline pier
(2) Number 5
(3) Length 20'
(4) Width 4+
(5) Finger Piers 0
(6) Platform Yes
Number 1
Length 20+
Width 6'
(7) Number Slips 1
(8) Pros. To Riparian N/A
(9) Width Waterbody 75'
(10) Water depth -5'mlw
1
`
100' 34'
6' 4'
0 0
Yes No
4 floating; 1 stationary
15' 20'
4' 20'
4 0
N/A N/A
500' N/A
ralw =15'mlw
b. Boathouse (including covered lifts)
? NE
(1) e
Commercial Private
(2) Length
(3) Width
c. Groin (e.g- wood, sheetpile, etc.) NoNC :. ?
(1) Number
(2) Lengtb(s) _
d. Breakwater (e.g. wooi, sh
(1) Length tie, etc.) IVoNIr
(2) Average distance from MI W, NWL or
wetlands
(j) Maximum distance beyond MHW
wetlands > NWL or
Mooring buoys do 0V
r
(1) commercial -Community private .
(2) Number
(3) Description of buoy •
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f &a&
f Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial ____Community _ private
(2) Number
(3) Length
(4) Width
g. Other (Give'F111e descri lion)
FEB 3 2004
4)1m100 H
- ?-??urQ?s [?
S?St11re P?6$???'
Date ? , ? o ?-.
Revised 03195
ACCESS ROAD
WETLAND FILL: 143 SgFt (0.0033 Ac)
-_ 1 %

N 36' 2
THIS AREA (DOUBLE HATCHED) CONSISTS \
OF 3575 SgFt OF DISTURBED JURISDICTIONAL \
WETLANDS WHICH WILL BE GRADED TO AN
ELEVATION THAT WILL SUPPORT SPARTVVA
AL7rR-NIPL0RA WHICH WILL BE SPRIGGED
THROUGHOUT THE AREA ON APPROXIMATELY
6" CENTERS AS MITIGATION FOR THE LOSS OF
1642 SgFt OF EXISTING SIMILARLY DISTURBED
JURISDICTIONAL WETLANDS WITHIN THE OTHER
AREAS SHOWN ON THESE PLANS.
DETAILS OF PROPOSED WETLAND FILL
TOTAL AREA: 1642 SgFt (0.04 Ac)

"HA?J ER-HEAD" CUL-D-SAC
REQUIRED FOR EMERGENCY VEHICLES
WETLAND FILL: 1400 SgFt (0.032 Ac)
st sil
-- ft #I 7-mn4
y? `vA OF MEN-
BOAT RAMP ?S PN PGE
WETLAND FILL: 99 SgFt (0.0021 A t(P.\- M

CEDAR POINT AT SURF CITY
REQUEST FOR MAJOR CAMA AND DEPT OF THE ARMY PERMIT
SCALE: 1" = 60' DREDGING, PIERS, BOAT RAMP, AND FILLING FOR ACCESS ROAD
S & W INVESTMENTS LAWRENCE WARD
4616 GOMAR LANE
FUQUAY-VARINA, NC 27526
FEBRUARY 3, 2004
SAF.FT2 nt.?
MLW/MSL
' IELEVATIONS
CANAL PIER DETAIL
A
t3 ROCK RIP-RAP
SHORELINE PROTECTION
MHW 01.0' MSL) f t SECTION TO BE FQ.I.ED
r
mw (0' MSL)
COASTAL WETLANDS p
.._1 . __... _ . _.' j ...__ .4_._. BULE31EAD....
3 - SECTION TO BE DRED ED

BULKHEAD

,?
EXISTING GROUND SURFACE 0
SL°CT/oN f? ... ?t
TYPICAL SECTION OF CANAL DREDGING AREA
VERTICAL SCALE: 1'= 4.01; HORM SCALE: 1" =10'
6046 aF
D R sT0 L
$ r WL'T[.?
3?RIn S?cY-co^l .
HO SCALE
PLAN VIEW OF CANAL PIER CEDAR POINT AT SURF CITY
SCALE: 1"= 101 REQUEST FOR MAJOR CAMA AND DEPT OF THE ARMY PERMIT
DREDGING, PIERS, BOAT RAMP, AND FILLING FOR ACCESS ROAD
S & W INVESTMENTS: LAWRENCE WARD
4616 GOMAR LANE
FUQUAY-VARINA, NC 27526
FEBRUARY 3, 2004
SHEET3OFl
1 MLW - --_.?
EXISTING GROUND SURFACE
SECTION TO'BE DREDGED "
_. Y. ..
20'
???T70N1 13 - ? r
TYPICAL SECTI
oor
-3
ON MSL/MLW
NEAR END OF CANAL ELEVATIONS
MHW
MLW ... , .
EXISTING GROUND SURFACE
' SECTION TO BE DREDGED.
945-- 20' -- S
TYPICAL SECTION ALONG ,
REMAINDER OF CHANNEL
ACCESS CHANNEL DETAIL
\\j\? PG??
VERTICLE SCALE: 1"=4.01; HORIZ SCAL PSG P\,
GO
CEDAR POINT AT SURF CITY
REQUEST FOR MAJOR CAMA AND DEPT OF THE ARMY PERMIT
DREDGING, PIERS, BOAT RAMP, AND FILLING FOR ACCESS ROAD
S & W INVESTMENTS: LAWRENCE WARD
4616 GOMAR LANE
FUQUAY::VARINA, NC 27526
FEBRUARY 3, 2004
SHEET' OF
. MSL/MLW
ELEVATIONS
HANDLING PIER t
MHW.._: _
_ . _ D OAT '
MLW -- - _, yA
PROPOSED CUT - f .. TING GROUND SURFACE
-5.0' MLW - •_ _ SECTION VIEW `
ell s
VERTICLE SCALE: 1" = 4.01; HORIZ. SCALE: I"= 10,
PLAN VIEWp
SCALE: 1'= 101 FEB 4 240'+ 1V
DIVISION ll
?? L M At
DETAIL OF BOAT RAMP AND HAND?i??PTER
CEDAR POINT AT SURF CITY
REQUEST FOR MAJOR CAMA AND DEPT OF THE ARMY PERMIT
DREDGING, PIERS, BOAT RAMP, AND FILLING FOR ACCESS ROAD
S & W INVESTMENTS: LAWRENCE WARD
" 4616 GOMAR LANE
FUQUAY-VARINA, NC 27526
FEBRUARY 3, 2004
SHEETSOF 7
•"P
BANKS CHANNEL PIER DETAIL
SCALE: 1 «-20'
CEDAR POINT AT SURF CITY
REQUEST FOR MAJOR CAMA AND DEPT OF THE ARMY PERMIT
DREDGING, PIERS, BOAT RAMP, AND FILLING FOR ACCESS ROAD
S & W INVESTMENTS: LAWRENCE WARD
4616 GOMAR LANE
FUQUAY-VARINA, NC 27526
FEBRUARY 3, 2004
SHEET AOF L7 +
PROPOSED LOCATION OF
BANKS CHANNEL PIER
100 50 0 100 200 300
F
Map Date : 7/7/03
B&W Photography Date : 1998
Color Photography Date : July 2002
r 6
' Navigation Channel N
37Ft Setback

