20041689 Ver 1_COMPLETE FILE_20041019

j DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
PO BOX 1890
WILMINGTON NC 28402-1890
January 13, 2005
Regulatory Division
Action ID No. 200500118 and State Permit No. 182-04
Caison's Creek Subdivision
c/o Midway Development Corporation
Post Office Box 14
Winnabow, North Carolina 28479
Dear Sir or Madam:
4-- 71 11
4- ..
D
IAN 2 4 2005
DEER - WKi-ER U ? %L ITY
WETLAWS AND cTCRMAMR BRANCH
Reference your application for a Department of the Army permit to develop a 10 lot
residential subdivision with infrastructure and community pier and dock, located on the
mainland side of the Atlantic Intracoastal Waterway across from Holden Beach, Brunswick
County, North Carolina.
Your proposal has been reviewed and found to be consistent with the provisions and
objectives of general permit No. 198000291. Therefore, you may commence construction
activity in strict accordance with applicable State authorization and the approved plan
(enclosed). Failure to comply with the State authorization or conditions of the :general permit
could result in civil and/or administrative penalties.
If any change in your work is required because of unforeseen or altered conditions or for any
other reason, plans revised to show the change must be sent promptly to this office and the North
Carolina Division of Coastal Management prior to performing any such change or alteration.
Such action is necessary as revised plans must be reviewed and the authorization modified.
Questions or comments may be addressed to me at the Wilmington Field Office, Regulatory
Division, at [phone].
Sincerely,
Henry Wicker
Regulatory Project Manager
Wilmington Regulatory Field Office
Enclosure
I
Copies Furnished without enclosure:
Mr ohn Dorney
D' ision of Environmental Management
.C. Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Ronald J. Mikulak, Chief
Wetlands Section - Region IV
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Doug Huggett
Division of Coastal Management
N.C. Department of Environment
and Natural Resources
151-B Highway 24-Hestron Plaza II
Morehead City, North Carolina 28557
-2-
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
National Marine Fisheries Service
Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Jim Gregson, District Manager
Wilmington Regional Office
N.C. Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28479
O
Mr. Henry Wicker
U. S. Army Corps of Engineers
Wilmington Regulatory Field Office
P. O. Box 1890
Wilmington, North Carolina 28402-1890
December 1, 2004
ujq +-+a 0q - I(,OS?
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
fiLftRY9M
D
DEC 0 72004
PENR
TB?VCN
Subject: Action ID # 200500118, Midway Development Corporation, Caison's Creek,
Supply, Brunswick County, NC
Dear Mr. Wicker:
This letter provides the comments of the U. S. Fish and Wildlife Service (Service) on the
subject Public Notice (PN), dated November 3, 2004. The applicant, Midway
Development Corporation, has applied for a Department of the Army (DA) permit to
develop a 10-lot, residential subdivision with infrastructure and a community dock and
pier. The proposed work is being considered under Regional General Permit 198000291,
a permit/processing agreement for work that has been approved pursuant to the North
Carolina Coastal Area Management Act (LAMA). These comments are submitted in
accordance with the Fish and Wildlife Coordination Act (FWCA) (48 Stat. 401, as
amended; 16 U.S.C. 661-667d). Comments related to the FWCA are to be used in your
determination of compliance with 404(b)(1) guidelines (40 CFR 230) and in your public
interest review (33 CFR 320.4) in relation to the protection of fish and wildlife resources.
Additional comments are provided regarding the District. Engineer's determination of
project impacts pursuant to section 7 of the Endangered Species Act (ESA) of 1973, as
amended (16 U.S.C. 1531-1543).
Proposed Activities and Anticipated Impacts
The proposed work and environmental impacts are presented in the Field Investigation
Report (FIR), dated October 8, 2004, of the North Carolina Division of Coastal
Management (NCDCM). The current work (on 6.38 acres) represents Phase I in the
development of larger tract consisting of 97.27 acres. Infrastructure development
includes one small area of wetland impacts. A road crossing would be excavated and
backfilled for culvert installation. The FIR states that this work would impact 165 square
feet (ft) of 404 wetlands. This total is given as 0.04 of an acre, but should be 0.004 of an
acre (165/43,560). Sheet 8 of the project plans indicates that the 48-inch pipe would be
installed slightly below the existing grade. No wetland compensatory mitigation has
been proposed.