TAL ?
CEDAR POINT AT SURF CITY
REQUEST FOR MAJOR CAMA AND DEPT OF THE ARMY PERMIT
IREDGING, PIERS, BOAT RAMP, AND FILLING FOR ACCESS ROAD
S & W INVESTMENT'S: LAWRENCE WARD
4616 GOMAR LANE
FUQUAY-VARINA, NC 27526
FEBRUARY 3, 2004
SHEET? nF.7
Project Is In
AEC HAZARD NOTICE
An: . Ocean Erodible Area High Hazard Flood Area
Date Lot Was Platted:
This notice is intended to make you, the applicant, aware
of the special risks and conditions associated with
development in this area, which is subject to natural
hazards such as storms, erosion and currents. The rules of
the Coastal Resources Commission require that you
receive an AEC Hazard Notice and acknowledge that
notice in writing before a permit for development can be
issued.
The Commission's rules onbuilding standards, oceanfront
setbacks and dune alteration are designed to minimize,but
not eliminate, property loss from hazards. By granting
permits, the Coastal Resources Commission does not
guarantee the safety of the development and assumes no
liability for future damage to the development.
The best available information, as accepted by the Coastal
Resources Commission, indicates that the annual ocean
ere:ton rate for the area where your property is located is
feet per year.
The rate was established by careful analysis of aerial
photographs of the coastline taken over the past 50 years.
Studies icate that the shoreline could move as
much aset landward in a major storm.
The flood waters in a major storm are predicted to be about
feet deep in this area.
Preferred oceanfront protection measures are beach
nourishment and relocation of threatened structures.
Hard erosion control structures such as bulkheads,
seawalls, revetments, groins, jetties and breakwaters are
prohibited. Temporary devices, including sand bags, may
be allowed under certain conditions.
This structure shall be relocated or dismantled within two
years of becoming imminently threatened.
The applicant must acknowledge this information and
requirements by signing this notice in the below space.
Without the proper signature, the application will not be
complete.
Xj3p&cant's Signature
`/ J/D
Date
Inlet Hazard Area
SPECIAL NOTE: This hazard notice is required for
development in areas subject to sudden and massive
storms and erosion. Permits issued for development in this
area expire on December 31 of the third year following the
year in which the permit was issued. Shortly before work
begins on the project site, the Local Permit Officer will
determine the vegetation line and setback distance at your
site. If the property has seen little change and the proposed
development can still meet the setback requirement, the
LPO will inform you that you may begin work. It is impor-
tant that you check with the LPO before the permit expires
for official approval to continue the work after the permit
has expired. Generally, if foundation pilings have been
placed and substantial progress is continuing, permit
renewal may not be necessary. If substantial progress has
not been made, the permit must be renewed and a new
setback line established. It is unlawful to continue work
after permit expiration without this approval.
For more information, contact:
L4
6
Local Permit Officer
Address
Locality
Phone i 1J,
n?i
.a P [+ J'..? Eta ~.E?
Revised 11193
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action Id. 200300697 County: Pender Quad: Holly Ridge
Notification of Jurisdictional Determination
Applicant: wsbemi-wim Agent: Jennifer Burbank
Mitchell and Associates, Inc.
Address: 4616 Gomat Lane 3973 B Market Street
Fuquay Varina, NC 27526 Wilmington, NC 28402
Telephone: [phone] [phone]
Zone: 18 UTM: North: 3809025 East: 262067
Size and Location of Property(waterbody, highway name/number, town, etc.): The property is located adjacent to the Atlantic
Intracoastal Waterway, on Hwy 50, 2.9 miles south of the Surf City traffic Light, in Topsail Beach, Pender County, North Carolina.
Basis of Determination: Determination is based on information provided by Jennifer Burbank of Mitchell and Associates, Inc. on
April 2, 2003.
Indicate which of the following apply:
There are wetlands on the above described property which we strongly suggest should be delineated and surveyed. The
surveyed wetland lines must be verified by our staff before the Corps will make a final jurisdictional determination on
your property.
Because of the size of your property and our present workload, our identification and delineation of your wetlands cannot
be accomplished in a timely manner. You may wish to employ a consultant to obtain a more timely delineation of the
wetlands. Once your consultant has flagged a wetland line on the property, Corps staff will review it, and, if it is accurate,
we strongly recommend that you have the line surveyed for final approval by the Corps. The Corps will not make a final
jurisdictional determination on your property without an approved survey.
X The wetlands on your lot have been delin ated, and the limits of (Co= Uricdiction have been explained to you.
Unless there is a change in the law or our published regulatinnS, this determination may he re_lieyvinnn for a
nerind not to x ed five years from the date of this nntifi atinn
There are no wetlands present on the above described property which are subject to the permit requirements of Section
404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed three years from the date of this notification.
X The nroieet is located in on of the 20 t^oactal Counties- You chnuld contact the n crest State Office of Coastal
M9nage_ment to determine their reLirementc
Placement of dredged or fill material in wetlands on this property without a Department of the Army pen-nit
is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A permit is not required
for work on the property restricted entirely to existing high ground If you have any questions regarding the
Corps of Engineers regulatory program, please contact Lillette Granade at [phone].
Project Manager Signature
Date: April ?9,'2003 Expiration Date: Ann l 29,_ 200R
SURVEY PLAT OR FIELD SKETCH OF DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE FILE COPY OF THIS-EORM
CESAW Form 566 j
L
J 1! x-
[HANOVER DESIUIV S'LKVICE511-.A. NOTES NOT TO SCALE )
LAND SURVEYORS ENGINEERS LAND PLANNERS 1, AREA COMPUTED BY COORDINATE METHOD
319 WALNUT STREET ?° ry1a
' WILMINGTON, N.C. 28401 2, ALL DISTANCES ARE HORIZONTAL
PHONE: [phone], FOR REFERENCE SEE AS NOTED so a
FAX. [phone] SURF
LOT 11 MARITIME PLANTATIONS 4, SURVEYED FEB. 2003 CITY
11X17,HSR PROPERTY OF JOHN GORE, 6620 HOBTON HWY 5, 5,635 ACRES TOTAL AREA
CLIP! TON, NC 28J28 6, PROPERTY IS ZONED R-5
/ 7, ADJACENT PROPERTY IS ZONED R-5
SITE XI, PAP
1 ?'l~
(p FT W& AM= 400 FT LM -S FT 114. 900 qV \\
AMM TO 9E LONS A901E
404 OR COASTAL NEXAdOS
wwA o OF Aww?V14I 'COMMON AREA
10 I
COMMON AREA ?\ p? I
6'30'00. E,,
G a \ V r
1 ?\ ` 2
; ?,E 128.74' '
S 6' 00
2 1.3 ;`LO - - pill
-----------------------
•
00, 'o
I
? .. __ ... ..:_-: CAN - -
`-
_ !lt QREDgNG AREA
-,- -: ` . Jo-FT INDE AP W:800?CU--1'D?
2?u
To t : (a
t
• I
FraaPoSm BANNS alLAwra Pm - . .. . -? •
7
Fj CONoQw*w TO 9E LOCATED Sual nu
rDaL9w< IS ?Or OAR oaASra. NEAAADS
AID a OUTSDE W m FT COASTAL "m • - _
MITIGATION AREA
F??f or SEE SHEET 2_
APFRLAf -5 R Calroue Nq ` •?? ?`•, N 36' 20'27- W 2 9116' E C.M... Lb T 3-CHANNEL BEND
???? Y OF THOMAS STEECHER,• `902 GRETCHEN LANE.
l9Ggn?VCNA LEGEND pf?OPERT
NNF? ?`? `?? 'luw?-xrAO' ou-a sAC GREENSBORO, NC 27410
REMW FOR B1Di40V AEI W
LEGEND MEAN HIGH WATER
E.I.P. = ESTING IRON PIPE CEDAR POINT AT SURF CITY
--------- COASTAL WETLANDS
E.I. EXISTING IRON
E.C.M. = EXISTING CONCRETE MONUMENT •-----•---•- 404 WETLANDS REQUEST FOR MAJOR CAMA AND DEPT. OF.`THE ARMY PERMIT
RAW RIGHT of WAY
C.P. = COMPUTED DREDGING, PIERS, BOAT RAMP, AND FILLING FOR 'ACCESS ROAD
POINT 30 FT CAMA BUFFER
60' 30' 0 60' S & W INVESTMENTS, LAWRENCE WARD
4616 GOMAR LANE
DREDGED MATERIAL 1.
DISPOSAL AREA SCALE IN FEET FUQUAY-VARINA, NC 27526 n
(LOTS 14 THRU 20) 1' - 60 FT. S?Eg( 1 O F r
DA TE, FEBRUARY 3, 2004
1
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Cedar Point S/D County Pender
Project Number 04 0358 County2
Recvd From DCM Region Wilmington
Received Date 2/24/04 Recvd By Region
Project Type 18 lot s/d with maintenance dredging
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
CAMA vegetated O Y O N 1 77 7-10 S ? TT )w 30,624. 0.13 F F_ ?-
F- Non T'egO Y" _0N
F__ F_ F__ F_ FT 7(-,24 O.8-t
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y 0 N
Recommendation: Q Issue ( Issue/Cond Q Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
cc: Regional Office
Central Office Page Number 1
MEMORANDUM
TO: John Dorney Regional Contact: J. 51_E?WYU /5
Non-Discharge Branch Supervisor: TZ SH 1 ? E?Z-
Date: 3-27_3 T1 LI
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Cedar Point SID County Pender
Project Number 04 0358 County2
Recvd From DCIN1 Region Wilmington
Re ived Date 2/24/04 'Recvd By Region J? /9 -O
Project Type 181ot s/d,with maintenance dredging
Certificates Stream
.s gym. o _ Class.
Pejm Wetland Wetland Wetland Stream Acres Feet
Type TypeImpact Score Index Prim. Supp. Basin Req. Req.
CAMA vegetated F V ON F- 18-87-10 SA HQW 30,624. 0.13 ?-
%
`, 30,624: 0.84.-
Non-Veg x'0N
r-?- O Y O N ?????? ?,
Mitigation Wetland;;
Mitigation Type Type' 00 Acres Feet
101 °t'?UP
MAR 2 9 2004
F- F_
K'P4
TER
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y `(N Recommendation: Issue X Issue/Cond 0 Deny
cc: Regional Office Page Number 1
Central Office
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
?. ?CF W A TF9Q
?C G
co r
o -c
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
March 23, 2004
S & W Investments
Mr. Lawrence Ward
4616 Gomar Lane
Fuquay Varina, NC 27526
Dear Mr. Ward:
SUBJECT: Approval of 401 Water Quality
Certification and Additional Conditions
Maintenance Dredging, and amenities
Cedar Point S/D
DWQ Project # 040358
Pender County
You have our approval, in accordance with the attached conditions (WQC # 3400) to conduct the
following activity adjacent to your property located off South Shore Drive (NC 50) in Surf City in Pender
County. This approval allows you to:
1. Using the clam bucket to barge method for maintenance excavation of 450' X 20'section in the
existing canal and a 20' X 400' area to maintain the existing access channel to -5' (MLW) for a
total of 17,000 sq ft. of dredging impacts;
2. Construct 2,000 linear feet of bulkhead landward of all 404 and coastal wetlands (except where
permitted to fill 404 wetlands);
3. Construct a 40' X 12' boat ramp (fill 99 sq ft of 404 wetlands) with a 34' X 4' handling pier;
4. Construct 5 (20' X 4') piers within the canal with one pier having a 20' X 6' T-head platform. To
construct a 4-slip pier (100' X 6') into Banks Channel on the northwestern tip of the peninsula with
a 20' X 20' covered gazebo and four (4) 4' X 15' floating docks;
5. Fill 1,543 sq ft of 404 wetlands for a hammerhead cul-de-sac;
6. 3,575 sq ft of 404 wetlands are to be "enhanced" as 404 type wetlands by sprigging area with
indigenous 404 wetland species.
This approval is only valid for the purpose and design that you described in your completed CAMA
application received by the Division of Water Quality (DWQ) on March 19, 2004. After reviewing
your application, we have determined that General Water Quality Certification Number 3400 covers
this activity. This Certification can also be found on line at:
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone]

Page Two
Mr. Lawrence Ward
DWQ Project # 040358
March 23, 2004
http://h2o.enr.state.ne.us/ncwetlands/certs.html. This Please Certification allows you to use your CAMA
Permit when the NC Division of Coastal Management issues it. Keep in mind that there may be
additional Federal, State or Local regulations applicable to your project, such as (but not limited to)
Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations and Coastal
Stormwater. In addition, this approval will expire when the accompanying CAMA Permit expires
unless otherwise specified in the General Certification
This approval is only valid for the purpose and design that you described in your completed 401
Express Permit application received by the Division of Water Quality on March 19, 2004. If you change
or modify your project, you must notify the Division (DWQ) in writing and you may be required to send
us a new application for a new certification. If the property is sold, the new owner must be given a copy
of the Certification and approval letter and is thereby responsible for complying with all conditions. If
total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may
be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow
the conditions listed in the attached certification and the additional conditions listed below:
1. Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to this office and a copy to the 401/Wetlands Unit, North Carolina Division
of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650;
2. No excavation and no waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or
riparian areas beyond the footprint of the impacts depicted in the CAMA Major Application.
All construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices (turbidity curtains as necessary),
shall be performed so that no violations of state water quality standards, statutes, or rules
occur.
Please notify this Office at the number listed below if any problem arises during the
construction of the project that may affect water quality.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a
written petition conforming to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and
its conditions are final and binding unless you ask for a hearing.
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone]

A
Page Three
Mr. Lawrence Ward
DWQ Project # 040358
March 23, 2004
This letter completes the review of the DWQ Permit #040358 under Section 401 of the Clean Water
Act. If you have any questions, please telephone Joanne Steenhuis or Rick Shiver at 910-395-3900.
Sincerely,
? ?. C. V - ??Qh
Alan W. Klimek, P.E., Director
Division of Water Quality
Attachments: QC # 3400
Certificate of Completion
cc: Corps of Engineers Wilmington Field Office - Henry Wicker
CAMA Raleigh - Doug Huggett
WiRO- Joanne Steenhuis
401/Wetland Unit - Cyndi Karoly
CAMA Express- Jason Dail
Central Files
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] M %I

CHARLIE HOLLIS
Regulatory Consultant
138 Green Forest Drive
Wilmington, NC 28409
Phone/FAX [phone]
March 19, 2004
Project: Cedar Point at Surf City
Request for Express 401 Certification
S & W Investments, Mr. Lawrence Ward
Surf City, Onslow County, N.C.
Ms. Joann Steenhuis, Express 401 Program
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Dear Ms. Steenhuis:
Thank you and Noelle Lutheran for meeting with me this morning to go over our request for a 401
Certification for the above cited project. At your request, I have made the following revisions:
1. The request for riprap. along the canal shoreline has been eliminated. Sheets 2 and 5 of the
drawings have been revised accordingly.
2. Sheet 2 has also been revised to illustrate more clearly that the proposed bulkhead will be
located upland of both the coastal wetland line and the 404 line.
3. The proposal to convert a freshwater 404 area to tidal wetlands has been eliminated.
Mitigation in the form of enhancement of the area detailed on sheet 4 will be accomplished by
planting and sprigging the area with native species.
I am enclosing two sets of the application package each consisting of the completed 401
Application form with 9 sheets of drawings, a copy of the 404 delineation and a copy of the agent
authorization letter. I am also enclosing Mr. Ward's check (No 122 dated 3/9/04) in the amount of $1000
for the Express 401 Application fee.
Thank you for your help, please contact me if additional information is needed
in ,
C arlie o 's
Encls: As listed
Cy: Mr. ward
DECEIVED'
MAR 19 2004
M,7 . _ c??