2
The applicant also proposes to construct a 10-slip community dock in the Atlantic
Intracoastal Waterway (AIWW) and an access pier from the upland development. The
access pier would be 1,070 feet long and cross both federal (404) and coastal wetlands.
Water depths at the location of the docking facility are approximately 3.5 feet at mean
low water (MLW). Plan drawings (Sheet 7 of 8) show the waterward portion of the pier
and dock to be four feet above mean low water (MLW) and 7.5 feet above the bottom.
However, the elevation of the access pier across other areas of the wide margin of marsh
is unclear.
The PN does not discuss whether additional wetland losses would occur as a result of
home construction on the ten lots. It is also unclear whether the individual septic system
could be built without additional impacts to wetlands. The FIR notes (p. 2) that septic
suitability tests are being conducted "on some of the lots."
Federally Protected Species
The Service has reviewed available information on federally-threatened or endangered
species known to occur in Brunswick County. We have also reviewed information from
the North Carolina Natural Heritage Program (NCNHP) database which contains
excellent data on special status species, both federal and state. This database can be
accessed by topographic quadrangle (quad) of the U. S. Geological Survey (USGS). Data
from USGS quads provide the most project-specific information on species which should
be considered in permitting this project. The project area is located in the Holden Beach
quad. The occurrence data of special status species within this quad can be obtained on
the internet at < http://www.nenhp.org/Pages/heritagedata.html > under the Database
Search section.
Our review indicates that two federally endangered species, the West Indian manatee
(Trichechus manatus) and the wood stork (Mycteria americana), should be considered.
These species have been reported in Brunswick County, but not within the Holden Beach
quad. Both species have a seasonal occurrence in North Carolina and are highly mobile,
i.e., they have no permanent home range within the project area.
Manatees are known to occur in the coastal waters of Brunswick County as the animals
move along the Atlantic Coast during summer months, primarily from June through
October. The species moves extensively when in North Carolina waters and past
occurrence records cannot be used to precisely determine the likelihood that it will be
presence at a particular construction site. Manatees may use waters one to two meters
(3.3 -6.6 feet) deep. The permit application which accompanied the FIR states that water
depths at the waterward end of the pier are approximately 3.5 feet at MLW and may be
approximately 7.5 feet at NHW (Sheet 7 of 8).
To protect manatees in North Carolina, the Service developed guidelines entitled
"Precautions for General Construction in Areas Which May Be Used by the West Indian
Manatee in North Carolina." These guidelines address all types of in-water construction,
3
except blasting, and should produce little, if any, additional expense. The guidelines are
intended mainly to ensure that construction personnel are informed that manatees may
occur in the work area, that work should cease if a manatee approaches the work area,
work should not resume until the manatee leaves the work area, and procedures for
reporting the death or injury of a manatee. These guidelines are available on our web site
at < htip://nc-es.fws.gov/mammal/manatee guidelines pdf5. The risk to manatees could
be reduced to an acceptable level by the implementation of the Service's guidelines. The
risk would be further reduced by performing the work during the period of November
through May.
Wood stocks are not known to nest in North Carolina, but may visit the state during post-
breeding dispersals. They feed in freshwater marshes, narrow tidal creeks, or flooded
tidal pools. Particularly attractive feeding sites are depressions in marshes or swamps
where fish become concentrated during periods of falling water levels. Since most of the
proposed development will occur in high ground and no dredging and only minor filling
of wetlands are proposed, the project is not likely to adversely affect wood storks.
With the inclusion of our manatee conditions, the Service would concur with a
determination by the District Engineer that the project is not likely to adversely affect any
federally threatened or endangered species, or designated critical habitat for such species.
The Corps' requirements of section 7 of the Endangered Species Act would be fulfilled.
However, the Corps must reconsider its obligations under section 7 of the ESA if: (1)
new information reveals impacts of this identified action that may affect listed species or
critical habitat in a manner not previously considered; (2) this action is subsequently
modified in a manner which was not considered in this review; or, (3) a new species is
listed or critical habitat determined that may be affected by the identified action.
Service Concerns and Recommendations
If the proposed culvert would be used in a channel that historically carried natural surface
water flows (as opposed to a man-made ditch), this structure should maintain natural
water flows and hydraulic regimes without scouring, or impeding fish and wildlife
passage.. The culvert should be of sufficient size to allow normal surface water exchange
between the wetlands above and below the culvert. The culvert should be buried at least
one foot below the natural streambed to promote the passage of aquatic organisms. In
addition, the culvert should be situated so that no channel realignment or widening is
required. Widening of the channel at the inlet or outlet of structures usually causes a
decrease in water velocity. This produces sediment deposition that will require future
maintenance. Riprap should not be placed on the streambed.
The Service is concerned that low piers could harm marsh vegetation by blocking
sunlight. Diagrams with the FIR appear to indicate that the waterward end of the pier
would be well elevated above the coastal wetlands. However, the elevations of other
sections of the 1,070-foot-long structure are not provided. We recommend that the
lowest part of any structure build over vegetated wetlands should be least four feet above
4
the bottom. A minimum elevation of four feet is a special condition of the Corps'
Regional General Permit #197800056.
The Service recommends that the Corps consider additional wetland losses which could
occur as a direct result of this permit. Sheet 4 of the project plans indicates that a portion
of some lots include wetlands. The applicant could provide the Corps with a statement
that customary building practices would allow for home construction within these 10 lots
without additional wetlands losses. The issue of future wetland losses could be addressed
by placing a conservation easement on all the wetlands within the area. covered by Phase
I of the development. Such an easement would be similar to NCDCM condition one
which states that, where appropriate, deed restrictions will be placed on lots having
riparian access to prohibit the construction of individual piers and docks. The applicant
has indicated that deed restrictions would be placed on lots 3 and 4 to prohibit such future
construction over marsh areas.
With due consideration of our recommendations and the inclusion of the Service's
manatee conditions, we do not believe that the proposed activities will have significant
adverse and/or irreversible effects on fish and wildlife resources under our jurisdiction.
We also support the seven conditions of the NCDCM. Therefore, the Service has no
objection, from the standpoint of fish and wildlife, to the issuance of a permit for the
proposed activities.
The Service appreciates the opportunity to comment on this permit application. If you
have questions regarding these comments or wish to discuss the development of the
coordinated federal position, please contact Howard Hall at 919-856-4520, ext. 27 or by
e-mail at < [e-mail] >. Please provide this office with a copy of the
coordinated federal position, if one is developed.
Pete @jamin
Ecological Services Supervisor
cc:
Ronald Mikulak, US Environmental Protection Agency, Atlanta, GA
Ron Sechler, NOAA Fisheries, Beaufort, NC
Bennett Wynne, NC Wildlife Resources Commission, Kinston, NC
Jim Gregson, NC Division of Coastal Management, Wilmington, NC
John Dorney, NC Division of Water Quality, Raleigh, NC
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: N. Lutheran
WO Supervisor: R Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Midway Development : Caison's Creek County Brunswick
Project Number 04 1689 County2
Recvd From DOT Region Wilmington
Received Date 10/19/04 Recvd By Region
Project Type residential S/D & docking facilities
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. supp. Basin Req. Req.
CAMA Waters O Y OO N F- 15-25 SA F__30,759. 0.04 F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating. Sheet Attached? Q Y O N Did you request more info? Q Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y 0 N
Is Mitigation required? Q Y (0 N Recommendation: pQ Issue O Issue/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This office has no objection to the eject as revised on September 30, 2004 (DWQ copy received
November 14, 2004). The project currently proposes no impacts to wetlands or waters.
A 401 Water Quality Certification is not required. 11/22/04 NML
cc: Regional Office Page Number 1
Central Office
v
Michael F. Easley, Governor Charles S. Jones, Director . William G. Ross Jr., Secretary
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
October 13, 2004
MEMORANDUM: 041689
TO: John R. Dorney
Environmental Biological Supervisor
Division of Water Quality
FROM:
SUBJECT:
Applicant:
Project Location:
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Midway Development Corporation
P Mm
@:?kfgon@p
OCT i s zooa
*7LAN SRANDWS?TO
Sea Aire Sound Road SW (SR1236) AIWW across from Holden Beach, Brunswick
County.