122
STEPHENSON & WARD
REALTY. AND DEVELOPMENT CO., INC.
2112 SADDLETREE LANE 66-505/531
WILLOW SPRINGS, NC 27592 3 q O
n / DATE
PAY
TO THE V ttY Stud t`. F (.CJG? Qr ?? ?Cd
ORDER OF
S./f-- , tL C DOLLARS o»-
For Check Verft&U
Local 919.993.6257
>+ Toll Free 1-877-963-6257
FOR L e-(Y 0.,t- P0 c ?t _ --- -
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1
Office Use Only:
USACE Action ID No.
(If any particular item is not
1. Processing
MAR I %4 ion l ay 2002
DWQ No. IBY: `7 v ?
to this project, please enter "Not Applicable" or "N/A".)
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland erne fr o DWQ
Y401 Water Quality Certification (t? &Impkt. 14 IN.%oa (E'Xfew5s)
(2) ?G wn'tT
2. Nationwide, Regional or General Permit Number(s) Requested: 4 • Z C1 t CU 5 l4 e_ff
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: l_`_I
(:f1gM1q rn??or? - avisw eve"AN
II. Applicant Information
1. Owner/Applicant
Name: ,
Mailing Address:,
W
W rewacm W ARL O
Telephone Number: %q • <59 . ZZO Z Fax Number: Ck I q • 9SS7 - SZ 9 O
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization left
must be attached if the Agent has signatgry authority for the owner/applicant.) (le.ex:A&J 1)
Company
Mailing .A
Telephone Number:
E-mail Address:
Fax Number:
Page 5 of 12
D
M. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of proj ect: ?Er> i2 HoiN t 4T ZS-0 e.--7 Ct-r H
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County:_ ON S o w Nearest Town: So ME CI T 4
Subdivision name (include phase/lot number): A t2 f or N? Wr SO rzF C t-r H
Directions to site (include road numbers, landmarks, etc.):
5r S%om ot: C- 570 Z. rrt.t Lzs S'&&sy F v: N C Z 10 NC S0
.???? s e= cY-t os?!
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
7. Property size (acres):-. '
8. Nearest body of water (stream/river/sound/ocean/lake):- TPs4 t L S-ovA D
9. River Basin: amrwo rrl.- (Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at h=.//h2o.enr.state.nc.us/admin/maps/.)
=i7.) Page 6
of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Construct an 18-lot subdivision with water access to an existing canal and to Topsail Sound. Project will _
involve maintenance excavation of an existing canal and channel to a depth of - 5.0' mlw utilizing either a _
trackhoe or dragline. The excavated material will be placed behind a bulkhead constructed prior to the
excavation. Access piers and a boat ramp are proposed within the existing canal. 0.04 acres (1642 SgFt) of
404 freshwater wetlands are proposed to be filled in connjunction with the construction of the subdivision -
access road (1543 SgFt) and the boat ramp (99 SgFt). RipRap is proposed to be placed along the canal
shoreline (about 1400 feet in length) below any coastal or 404 wetlands and above the mean low water
(about 3 feet wide). -
11. Explain the purpose of the proposed work:
This work is necessary to provide for the orderly construction of the Cedar Point at Surf City Subdivision -
as described in 10. (above).
IV. Prior Project History I MAR 1 g 2004
If jurisdictional determinations and/or permits a or obtained for this
project (including all prior phases of the same subdivision) in the past,: please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued .for prior segments of the same T.I.P. project, along with
construction schedules.
UgACF- cTuri?s?ccr?oN?? as r>??„??ToN , f1f-c?oN SD oD3oo69??
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provider justification for the exclusion of this work from the current application.
K_
VI. Proposed Impacts to Waters of the United States/Waters of the State
?N:
It is the applicant's (or agent's) responsibility to determine, delineate, and map all impacts to
wetlands, open water, and stream channels associated with the project The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts:- Impacts of the proposed fills are:
1. Place riprap along the non-vegetated intertidal zone of the existing canal.
_ 2. Fill 1543 SgFt of freshwater 404 wetlands in order to construct the access road.
3. Fill 99 SgFt of freshwater wetlands in order to construct a boat ramp.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
access Pon D -- t t. L. . o39- Lr-5 -TO
M? t. L.
.DO
o
••

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hqp://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the
Total area of wetland impact proposed: . o&4 14 rwey-s
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.tol2ozone.com,
www.mgMuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: Al61,cr
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres
Name Wate)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
EX-Isnaa C r D
G(STLAI& Raw u u Z, 1

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation A/O N C
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to'site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techpiques to be followed during construction to reduce impacts.

'2Mv1DE Erne ae-Ncx N052itcL qcc ss _'-t 13aAY Qa MP WA s
"cpTi 1A -r47E ,e Qmm o;r LxMsv M ai k OR w e-r.KAiD s ,
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
A
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
htta://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed-restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
WWWAAlD 8y `PRIG MN !s ue' s M-W kILTA ti3PROP&14TS ai41n VIE_
-Mrs
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nd.us/IM/index.httn. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land? M"'
Yes E] No M
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 ,(/Randleman Rules and
Water Supply Buffer Requirements), or other (please identify /YO,KE )?
Yes ? No 21" If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
5IEs S?rv,?w? w ?TE,2 C rc' , 51 18' - b3O S 2
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject ?ility.
Su rt F C cr i S YBTElT1 ( f im n rr W Q- o o 7--z- -7 t i XIII. Violations (required by DWQ)

Is this site in violation of DW Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Page 12 of 12
kAgenrs signature is valid only if an authorization letter from the applicant is provided.)
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action Id. 200300697 County: Pender Quad: Holly Ridge
Notification of Jurisdictional Determination
Applicant: Mr;: it-Wat Agent: Jennifer Burbank
Mitchell and Associates, Inc.
Address: 4616 Gomat Lane 3973 B Market Street
Fuquay Varina, NC 27526 Wilmington, NC 28402
Telephone: [phone] [phone]
Zone: 18 UTM: North: 3809025 East: 262067
Size and Location of Property(waterbody, Highway name/number, town, etc.): The property is located adjacent to the Atlantic
Intracoastal Waterway, on Hwy 50, 2.9 miles south of the Surf City traffic Light, in Topsail Beach, Pender County, North Carolina.
Basis of Determination: Determination is based on information provided by Jennifer Burbank of Mitchell and Associates, Inc. on
April 2, 2003.
Indicate which of the following apply:
There are wetlands on the above described property which we strongly suggest should be delineated and surveyed. The
surveyed wetland lines must be verified by our staff before the Corps will make a final jurisdictional determination on
your property.
Because of the size of your property and our present workload, our identification and delineation of your wetlands cannot
be accomplished in a timely manner. You may wish to employ a consultant to obtain a more timely delineation of the
wetlands. Once your consultant has flagged a wetland line on the property, Corps staff will review it, and, if it is accurate,
we strongly recommend that you have the line surveyed for final approval by the Corps. The Corps will not make a final
jurisdictional determination on your property without an approved survey.
X The wetlands on your lot have been d lineatt& 2nd thslimits of ,gl=,jurisdictfnn have been x= 12inea toyer,
11nless there is 2 change in the law or our nnhlished r enl2tionsc this determination may he relf a anon for a
nerind not M exceed five years fMmLbe date of this noHfie2tion_
There are no wetlands present on the above described property which are subject to the permit requirements of Section
404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed three years from the date of this notification.
X The_j1rQieet k located in nne of the 20 Co2st2lCnionties You should contact the nearest State Office or Coastal
Management to determine their reCqLirements.
Placement of dredged or fill material in wetlands on this property without a Department of the Army permit
is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A permit is not required
for work on the property restricted entirely to existing high ground. If you have any questions regarding the
Corps of Engineers regulatory program, please contact Lillette Granade at [phone].
RECEIVE;
Project Manager Signature
MAR 19 20U4
Date: A pd] 2001 Expiration Date: April 2%
SURVEY PLAT OR FIELD SKETCH OF DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE FILE COPY OF THIS FORM.
CFSAW Form 366
WEXANO SURVEY
PELICAN POINT
AT TOPSAIL BEACH
TOPSAIL TOWNSHIP
PENDER COUNTY
NORTH CAROLINA
DEVELOPER. S do W INVESTMENTS
LAWRENCE WARD
4616 GOMAR LANE
FUQUAY-VARINA, N.C. 27526
PHONE.- 919 427-7985
DATE: APRIL 1, 2003
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f PLAT BFRS AS IEtiR= ALL AREAS Of WETLANDS
REWlATFDEIENPURSUANT.:TO SECM 404•Cr UIE CLEAN WATER
TNIACT AS OCT 44NED BY INC UNDER91GWON M DAIS
T1E5 OETERYalATION C SECOON 404 AW430101M MAYBE
RELlEa UPON FOR A MOD NOT-70 EXCEED B WARS FROM
1947TH DATE M OE1E M MADE VILOW IM
?,? ??ao3
sia,
At
an
N
Sl TE
LOCA 770N MAP
Aar m scut
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n
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]ID) ON INS DAIS
PEARS FROM
== 5 HOVER DESIGN SERVICES, P.A.
TON MANOR,.
q1 LAND SURVEYORS ENCINEERS LAND PLANNERS
,AjO3 6C?? 319 WALNUT STREET
Oi'?l WILM/NCTON, N.C 28401
WALL w ow PHONE: [phone]
#l?ea axed 10331-WETLAND.JW mmmm?
A.-1-4 nn..9nriDy
r. 60_ FAX 910; 343-9941 (((l i JJJI tJ+
TO WHOM IT MAY CONCERN:
This is to authorize Charlie Hollis to act in my (our) behalf in preparing documents,
drawings, forms, and other items as may be necessary to secure Federal and/or state
permits for the project identified below.
Project Name:... CEDAR POINT A T SURF CITY ...
Location:... SURD' CITY, DNSLOW COUNTY, N.C...
50
Si fined:.. ... '' • • •?'?•`?'•`? .............. ?? . .
Date:..:,.?02. ...... ?:.? -? ..............
MAR Y 9 2004
-------------------------------------------------- -------------------------L---------------------
ACCESS ROAD
WETLAND FILL: 143 SgFt (0.0033 Ac)
11J Sf ?
XC= AC)
s
\

.... .i .... ........ -?.
117
1400 SF
0,032 Ac?
I\ N 36.20' 27" W 239.16'
THIS AREA (DOUBLE )OATCHED) CONSISTS
OF 3575 SgFt OF DISTURBED JURISDICTIONAL
WETLANDS WHICH WILL BE ENHANCED BY
PLANTING AND SPRIGGING THE AREA WITH
NATIVE SPECIES AS MITIGATION FOR THE
LOSS OF 1642 SgFt OF EXISTING SEMMARLY
DISTURBED JURISDICTIONAL WETLANDS
WITHIN THE OTHER AREAS SHOWN ON
THESE PLANS.
"HAMMER HEAD" CUL•D-SAC
REQUIRED FOR EMERGENCY VEHICLES
WETLAND FILL: 1400 SgFt (0.032 Ac)
BULKHEAI
BOAT RAMP
WETLAND FILL: 99 SgFt (0.002 Ac)
SECTION OF WETLAND FILL
DETAILS OF PROPOSED WETLAND FILL
TOTAL AREA: 1642 SgFt (0.04 Ac) "tesr t=a?r- e4ol
CEDAR POINT AT SURF CTTy
SCALE: 1" = 60' DREGINGPIERS, BOAT AMA AND DEPT OF THE
D
RAMP, AND FLING FORAACC SSE ROAD
S & W INVESTbMNTS LAWRENCE WARD
4616 GOMAR LANE
FUQUAY-VARINA, NC 27526 FEBRUARY 3, 2004 Z 1EV SED 312-W
MLW/MSL CANAL PIER DETAIL .
r ELEVATIONS
' SECTION TO BE FILLED
• ?? 11'iHW (+1.0' ML)
COASTAL WETLANDS ® MLW (01'? ... . .
T
ED :.. _ _ ..... _ . .
. • - 3 :.. _ s SECTION TO BED
RED
EXISMG GROUND SURFACE
N: TYPICAL SECTION OF CANAL DREDGING AREA
- VERTICAL SCALE: -4.01; NORM SCALE:1"- 101
_ - - • • - BIII.ICHEAD
PLAN VIEW OF CANAL PIER
SCALE: 1"- 101
qnl -Cs=nFtcAlVloN
CEDAR POINT AT SURF CITY
REQUEST FOR MAJOR CAMA AND DEPT OF THE ARMY PERMIT
DREDGING, PEERS, BOAT RAMP, AND FILLING FOR ACCESS ROAD
S & W INVESIMIM: LAWRENCE WARD
4616 GOIVIAR LANE
FUQUAY VARINA, NC 27526
FEBRUARY 3, 2004 r=-g 3I 24 D
SHEET?OF5 110, Incl.
MHW
MLW
w _ EXISTING GROUND SURFACE
SECTION TO'BE DREDGED '
„... 20' „
i;
?L?'rto?t 13 13TYPICAL SECTION
NEAR END OF CANAL
MHW
MLW
EXISTING GROUND SURFACE j
SECTION TO BE DREDGED.
SEezripa -a
TYPICAL SECTION ALONG ,
REMAINDER OF CHANNEL
--s
RECEIVED
MAR 1 g 2004
BY:
SHEET OF / Q•
ACCESS CHANNEL DETAIL
VERTICLE SCALE: 1" - 4.01; HORIZ SCALE: 1" a 10'
rq0t ? r
CEDAR POINT AT SURF CITY
REQUEST FOR MAJOR CAMA AND DEPT OF THE ARMY PERMIT
DREDGING, PIERS, BOAT RAMP, AND FILLING FOR ACCESS ROAD
S & W INVESTMENTS: LAWRENCE WARD
4616 GOXAR LANE
FUQUAYNARINA, NC 27526'
FEBRUARY 3, 2004
Qs9>3jzf&4
?3
MSL/MLW
ELEVATIONS
. MSL/MLW
ELEVATIONS
t
HANDLING P!5R
MHW?__.._.?, , ... _.:....:....?, _.. - OAT r`'
MLw ?'. YAD$ t
-_ _ . _... f TING GROUND SURFACE _
PROPOSED CUT ? ........ _.._... ..:.,' ..........:............:...... .. :....: . _ ?
. ............ .
SECTION VIEW
VERTICLE SCALE: 1" - 4.01; HORM SCALE: 1" -10'
-HANDLING PIER
PAVED RAMP
PLAN VIEW
SCALE: 1' -10'
DETAIL OF BOAT RAMP AND HANDLING PIER
CEDAR POINT AT SURF CITY
REQUEST FOR MAJOR CAMA AND DEPT OF THE ARMY PERMIT
DREDGING, PIERS, BOAT RAMP, AND FILLING FOR ACCESS ROAD
S & W INVESTMENTS: LAWRENCE WARD
4616 GOMAR LANE
FUQUAY-VARINAj NC 27526
FEBRUARY 3, 2004 _ ?? jt sgp 3`Z.l b?
SHEET20F?
MAW (+.I`
50' TO EDGE OF SECTION VIEW
"F- FEDERAL CHANNELf°??
-- L_.,- - BULKHEAD
FIZZED PLATFORM
20' z 20' --
__ FLOATING DOCKS - - " - ' ' -"- ;- -
4EACH 4'x15'
PLAN VIEW
BANKS CHANNEL PIER DETAIL
SCALE:1 K = 20'
P-m-etvu-scy- FVM
CEDAR POINT AT SURF CITY
REQUEST FOR MAJOR CAMA AND DEPT OF THE ARMY PERMIT
DREDGING, PIERS, BOAT RAMP, AND FILLING FOR ACCESS ROAD
S & W nWESTME2T5: LAWRENCE WARD
4616 GOMAR LANE
FUQIIA_Y-VAWNA, NC 27526
FEBRUARY 3, 2004 ?tiy SED
SHEETS OF? 317-104
100 50 0 100 200 300
Fast
Map Date : 7/7/03
B&W Photography Date : 1998
,olor Photography Date : July 2002
Navigation Channel
37Ft Setback
`c
;_,,
A,

CEDAR POINT AT SURF CITY
REQUEST FOR MAJOR CAMA AND DEPT OF THE ARMY PERMIT
DREDGING, PIERS, BOAT RAMP, AND FILLING FOR ACCESS ROAD
S & W INVESTMENT'S: LAWRENCE WARD
P-ccoL5,15r 4616 GOMAR LANE
FUQUAY-VARINA, NC 27526
T=bT?- L10 ( FEBRUARY 3, 2004 1 <EV/ St-D 31Z(U
&RnFcc%-N ? SHEET 9 OF Q I
GENERAL CONSTRUCTON SEOUENCE
I YSIALL SILT FENCE AND CR.WL CONSTRUCTION ENTRANCES AND 9 AA-E0 SLOPES - 1NLS ARE 10 BE PLANTED ON TH-CE0 NM PARKS IKS WILLIAMS
GALL FOR INSPECTION PRIOR TO REDDEST FOR LAND OISNRDING PROrzGrW CO'AR'M-N1 TO RESTRAIN EROSION .11111
PERMIT WOPNwLDAA.FnMNXCOMPLETION DP.OSTUN O DING ATHLETIC
TEMP. DIVERSION DITCH 2 OBTAIN LAND DSUwewL PERMIT DE1NOiRTAIENx Ri 1.0 HE ILARTED OR PRDMttoq?G PROPEClIt
WI NA GREEN VMAX 6750 CO1LR NMw 15 µw`wG DAYS INSTAL RON TURF REINF. MATTING(TYP.) "E 305 1 M CALL I( TONER EASURESSIAS fASS AHOW fib] 1ONSEAPPRTOfDA PLAIN AND LATE ANDR All l SvEPOµ AS cO COMPLEX
PERMANENT RONS. LO TY
'23.40 #M fWne MEASUR TED N ON ME ARPRRO PCL_ MEASURES 1'1ILH 5[5, R INSTALL EROSION
N84 6 \ CONDITIONS x01(013 -LETTER OF ASITTE w VECnO By f LNO EISG IA ORS CHFI NERS.RCRAWL BASSEE CWAE ETC.
DUALITY ION6991 FOR MR
\ .. ? -. REL ONN anLE. 1 WHEN CONSTNUCTION '. fOURErz AND ALL AREAS ARE 5 AW IZCO. ,
Found s INSTALL CALL FOP 01 w'AY CTON BY THE LAND WALTY REGIONAL OFFICE
SF SNALNE .
MoM'myd ?? r ' ^?j" . gRAIN ux TO TO SEDIMENT M M DvEN DAPS S A ON EACH SIDE E W' EXISTING EXISTING AS SNOW. t. F ME SITE 19 AFGHTFAD. REMOVE . TEMPORARY OR RNS. 5LI
?P 'mot RNCnG DSTURI UnATAN AR[rf AND 0 SEED. PAW. OR wPRev PHASE I
fi. 'INSTALL RB' NDPC STORM OP AT LOCATION SHOW BACKFILL NEW 9[SULnNO gSTURBFO AREAS n5 OR R CONE R AS NECESSARY T
O SC PIPE PE. toUC
LJ \ gWNEI AT UPSTREAM END TO m PROMNUDE E ES0SCN D TU BYPASS 13 WH(xL SHCFSE U R ION S APPHUIH :I O ABL SHED. CALL FOR FINAL Stt INSPECTION
/ OFDSTE DRAINAGE TTRDDGM RPE AND REDUCE PORxn4 P THE PERFORMANCE BCxO r R[WIIRED, MIL
or THE WORM PTESTALL 4NNUM 6 NOM OF HA RO `N MIA, BE
]501OR EOIIAIJ M]qf REINFORCEMENT MAT ERO MAT n pWN RELEASED
EI
\ P BEOx TOPSOIL STR PPxt. SIOCMRLE TOPSOIL ON aTE AT LOCATION 1. TOTAL DISTURBED ANTE 11 Al ACRES
APPRONE
NN rg030N
COnmW O By OWNER FOR RE -USE ON PROLCCI. M IN
MEASURES AS REWIRED AROUND STOpPILE C01AMfNCE
T. GRAD xL ME STE. MA REWI ED MEASURES AS NECESSARY
km Found ` L0 'N ` ABLE THIS SHEET a NSTA_L THE REMAINING STORMWATER CWLCCnON -1. PROTECT
J(?? Af \ Nu TS NFH SLI FENCE CRAWL FLIERS SEDIMENT TRAPS OR OWS
1
Imn ?r D APPROVED MEASURES AS SHORN ON THE PLANS. MANTA` SEDIMENT o
BASINS N RACE UNTIL FINAL STALES OF GRACING
OR ON . DO NOT KNOW
MONROEI
1 / • 4A N 1 uLMxoois wo a.Cno[AO .RE.sTAnME coxR s EsT.RLV.ED
' IMPACTS NORTH CAROLINA
m
r' 0 L.F.
PERENNIAL STREAM
/
1 -
o DW0022404 /
' CITY OF MONROE
TST.7 HOC] Faune
C SEE TABLE THIS SHEET CITY OF MaADE REFERENCED STANDARD DETAILS PARKS AND RECREATION
raune? ?- ?? 2 6-b0 SL111NCE RISTAUnION DEPARTMENT
TE URARI DWASON OTC`
1[W09WY SEDNENT TRAP
40 $' 1110 SLRt ({011 TRIGION INmWCE
/ ?65 4 I
/G as..RrM.' mRfx FOR
3,190s(owc H[ouRU[xrtn s
FOR EROVOx c1xmW Hadenstanziale
' lronF _ / Fie: uwiMR /tl / planning
Fin. Grad =601 00 wE? ` I EMP Wu s r???/ I landscapearuu)ttmre
?? % / i I ITCH ? r tivilenrulg
TEMP,DRIERSI
GREEN ON DITCH ? ALE SEE
?1 FN0. VMAY G350
TURF REINF. MATTING (TYP ) IMPACT2 11 41,
149 LF.
l / / i/ 119E 1riaR-l `+ a. `I
Qj 76
Fen.Gr e=59400
Is.
LINE EXIST. DITCH WITH \\? IMPACTY S _ \ NAPKYL/ \ ,
NA GREENVMAXC-350 ,. ?\ 220 L,T. I ..?' + 4 .
TURF REINF, MATTING (TYP.)
r
tF6
NOT FOR
CONSTRUCTION
INTERMITTENT STREAM (i)
OWO 02 24 04
0 20 40 80 NORTH
% RIPARIAN PLANT ZONE rs of ?? ar?eTENTRANCE
PENSIONS:
S \
(PARKS WILLIAMS ATHLETIC COMPLEX
NPwM„w.NP.M.NAd.wMMlxew.M,.Nm '? - ''? -
3 2/23/04 REVISED FIELD LAYOUT
I,TemponrySediment Trop MAX SAC
oow.ml - ii - - SEDIMENT & EROSION 2 119/34 PER `COINER COMMENTS
1-1-1-i T. 1 FNN-
CONTRIX. LEGEND: 1 12111103 ADDENDUM NO..1
n1 L.rJ. .MN M.9e, N9n Nan RIP. ; ' , / - NO: DATE WORKDONE
n. it s Iw u - i ??,,? / - 1l '? (•? -AN' LT?Rrtf1+w ,. c owiq SF
I w- / , I
? r T SCALE: 1"=40'
5 ii a - !S -_ '?._ ; ';?• , r R1wExF - 911 rEH4 1?PP
1 DATA DECEMBER 12003
..- -- -- - l PN9rz
U, NAI
III 0111L SHIE,
PROJECT NO' 03343
zl
-FUR CHECKED BY: JDW,ROL
%" Ir. v PHa1.M -
/ ,F ,9 rNN1a, DRAWN BY: ABL
L AwwY?K.- fay FILENAME: plans,0d-grading.dwg
W1nW. ,, p1?LN :11N -, wmm R T canpN TITLE:
E /
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@PN" EROSION
o CONTROL PLAN
1DEM,ROK IPNSNAY
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I I„ Q 4-'IW!I ONSIPLCI INA[IMI?OA
LV
E.ICA.110N MMA
VICES P.A. OVER DESIGN SER HAN Nor ro scALE
LANG SURVEYORS ENGINEERS LANG PLANNERS J
319 WALNUT STREET WILMINGTON, N, C. 28401
PHONE: [phone] Wo ~ o
FAX; [phone] o ~ ~ N ~ `l
i1X17,HSR ~ 'o G
w s 0
U~ a SURF
C1 TY
~
ti ~d ~ ~
~ h0 \ P G~ G 0
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~ ~ J ~P
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I I
I I
LOT 11 MARITIME PLANTATIONS
PROPERTY OF JOHN GORE, 66.20 HOBTON HWY ~ti h' h~ti~
~C~.INTON, NC 213,.328 I ~ ~tQ.~~~'~ a'
~ ~ I I
TATIONS - - MARITIME. PLAN P,A,~RI~Illvlf C)fclVl~ ~ :
~ ~ ~i `
~ 1 r~r~ I i I I I L...-_ I I
~ I AAt~S pIN18 OI~C AIWA / 1 I I I f I I i I 1
(2D F! MG4 ARNW~ 100 R lOM'i -3 R ~ 100 gV10S 1 ~ 1 i ~ ~ 1 I I I I I I V I 1 I I f I
~ i~ 11 1 ~ I 1 ~ I I I I I I I 1 I i 1 i
~ ~ CC /r r'' / I COMMON AREA I y I fi I 7 I ( i ~
/ \ / ~ r ~ ~ I I I I I i I I I i I I I f 1 I I i -
I I I I i L... I
/ / ' 0 ~ . \ 1\ ' , ~ ~ COMMON AREA ~ /5 AS , ~ ~ ~ I I i I I i ~ _Q
. _ E 128.74 ~ _ _ . ~ 36' 30' 00" E~,, 965.64' I ,
/ ( w w w w w wwwrr' ~ w w~ w w w w wwlw+ w'w 7w ~+i w wwA~ w'~M. w~~ 'w w w ~ , ..1 ..L_ ~ ~,1._.... 1, G~' _ ~ IH I ~ ~ ~ I
v 1 _ cn . ~ I
w ~ ~f ~ _ ~PIpP ~ ¦ ~ ~ ~ 7 ~ N. JU1iN COUPkN I ¦ ~ 1
~ , o' ~ ~ ~ ~ ~ ~ ~ - ~ - - 6 , ri ~ - ¦ ~ ~ w vv - " 1
1 ~ ~
C I 4 ~
_ _ . ,N ~ , ~ ~ ~ "a.~... ¦ ~ r ( ~ ~ ~ I , ~ !S _ ~ t?(~YGc C~ KAY I
. ~ - _ I
i 6 _ CANAk.DREDpNGAREAv , `1 . W.S. ¦¦¦¦~r¦¦¦¦ ~ ~ ~ ri. ~ ~ i , ,
` - ; _ "a _ FT IN A _FT... -S_FT.. IDS ~ . 0 ~
~ ~ r . V i ~ ~ _ ° ¦I
1 ~ I I
h., ` .
~ ~ wi ~ ~r ~ ~ G ~ I ! I ¦
~ ~ 1 ~ ~ ~ ~ fa ~ - I• ~ 3 Y I ~ I I I L 'I.': j•
- w . 7
. ~ I g ~ ~ I
1, g N~ I I I I I ,I ~ 'I i I I' ~ I ) ,I' ~ f
~y, ,
~ ~Y ~ ` o ~ - ~ ~ ~ I r y ~ . 1K _
FDA .1 .
,w~wc rr aw~r NA `til N 36' 20' 27" W 2 9,16' , M.._.. . ~ ' ` L~T~;i Cpl-IANNt~ L BEND yin _ . N 36 20,27 W 71 .08 ~ _ BEND ~ i ~ ' ._...I
Ay _ PROPEI?TY~()F Tf MAS STf~fL'NER, 9fJ2 GRE1 Ay ~ '~N~ ~ 'wu~?-moo' ax-a~-sic GRE~f~N~ RO, NG 17410 "R 9fJ2 GRE1"Cf•IE:N -LANE _ _ I _ _ a. i I
" ? ~ AMt OERCENCI' if11pE'S AEOIA~O ~ .S I ~ 1 I 1
I I I 1
~ i /NfW y~f~M 1 { YW~1 /NEW
~ ~ I i ,J
~ ~ CHANNEL BL ND L. - _ _ I I I I I
, ~ COMMON AREA I I { I I I
I I II
~
i ' ~
~ ~ / ~ ~ \ ~ I I I
~ i 1 ~ i 12 ~ ~ 1 I I
~ ~ i i ~ ~ i ~ a ~ ~ i yey'~~a 1 h ~ ~ , k.
1 i 1 I ~ + ~a. `
~ i ti ~ I I I
1 ~ 1 ~ I ;i I I
NOTES ~ I } i I I
I i I I ~ ~ I
THOD ~ 1. AREA COMPUTED BY COORDINATE ME ~ ~ 1 ~I
i
HORIZONTAL 2. ALL DISTANCES ARE t '
1 1
AS NOTEO 3. FOR REFERENCE SEE
PLAN VIEW SHOWING ALL IIN ALL PROPOSED WORK G
' 4. SURVEYED FEB. 2003
5. 5.635 ACRES TOTAL AREA
6. PROPERTY IS ZONED R-5
7. ADJACENT PROPERTY IS ZONED R-5
LEGEND
LEGEND
E.LP. = EXISTING IRON PIPE w ~ MEAN RICH WATER
EJ. = EXISTING IRON
- XISTING CONCRETE MONUMENT coASrAt. wEnANns E.C.M. - E
-•-•-•w•-•-•• 404 WETLANDS
RAW = RIGHT OF WAY
C. P. = COMPUTED POINT REQUEST FOR MAJOR CAMA AND DEPT, OF THE ARMY PERMIT
DREDGING, PIERS, BOAT RAMP, AND FILLING FOR ACCESS ROAD
o' S & W INVESTMENTS: LAWRENCE WARD
Copyright ® Hanover Design Services, P.A., All rights reserved. Reproduction or use D DREDGED ISPOSAL MAAREATERIAL of the so' 30' 0 so' in tors 14 AREA 20) he contents of this document, or additions or deletions to this document, l 4616 GOMAR LANE
whole or art, without written consent of the land surveyor, is prohibited. p cue IN FEET FUQUAY-VARINA, NC 27526
1. • 60 Fr
Only copies from the original of this document, marked with on original signature and MEMENNEEI LIMITS OF DISTURBANCE DATE. JANUARY 29, 2004 REVISED MARCH 2, 2004 SHEET- 1 - OF q___
original seal of the surveyor shall be considered to be valid and true copies.
16
: 13:00:41 03/02/2004

ES P.A. 1 NSERVIC R DES G HANOVE NOT TO SCALE )
LAND SURVEYORS ENGINEERS LAND PLANNERS
319 WALNUT STREET WILMINGTON, N.C. 28401
PHONE; [phone] 0
FAX.' [phone]
11X17,HSR o ~
so
SURF
C1 TY
J
ti
~d ~ ~ ~ ~ h ~ P
G ~ p~ 0
~G
i ~P
X P
~ c) T 7 ~ MA RI .~,ME~ F'1 ~ N TA TI C?N'S
F'RC~PEf;' 1~Y Of~ JU~~N GDf~'E, ~`62~) f~~0~ TC)1V HVVY
IN TCN NC ~?832~
4 ~ ~
~ ~
A- - ~ ~~1 ~ f~'f T ~I N1 L-. F L. A l~J ~A 17 ~i1~1,
~ ~ .w T
~ ~ / ~ ! ~ f L~
~ ~ ,r .v. _._.Y-
~ ~ .rte / ' I I
~ ~ ~ ~ ~ y
~ ~ 401 OB COASrAL NERANDS LOCA>Eo I LOCAlEO
~ wA1ERMAHD aF BULKHEAD 1 f
9 MEAN HIGH WArERiN~ IS 1HE ~ ~ p. , 11 ~ ~ PROPERrr LINE ALONG ~+oRE , ' ~ 1 ~ ~ _ I
t; UM;VION` Ar; EYE V I ~
0 Z~ ~ ~ r 1
~ i ~ i , r .r '1 r,
~ ~ 6 ~ ~ _ t
i~' ~ ~ 9 ,r
0 0 ~ COMMON Af~E A _ _ , .N ~ - , ~
~ _ ~ , ~ ~ I - _ , - S 36 30 00 E ` 965, 6 '
2 ' ~ .2 , ~ , S 6 34 00 , ,E 2 . ~ ~ ~ ~ ~
J / ,
. _ _ .y /
1,3 ~ Z . ~ , , 1. -
_
. ~ 0 _f
1 • - _ . ~
. , D~• ~ - _ ~ ~
/~^y l .r ~ - . _
,._V.. ~ A 1 _ _ _
I ~ ~ Z ` BUKKEAO rD aE LOCarEO~A~o?~ ~ i ` ~ oR c ~nANDS _ . . ~ . _ _ \ 3 _ _ _
~ , 4 _ , ~
- . ..w...~. _.n__. , ~ - I.
_ ~
0 ~ ~ _ ~ 1 _ _ - ! ~ _
_ ~ ~ ~ ' l~)
/ ~ _ _
\ ~ . ~ ~'I r,,, w,aw~. T,
~ ' rte, t~ ~ ~I~
~ BUKNEAD TO BE_LOCATED A80VE ~ '
~ ~ ~ ~ ~ ~ 404 QR COASTAL wE11.ANOS
~ ~ RdPOSED WETLAND ~ AREAS QF P FN.L ' _ _ TOTAI 1,642 (0.04 ACRES) ~ I ~
I
~ ~ ~ ~
+.e"s ~ I (
I`
r I' ~ ~ ~I -
FT ~ ~ 1 ~ ~ I I~ 1
F ~ ~ ~ lB ` I ~ ` ~ ~ ACCESS ROAD ~ a _ n, ~
k ~ I~
.ter 1
~D 404 oR COASTAL MEnANDS LOCA7E0 ~ F OF wATERWARD of euLKHEAD ~ ~
_ Nq . N 36 20 27 W APPROaL ~ Fr CONTOUR f/f ~ _ . 0 27 W 2 9,16 E.C,M,_. _ _ t.~ 1 1.~ ~f-1~~NNZ:L dt.N~~ N 36 20 27 _
~o ~ Cy E'l•ZC~r ~ k 1-1' ~..r t }-~,M~'.._ ._F.f ..HER, J E~
qN ~ NF ~ . "HAMMER-HEAD" CUL-OE-SAC >tx'f f•.J ; C`~C~ '),7!~ ~ ii
~ MEAN wA~uNE ~ INE ~ ~ ~ REWIRED FOR EMERGENCY VENIClES ,
PROPaerr LNr~ ALANC sHOrzE ~ 7 .
~ ~ ~
~ ~ ~ ~
~
~ \ ~ A ~ -
~ -
~ _ ,.w.._ F~......... ~
~>fi 27f,~,~ i;r~, t i ~,~rr t '~,t~.~ ~
ND TES
METHOD 1. AREA COMPUTED BY COORDINATE 1
/i
DISTANCES ARE HORIZONTAL 2. ALL i
71
3. FOR REFERENCE SEE AS NOTED MEAN HIGH WATER LINE AND BULKHEAD PLAN VIEW SHOW NG JLKHEAD
4. SURVEYED FEB. 2003
A RES TOTAL AREA 5. 5.635 C
~
6. PROPERTY IS ZONED R-5
7. ADJACENT PROPERTY IS ZONED R-5
LEGEND LEGEND
E.LP. = EXISTING IRON PIPE
- - - MEAN HIGH WATER (PROPERTY LINE)
E.I. = EXISTING IRON
M = EXISTING CONCRETE MONUMENT - - - - - - - - - COASTAL WETLANDS E.C. .
R\W = RIGHT OF WAY
3n Fr ra~ua Rr1FFFR ...n nre~r nr r„r ~n,~v nrn,I1T
C. P. = COMPUTED POINT v~ HLOUL51 FUK MAJUK LAMA AIVU Utf'I. Ur Iflt AITMT rcRMii
BULKHEAD DREDGING, PIERS, BOAT RAMP, AND FILLING FOR ACCESS ROAD
Copyright Hanover Design Services, P.A., All rights reserved. Reproduction or use WETLANDS 40' 20' 0 40' S & W INVESTMENTS: LAWRENCE WARD
of the contents of this document, or additions or deletions to this document, in 4616 GOMAR LANE
whole or port, without written consent of the land surveyor, is prohibited. FUQUA Y- VARINA, NC 27526
DATE. JANUARY 29, 2004
Only copies from the original of this document, marked with on original signature and SCALE IN FEET REVISED MARCH 2, 2004 SHEET_ 2 _ OF
original seal of the surveyor shall be considered to be valid and true copes. REVISED MARCH 19, 2004
1,,.u1:25 03/19/2004

ERVICES P.A. R DESIGNS , HANDVE
LANO SURVEYORS ENGINEERS LAND PLANNERS ( NOT TO SCALE )
319 WALNUT STREET
WILA~INGTON, N.C. 28401 PHONE: [phone] p
FAX: [phone] ~ ~
~ ~ ~o G
11X17,HSR so
SURF
CITY
J,~
ti `fib ~
~ hp \ P G~'
G p ~ ~
~G
i ~P
X P
LOT 91 MAR111ME PL_ANTATlONS
P1; OP[~RT Y OF~ JOf ~'N GOF~E-, 6620 1-~Of.? TON F~I WY
~ !N TON, NC 2F3328
~ ~
~ ~ r - - ~ - r . - MA,~I IIM~. t~LAN ~A ~tO~J.
~ ~ ~
~ ~ ~ ~ / I?~ ~20
~ ~
AC1~SS CNANNEI OREDpNG AREA ~ 1 l i
(20 >-r wro~ APPRO~ 400 ~ IoNG -s ~ k~ lion p? ros ~ ~ I
~ ~ I I r" ~1
9 ~w try a nrE i ~ p. , 1 r ~ ~ ~ I I / 1
PROPERrr I.~ AIONC SHGRE ~ y.. i ' ~ I ~ (,OMMO,~! A~'EA <
~ I i ~ 10 ~ I
Z• ~ ~ ~ '
~ I ' ~ I I .
6 ~ ~ 1 I i _ ~
0 0 , ~ \ ~ .f ~ ~ ~ ~ I. GGMMON ARcA ry _ I ~
~ ~ a y, ` . , - I
V , ~ ~ ~ ~ S 6 3d 00~~ E 128.74 ~ •2 ~ _ . . ~ '~i • 1 11 ~ 1 ~ i 5 _ ~ ~ 36 30 DO E~~. 965.64

~ - - ~ `
2 ~ 1.3 ` ~ ' ~ r' ~ PROPOSED BOAT RAMP' , `
. ~ , ~ .r --¦'C".~. ~ . ~ - ANO HANDLING PIER ( ` 3 ~
~ _
0 1' _ ~ ~ ~
' ' \ -
~ • _ 1
~ \ _ ~ ~ ~ , ' _ _
,M ~ I _ ~ ` 1 _ ~ ~ - _ - _ ~ ~
~ ` _ ~ '
_ _ i
~ . \ . ? ~ I , ~ ; _ : - L'~ANAt:11RFDGING AREA
~ ^ 4 _ ~
~ ~ ~ \ ~ _ _ ~ F~~ WIDE_ ARP-ROX.__ 50~T 14NG --5 FT ML N! .800 CU YDS _ _ _ _ .
/ ~ ~ ~ ~ _ _ > ~ _ _ _ . _ _ _ _
` _ - . _
\ ~ ~ r,., CEO. NAL o0~c ~
~ cA b~
PROPOSED CANS PRApOSEO CANAL OCK ~ / ~ I PROPOSED CANAL DOCKS

\ \ \ \ t \ ~r1 ~ ~ r' ~ AREAS Of PRdPOSEO NEIIAND flll, I . rorAL t s4~ as ACES t ~ I:
1 . \ 1_\ _ ~ `I
PRGPOSED BANKS pIMNYE7. PIER _ , s , \ I
~ \ ` I I
I1-__ I _ I
0 ~ J ~ ` III
ACCESS ROAD I ~
~ ~ q~ ~ . k - f I
- - _ ~ - _
FD F
N 36' 20' 27" W ; _ N ~ ,a '..E .M - , - r ~ 1 27 W 2 9.16 . - ~ T r . A l~ , , N 36 20 27 ~ ~H rJ E~ Qtr~~.
APPAQK s ~ oarrouR A _ _ c A . n
~ RO, tRTY .1F T MAS ~rEECHER, ,~U2 G~~?E. Cf~~1V I_a,dt
N ~ ~ Fl '?~~ER-SAO' cut.-oE sac ~'~,~~f~,~,l,`;F~>~ NC; ~%7~ _ _ C. _ , ~ 1
I~iw h~l IYA1ERl11~ IS ~ ~ PRCPER>Y !M~ AIGNG SHORE ~ REQUIRED fOR E~IERCENCY ~ENICLI:S ~ A t tl
l
~ ~ ~
~ ~ \
~ ~ \ \
~ \ ,
~ (;(:)MMOl~r AhFA
NOTES
BY COORDINATE METHOD ~
1. AREA COMPUTED i
ALL DISTANCES ARE HORIZONTAL 2.
~ ~
3. FOR REFERENCE SEE AS NOTED ~l
_ ANAL ACCESS CHANNEL DREDGING AND PLAN VIEW SHOWING C ~G AND PIERS ~ ~
FEB. 2003 4. SURVEYED ~ ~
5. 5.635 ACRES TOTAL AREA
1 ZONED R-5 6. PROPERTY S ~
NE R-5
7. ADJACENT PROPERTY IS ZO D
i
1
LEGEND LEGEND _ __y__. _ _ _ - _ _
E.I.P. = ExISTiNG IRON PIPE - - - - MEAN HIGH WATER (PROPERTY LINE)
E.I. = EXISTING IRON
= EXISTING CONCRETE MONUMENT - - - - - - - - - COASTAL WETLANDS E.C.M.
R W = RIGHT OF WAY 30 FT CAMA BUFFER
. - .a.. .r~~.rrn nniuT Q~nli~cr ~nQ ue.inQ re?ie etin n~vr nF rNF eR~v p~R~ir
U.P. uUmt-U to rvnv r
DREDGING, PIERS, BOAT RAMP, AND FILLING FOR ACCESS ROAD
Copyright Hanover Design Services, P.A., All rights reserved. Reproduction or use 40 20 0 40 S & W INVESTMENTS. LAWRENCE WARD 4616 GOMAR LANE
of the contents of this document, or additions or deletions to this document, in
whole or part, without written consent of the land surveyor, ?s prohibited. FUQUAY-VARINA, NC 27526
Only copies from the original of this document, marked with on original signature and SCALE IN FEET DATE. JANUARY 29, 2004
original seal of the surveyor shall be considered to be vol?d and true copies. a FT REVISED MARCH 2, 2004 SHEET- ,3--- OF
13:02:45 03/02/2004

VICES P.A. VER DESIGNSER NANO ( NOT TO SCALE )
LAND SURVEYORS ENGINEERS LAND PLANNERS
319 WALNUT STREET
WILMING70N, N,C. 28401 PHONE: [phone] ~ ~0
FAX; [phone] ~ ~
'o G
11X17,HSR so
SURF CITY
J~
N ~6, O
~ h ~ P G 00
~ ~ ~G
i ~P
X P
I I
I I
LOT 71 MARITIME PLANTATIONS PROPERTY OF JOHN GORE, 6620 H08TOn1 HWY ~9h l yti 6.,~y
i~`~INTON, NC 23328
~ \ I I
i DNS
' - MA \ ~ - MARlT1ME PLANTAT MARlT1ME DRIVE
712-120 , I I T-------~-
ecc~ss auMa a u~ ~ , ~ - ~ ~ I , I i I I I i I I
(ac rr roe ,waeati goo ~ ~a+a -s n ~q; roa av ms ~ ~ ~ , , ~ I I I 1 I 1 I I I I I I 0
~ ~ Mpg , 11 ~ ~ t I I I I I
( ~ y - - ~ ~ ~ > > COMMi ~ I I I I I I I COMMON AREA I I 8 I 7 I 6 I 5 L______________I I
\ \ I \ ~ I I I I I I I
I I I I I 1 I I I I I I ~ I ,I I-.., I
'1 \ \ ~ • _ ~ ' S ~ 0 ~ \ ~ ~ i' COMMON AREA - - - --1
--z-...._.._. .jry i - ti ~ ~ _ ti ~ ~ ' ~ ~ ' r `y ~ , ~ . i I I I I I I -'Q I I t ~ 'iG-
3~ ~ ~ - 36' 30' 00" i ~ ~ ~ ; S .~6 00 . ~E 128.74 - , ~ a - - ' 00" E` 965.fi4' I ,j'' ~ I I ~ rJ _ _ _ 36 30 ~ I G• ' - - -f~ t--"- I _ _ - ~ te~ I -I
'
1,3 - a~avosEOearwwv.,.. • ~ 2 ~ ~ Mo wwourc aat ¦ ~ - I ' ¦ I 1 ~ N I JOHN C~ DOPER i ".l I 1
p• ~ _ I ' . - cn i ~ I, 923-7;;0 i
- \
• - ` ~ ~ / r i ~ ! II , ~ Sr'
_ a . 12 _ _ 1.7 - - ° . ~ . ~ ~ ~ ~ ~ , ; 110...,.._. - .
_ _ . e ~ - - - - _ ~ _ _ ti _ ~ - ¦ I
_ - - I ,
i 6 ~ ~ AL - - _ . ~REDpNG~-AREA- p• s - - - - n - . - ~ i ~ * - - ~ I
- - - OO CU 2.0 ~ _ __.-s- 30-FT-{NDE APP~4so ~ - 5 F1'-M1 8 -YDS...'` - , , OJ ~ ~ . ` -3 - - - -
_ . - -----1 _ ~ ® ' " a' ~ ~ ~ t ~ ~ ~ ~ ~
~ I ~ 9 t, ~ ~ y y capuh ~ I
~ / ~ ¦ ¦¦¦1 ~~¦¦¦¦•r¦ ~ ~ ~ sa ~ ~ 422=?'~
_ _ ~ - - fi - j- ~ ~ I • 3
~ i - - ror i, 2 (a I ~ I I I I, 'I. I I• -
_ - 7 7 ¦ '~I,~ it --t 8 ~7 ~6 5 ~ ~ .
` . . I I.~ 9 F t ; I _ ~ ~ I I I ~ ~~t ~'i N' ( I
~ - 3 o I ,c-- ¦ 0 ~ ~'i, ~ ' I
i F~q ~ CK _ . ~ - ~ I it I I---_' i ,I N. I • 1 ,I r ~
_ _ ~ _ o - , - r , . . ..f .r .a. r.
f0 . c ~ - F - i - - N ,,~CM~._...... _s ~ cpy~fl q~ ~ N 36' 20' 27 W 2 9.16 . r L T~3- .GHA NNEL BEND ~ i _ ND N 36'20•,27 W - 71 :Od..-_ _ I t ._m; ~ . I ; - -
gnON °a , - - PROPERTh--OFT , MAS STEECNER, 902 GRETCHI - - 902 GRETCHEN -tA~ - - .-I _ a..__..__.-_ -
Cy ~ ~ ~Q gNNF( ? ~ ~ww~rr-tea' an-oe-sic GREEfdS RO, NC 27410 I
~ raa m~r+cr ?~wars ~ ~ ~ 13 I I 1 I I I I I I
, \ ~ 1 I 0~ ~
~ ~ I I
~ 14 I 15 I
CHA~IINEL BEND I r-~ I I i I ~ I I I I I
\ COMMON AREA I I I 2 I I
I I I I I I ~
i / ~ I ~ I
~ \ ~ ~ I ~ I I
~ I 12 ~ \ I I I
l ~ i i l.~ - - - - - - - - - - - - ~ I i Fp
1 ~ 1 ~ h ~
1 ~ ~ I
l l ~ \ ~ I I I
1 ~ ~ ~ I 3 I I ~ ~ I ~ ~
NOTES ~ 16 I i I I
1 ~ I I f
1. AREA COMPUTED BY COORDINATE METHOD ~ ---------r----------------------- ----------------------------~---~------------------I-~------------- ~ 1 ~ I
~ r I
2. ALL DISTANCES ARE HORIZONTAL ~ 1 i ~
1
3. FOR REFERENCE SEE A S NOTED
PLAN VIEW SHOWING ALL 4. SURVEYED FEB. 2003 WORK JG ALL PROPOSED
5. 5.635 ACRES TOTAL AREA
6. PROPERTY IS ZONED R-5
7. ADJACENT PROPERTY IS ZONED R-5
LEGEND
LEGEND E.I.P. = EXISTING IRON PIPE
E, 1. = EXISTING IRON - - - - MEAN HIGH WATER
E.C.M, = EXISTING CONCRETE MONUMENT coasrA~ wETUNOs
404 wE1LINOS non ~ ~ nnr~rr a T rrr~ ~ rr7v
RAW HIGH/ Ur WAY l~L' 1!111\ I Vll V 1 Ll l Iii V 1V1' Vl A 1
C.P. COMPUTED POINT 30 FT CAMA BUFFER = REQUEST FOR MAJOR CAMA AND DEPT. OF THE ARMY PERMIT
DREDGING, PIERS, BOAT RAMP, AND FILLING FOR ACCESS ROAD
Copyright Q, Hanover Design Services, P.A., All rights reserved. Reproduction or use DREDGED MATERIAL DISPOSAL AREA so' 30 0 60 S & W INVESTMENTS, LAWRENCE WARD
of the contents of this document, or additions or deletions to this document, in (LOTS Ia THRU 20) 4616 GOMAR LANE
whole or port, without written consent of the land surveyor, is prohibited. SCALE IN FEET 1. . 60 FT. FUQUAY-VARINA, NC 27526
DATE, JANUARY 29, 2004
Only copies from the original of this document, marked with on original signature and 1WE¦EMENE LIMITS OF DISTURBANCE REVISED MARCH 2, 2004 SHEET-_1__ OF _l.___
originol seol of the surveyor shall be considered to be valid and true copies.

I N SERVICES P.A. HANOVER DES G ( NOT TO SCALE )
LAND SURVEYORS ENGINEERS LAND PLANNERS
319 WALNUT STREET WILMINGTON, N,C, 28401
PHONE: [phone] 'L 0 ~ ~
FAX; [phone] ~ ~
11X17.HSR 'a G
so
SURF
CITY
J~
ti ~d Q ~ ~ ~ \ P
~ ~G
~ ~ ~G
~
~P
X P
OT 7 I MARITIME PLANTA TIONS L
PROPERTY OF JOHPJ GORE, 6620 HOBTON HUI~Y
~ 1NTON NC 28328 , ~ ~
~ ~ ~ ~
~ 1 Iu1ARlTIME PL~NTA ~IDN.
~~2-~__~o
~ 1 I
~ ~ - - I
~ ~ - I I
~ ~ BUKHEAD TO BE LOCAIEO ABOVE ~ 404 OR COASTAL WEi1ANDS I
9 MEAN HIGH WATERLINE IS THE ~ ~ 1
A N SHORE i 1 "1 ~ i PROPERTY LINE LOG R!P RAP, t I RIP RAP.TD'~E LOCATED ~ 1
C ~ A~ERWa i ~ ~ ~ ~ i ~ i A~TEKWARD OF THE MARSH ~ ~ ~ COMNICN AREA I I ~ ~
~ - ~ i ,
/ ~ ~ I I
6 ~ ~ 1~ ~ I - - , 9 ~ ~ 1 I I I~
~ •0 ~ i ~ ; COMMON AREA 1.~._.._._._.__. N
~5' ~ , ~ ! ~ G• - 9 ' Lt
6 ~ ~ ~ \ 2~ ~ ~ x 3 2 , ~ S 6 3Q 00 i ,E 128. - - _ ' ,
9 - , - ~ i
_ ~ _ g ~
2 1.3 ,1
~ ~ 'S- -
1 ~ - ~ • ~ s ' \ ~ - -
1• - ~-`J/ 1 ` \
, ~ 1 _ ~ j I
- - _ - - \ - I I ~
/ ~ ~ ' f
I ~ r~ i ~ / GG _
V , \ - ,3 ~ . , ~
~ ~ I _ . ,
~-J i _ _6 - _ . ~ j
~ ? \ ~ _ 5 ~ _ _ G . - ~
J . _ _ _
~ ~ ~ _2_..__. i~ ~ ~ J, i r
~ ~ ~ v . ~
\ - y
~ /
--------~-_--~a.~.. ~ ~ --------~i
~ - ~ ~ f-..- - t AREAS OF PR POSED WEIUWD FILL; --i
' ~ TOTAL 1,642 (0.04 ACRES)
~ _ ~ ~ _ _ ~ _ ~ ^ - - - ~
~ \ _ ~ - i, I 1, I I
1 I ,
0 II
3~ III 'I ~ ~ ~ h ~
T~ q~ ~ ~ ACCESS ROAD I , ~ . I" i _ ~I
k - _ - - - , _ _
F~ - F , G
N362027 W 29. W 2 9.16 _~~._-M~_.---..__._ T ~y... HANNEL B ND 27
APPROX. -5 FT CONTOUR ~ - _ _ L ~C E Q
~N Cy ~ qN PROPERTI' ~F r!~ XMAS S~EE(,NER, ~ 0_ GR~ TCHEN LANE
N F~ "HAMMER-HEAD" CUL-DE-SAC GREENSB'~f~D~ ~V C 2 ~4) O
MEAN HIGH WATERLINE IS THE ~ ' ~ RE REQUIRED FOR EMERGENCY VEHICLES
PROPERTY TINE ALONG SHORE ~ ~ ~ ` ~ ~ 13 ~
~ ~ ~ ~
~ ~ ~ ~
~ ~ ~
~ ~ ~ ~ ~ ~
~ , CHANNEL BEND

COMMON AREA
NOTES
7. AREA COMPUTED BY COORDINATE METHOD
2. ALL DISTANCES ARE HORIZONTAL ~
~
3. FOR REFERENCE SEE AS NOTED ~ "1L
AN VIEW SHOWING MEAN HIGH WATER LINE BULKHEAD AND RIF PL , AND RIP RAP
4. SUR UEYED FEB. 2003 1 f
5. 5.635 ACRES TOTAL AREA ~
1
6. PROPERTY IS ZONED R-5 1 ~ 1 ~
1
7. ADJACENT PROPERTY IS ZONED R-5 1
1
1
LEGEND LEGEN D t
---------1------------------------------
E.I.P. = EXISTING IRON P1PE 1
- - - - MEAN HIGH WATER (PROPERTY LINE) E.I. = EXISTING IRON
E.C.M. = EXISTING CONCRETE MONUMENT - - - - - - - - - COASTAL WETLANDS
o~ ins _ oirur nc ie~e v r~ne~ pnr~~reT_Crru~rr~
IN \ YY - 111VI I I VI rrn I 30 FT CAMA BUFFER ~/LL111\ L V11 IT 1 L 11 A! V 1I LA V1 l l
C.P. = COMPUTED POINT REQUEST FOR MAJOR CAMA AND DEPT, OF THE ARMY PERMIT
DREDGING, PIERS, BOAT RAMP, AND FILLING FOR ACCESS ROAD
Copyright ® Hanover Design Services P.A., All rights reserved. Reproduction or use BULKHEAD 40 20, 0 40, S & W INVESTMENTS: LAWRENCE WARD
of the contents of this document, or additions or deletions to this document, in 4616 GOMAR LANE
whole or part, without written consent of the land surveyor, is prohibited. FUQUAY-VARINA, NC 27526
DATE: JANUARY 29, 2004
Only copes from the original of this document, marked with an original signature and SCALE IN FEET I" original seal of the surveyor shall be considered to be valid and true copies. 40 FT REVISED MARCH 2, 2004 SHEET 2 OF
. ,z.n,.~s n~in>>annc

/ _
N SERVICES P.A.
HANOVER DESIG LAND SURVEYORS ENGINEERS LAND PLANNERS (Nor ro sca~E )
319 WALNUT STREET'
WILMINGTON, N.C. 28401
PHONE: [phone] o
FAX; [phone] ti~ o ~
11X17,HSR so
suR~
CITY
~ ti ~d o ~ ~
~ h \ P
~ OG ~ ~
~G
i ~,P
X
LOT 7 ~ MARITIME PLANTA TIONS
PROPERTY OF JOHN GORE, 6620 NOB TON H WY
/C l N TON NC 28328
/ \
/ / \
\ - ~
/ ~ / - - lu1ARl TIME PLAN TA TION. J
/ \ - ? 12-120
/ \ / \
~ i i
ACCESS CHANNEL OREDGINC AREA / 1 / / I / I / / / ~
(20 FT VND~ APPROJL 400 FT LONG, -5 fT M1W); 900 CU YUS / \ / \ / / I I / ~ / /
/ / ~ 1 / / I I
9 MEAN NIGH WATERLINE IS THE / ~ 0• / ~ ~ \ i PROPERTY LINE ALONG SHORE / ~ 1 / I I
~ / / / ~ / COMMOf~ AREA g
2• \ \ 1 I ~ i 10 ' ` I I
~ ~ ~ ~ I I
~ I I
\ I I I. - 1 , ,N
0 0 \ I i~ 5• ~ ~ ~ , ~ St S \ , , i COMMON APCA - 2 I I 2 -
k ~ - = - 4 e I ~ ~ 36 30 00 E'~. 965, 4
2~ ~ 3. . .2 ~ ~ + S 6 3 00 , ~,E 128.74 - _
.,t I I \ ~ ~ - - -~--'e- - - - - ---~'-r= - - - - - , - . ,
- , - PROPOSED BOAT RAMP' ~ .
e ~ i AND HANDLING PIER .
i~' ~='-r . 3 r - - _ ' I
- - -
- ~ _ _ ~ ~1 1 ~
~ ~ _ _ - _ ,i ~ ~ _ , ~1 \ i
- . - . ~ / / l-- ~ ~ _ ' ~ i _ _ - _ - _ L,
. . l i . , s _ ~ - - .
_ _ - 2 ~ , ~ ( r Y, -
_
pc \ ~ _ - - _
. , . _ -6 _ _ _:CA-~IA~L--11REDCINC_.AREA----:_____------ . -
_ _ _ 4 _ _ ~ - - _ - ARP~OX. _ 0'f 7~-C. G-.._ 5--FT ML W ..8Q0- CU YDS- , ~
_ ",.-..-_.30 FT WIDE - : - - - . .
~ r~ ~ - -
~ i ~
3~ ~ ~
` ' -PROPOSED.;CANAL DOCK ~ PROPOSED CANAL OCK 1' PROPOSED CANS-~ ~ ~ ~
PROPOSED CANAL DOCKS -I. ~
. ` AREAS OF PRdPOSEO WEIIAND fl[!., ~ I - F t ~ I. TOTAL 1,642 (0.04 ACRES)
- _ _ _ _ - ~
PROPOSED BANKS CHANNEL PIER .c ' - 3 ' \ ~ I I `
~ - ~ I I
~ -
o 1~ 3~ . ~ I ~I
Fl . , ~ ~ S FT ~ , I A n' I. ~ ACCESS ROD I ~ - ~ I;
B q~ ~ ~ . _ _ ~ I ,
- F - - _ , _ 1.,_ _
~G - - F - _ .
OF N ~ N 36 20 27 W 2 APPROK -5 FT CONTOUR A~/ \ _ 27 W 2 9.T6 `~.-E,-C.M.----__._-_.__._. L T r~ CHANNEL BEND
~G' - - . ~ j ~ - p F ~ A. Sr- CHER 902 GRETCHtN ~~IV~~ PP,O~ ERTY 0 T lul S ~ EE ,
~N e Cy ` qN
N e~ FL MEAN HIGH WATERLINE 1S THE e ~ ~ HAMMER-HEAD" CUL-DE-SAC GREENSBORO, NC 27410 REQUIRED FOR EMERGENCY VEHICLES ~
PROPERTY LINE ALONG SNORE ~ ~ ~ 13
~ ~ ~ ~ ~ ~ ~
~ ~ \ ~
~ ~ ~ \ ~
~ ~ ~ \
~ ~ ~ ~ \ CHA~~NEL BEI~~
~ ~
NOTES COMMON AREA
1. AREA COMPUTED BY COORDINATE METHOD
2. ALL DISTANCES ARE HORIZONTAL i
~
3. FOR REFERENCE SEE AS NOTED ~ 12
W SH WING CANAL ACCESS CHANNEL DREDGING AND PLAN VIE 0 !G AND PIERS > > ~
4. SURVEYED FEB. 2003 ~ ~
5. 5.635 ACRES TOTAL AREA i ~
t ~
6. PROPERTY IS ZONED R-5 ~ ~
7. ADJACENT PROPERTY 1S ZONED R-5 i
i
l
LEGEND LE GE N D S
E, I. P. = EXISTING IRON PIPE 1
- - - - MEAN HIGH WATER (PROPERTY LINE) E, I. = EXISTING IRON
E.C.M. = EXISTING CONCRETE MONUMENT - - - - - - - - - COASTAL WETLANDS
R1 w = RrGHT of WAY
30 FT CAMA BUFFER
C. P. = COMPU TED POINT REQUEST FOR MAJOR CAMA AND DEPT, OF THE ARMY PERMIT
DREDGING, PIERS, BOAT RAMP, AND FILLING FOR ACCESS ROAD
Copyright Hanover Design Services, P.A., All rights reserved. Reproduction or use 40~ 20~ 0 400 S & W INVESTMENTS; LAWRENCE WARD 4616 GOMAR LANE
of the contents of this document, or additions or deletions to this document, in whole or port, without written consent of the land surveyor, is prohibited. FUQUAY-VARINA, NC 27526
Only copies from the original of this document, marked with on original signature and SCALE IN FEET ° DATE, JANUARY 29, 2004 REVISED MARCH 2, 2004 SHEET OF
original seal of the surveyor shall be considered to be valid and true copies, } 40 FT.
~z•n~.GS ni/r»/;onnL

PR IMINARY PLAN FOR EL
NCJT' S~AI.E'
0 ~1
G o ~ 's
0
SURF
CITY
J
TOPSAIL TOWNSHIP ti ad ~
~ h~ \ P
PENDER COUNTY G~' G p ~ ~
NORTH CAROLINA ~G
~ ~P
x P
W INVESTMENTS DEVELOPER. S &
LAWRENCE WARD
616 GOMAR LANE 4
- ARINA N, C• 27526 FUQUA Y V ,
• 7 42 7- 7985 PHONE, 9 9
ATE: FEBRUARY 9 2004 D ,
LIMITS OF DISTURBANCE = iJ ACRES
i I
i I
o~~1h
~ ~ RIP RAP TO BE LOCATED I E~~1~ ~ ~ Q~ I
~ WATERWARD OF THE HARSH ~ , -
~ MA MAfi11~IMF f-'LANTAII)NS lu',~1~'I~11~1E- l:)f~r'IVF:
712.-10 i I . _i _ _......I ~ _ _ _ _
~ ~ ~ i I I I I I I ! I
~ i I t I I I I I I I I I I ! z
~ i ^i 9 ~ ~ ~ i I I I I I I
~ ~ ~ ~ , COMMC CO~tMr)N aF~E~~ I q I r3 I ~ I ~ ~ ~ OCEAN HAZARD AEC I I I 4 f.~' .a
0 r' ~ ~ Z ~ ~ 10 ~ I i f I 1 I I
~ A ~ i ~ ~ i I I I I I I I I 1 I I I I~- I ~
~6 ~ i . ~ ~ ' ~ i ,y. ~ , ~ COMMON AF~'EA ~ - I { I .--I I I L n,.
• , ~2, ~ ~ , ~ \ 1 8 74' ~ _ _ ^ ~ , , ~ 36' 30' 00" E I I I I ~ i I Q
, S 6 00 ,E 2 , 1 36'30'00" E'~, 965,6d' I I I i I i ; I _.____..._.__.1
~ _ _ t~ ~ ~ • ~ 1fi. ~ ~ ~ I
I , N~ I ~ I I I ~ y I .ivHrr~ (:o;)R~F.k I
1 ~ ~ ~ ' O a ~ ~ are ~ - 6 . ~1 I ~ ~ ~ 92,3-2N0 I
• ! •
% / ~ ~ ..~~r ~,.e -r^"«_-."'~` A`~ r ~ . , . \ , ,-a,~.~,.r • off, 1 + , ~ 7 - - cn i ~ ~ r ' ~ ~ ~ I i; ~ ' 1 ~ ~ . :
` h \ . ~ , 2 ~ . - . ~ r ~ r- ~ CAGE ~ KAY I
. i ~ ~ , ~ ~ I ~ I I ~ , I; I. I, ~ ~ ~ . ~ f lfSFFE i i ~
~ ~ _ ~6 _ _ ~ , _ ~ ~ ~ _ Iii ~A~¦f1.1¦•# ~ I s I
~ ~ ~ ~ ~ _ / \ i ~ ~ ¦ ~ 1 - - I v; ~ I~
~ ~ _ ~ ur ~ ~ .
\ _ • ~r.- J ~ ; . ~ , ~ ~ I I , ~
~ ' ~ ~ ~ ~ . ~ ~ IRS ` ..i ' ~ _ i ~~,,h w. ~ar~u4r
\ -'Sties ' -T- --w--------- -I --NN ' ¦••Aflf1¦ ~1•f1•~•¦ ~ ~•~~.¦•;•w••1R~~ ~~i~ w~~~.~.' A[i=4S?5 I
~ - r . ~ , _ . r__..--_ ~ ~ _ ? ? I I I I I, I;, 1 ri• • ? I ? I. I I' I I ;I'. ' ~ I
1 r ? I1 ~ ~ ,E1• ~ I
- 6 74 • 7 4 • ~ I • 8 ~ 7 ~ 5 , I~ I
~ ~ ¦¦¦rrr¦¦rr¦ rrrrr¦ ~ ~ ? 9 i.`M~• I ~ ~ ~ ~ ~ rv { I~ f
. ~ l , ~ ~ , ~ , ~ / I ~ ~ III ~I ~ I,~~ I~ I ~~~I I __4 _ ~ I ~ L~ i 1 I I I N I
~ ~1 ~ ~ ~ I
- - " m r nrr~ r rnrrr ran r rl~rm~rr'. r-- - N , 1
N 36 20 27 W 239.16' _ ~ ~a _ N 36 20.27 W 71 ,D8 ~ _ I { I I I
, , I _ ~ r ' I L I
~
~ O~` ~ ~ 13 ! I 1 I I I I I
I ~ 1 i ~
~ I 1,~ I 1~ I _ _ _ _ _...I ~
\ ti
_ _ l I ~ ~ f ~ I I
~'f1MMON Af~~:~l E OCAIED SUCH 1HAT ~ , CONDOMINIUMS TO 8 l i ( i I I
r. ROOFLINE IS NOT OVER COASTAL WEIIANDS r _..._il ~ i i I ~ ~
AND IS OUTSIDE OF 30 fT COASTAL BUFFER ~ ~ / ~ i ~ ~
~ I I ~ I i 11 \ ~ I
~ 1 ~ ~ I I ~ f
r ~ ' ,?'~y ~ ~,~~~~a
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i ~ ~l ~ I i I
NOTES i f i ~u I I
LEGEND I I
1. AREA COMPUTED BY COORDINATE METHOD ~t . ~ ~ i i _ . _ _ _ _ _ _ _ ~ _ .._l._ _ _ I I
l ~ ~ 1
MEAN HIGH WATER ` 2. ALL DISTANCES ARE HORIZONTAL - - - - r ! i
f ~
AS NOTED COASTAL WETLANDS 3, FOR REFERENCE SEE ~ e
~a ~
4. SURVEYED FEB. 2003 404 WETLANDS ~
5. 5.635 ACRES TOTAL AREA 30 FT CAMA BUFFER 5 ~
. e,~ti ~S~ ~ , ~
6. PROPERTY 1S ZONED R-5 -~P 5
0~ C,
7. ADJACENT PROPERTY 1S ZONED R-5
LEGEND
E.1.P. = EXISTING IRON PIPE
E.I. = EXISTING 1RON
E.C.M. = EXISTING CONCRETE MONUMENT
R\W = RIGHT OF WAY LAND SUR1/EYORS ENGINEERS LAND PLANNERS
C.P. = COMPUTED POINT 60' 30' 0 60' 319 WALNUT STREET
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of the contents of this document, or additions or deletions to this document, in PHONE: [phone] SCALE IN FEETS 60 FAX: [phone]
whole or port, without written consent of the land surveyor, is prohibited.
" FT. UJ
Only copies from the original of this document, marked with an original signature and
original seal of the surveyor sholl be considered to be valid and true copes. 10331 pre. HSR
16:39:18 02/09/2004