Proposed Project: Proposes to develop a 10 lot residential subdivision with infrastructure and
community pier and dock.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by November 10, 2004. If you have any questions regarding the proposed project, please contact
Caroline Bellis at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to the.project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See'attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
127 Cardinal D66- Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Midway Development Corporation
PROJECT NAME: Caison's Creek
2. LOCATION OF PROJECT SITE: Sea Aire Sound Road SW (SR 1236) AIWW across from Holden
Beach, Brunswick County
Photo Index - 2000: 4-39 Grid H thru N, 11 thru 15 1998: 3-48 Grid A thru H, 6 thru 9
1989: 4-184 Grid L thru T, 10 thru 14
State Plane Coordinates: X: 2215411.807 Y: 62495.371 Rover ID: N072913A
3. INVESTIGATION TYPE: LAMA, Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 07/29/04, 09/01/04 ()41689
Was Applicant Present _ No
5. PROCESSING PROCEDURE: Application Received - October 1, 2004
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Brunswick County
Land Classification From LUP - Transitional
AEC(s) Involved: PT, EW, ES, CW
(B) Water Dependent: Community Docks - Yes
Subdivison/Infrastructure - No
(D) Intended Use: 10 lot residential subdivision and docking facility
(E) Water and Wastewater Treatment: Existing - None
Planned On-site WWT, Municipal Water
(F) Type of Structures: Existing - None
Planned - Roads, Utilities, Pier and Dock
(G) Estimated Annual Rate of Erosion: N/A
7. HABITAT DESCRIPTION: [AREA]
DRMORD FILLED OTHER
(A) Vegetated Wetlands
(federal 404)

(B) Vegetated Wetlands Incorporated
Open Water 1686 sf

(C) Other Disturbed
High Ground 1.9 acres
(D) Total Area Disturbed: 2 acres
(E) Primary Nursery Area: No
(F) Water Classification: AIWW SA Open: No
S. PROJECT SUMMARY: The applicant plans to develop a 10 lot residential subdivision with
infrastructure and community pier and dock. Development proposed is first phase of larger project.
Midway Development Corp/Caison's Creek
October 8, 2004
Page 2
-------- ---------------------------------------------------------------------------------------------------------------------------------
9. PROJECT DESCRIPTION
The proposed project is located on a previously undeveloped piece of land that lies on the mainland side of the
AIWW across from Holden Beach in Brunswick County. The property can be reached by traveling NC HWY 17
south towards Holden Beach. Travel straight through the intersection of HWY 17 and NC HWY 211, and continue
past Brunswick Community Hospital. Just past the hospital, look for Mt. Pisgah Road and prepare to make a left
turn across the highway. This turn appears just about at a veterinary clinic. Travel Mt. Pisgah Road/NC HWY 130
south until the road turns sharply toward the left at a Citgo gas station. Turn right onto Seashore Drive, and then
make an immediate left turn onto Sea Aire Drive. Travel down Sea Aire Drive almost to the end and turn left onto
Caison's Creek Drive, which is a new road. This road enters the development property. The Sea Air Canal
subdivision is straight across the roadway (south) from the gas station. The proposed Caison's Creek property is
immediately to the east of Sea Aire.
The total project area is 97.27 acres. Phase I, which is considered in this CAMA Permit application, consists of 6.38
acres. High ground elevations range from 4 to 20 feet above MHW. The topography of the site is generally flat,
with a moderate slopes leading down to the wetland stream area and the marsh. Vegetation on the upland portions of
the tract includes Pine trees (Pinus sp.), LiveOak (Quercus virginiana) and other Oaks, Hickory (Carya sp.), Red
Maple (Ater rubrum), Berries (Vaccinium spp.), Red Bay (Persea borbonia), various saplings, grasses, weeds, vines,
and ferns (Pteropsidae). Highground soils consist of Wando fine sand; wetland soils consist of Carteret loamy fine
sand. Salt Meadow Cordgrass (Spartina alterniflora) and Black Needlerush (Juncus roemarianus) are the
predominant coastal wetland species in the project area.
Residential lots are currently platted on the western part of the tract closest to the Sea Aire Canal subdivision, and
the tract is zoned Residential by Brunswick County. The CAMA Land Use Plan Classification for the project area is
Transitional. Currently, there are no permanent man made features on the tract other than a recently constructed
double cul de sac in the western portion of the project area. Much of the land for the first phase of the development
has been cleared and or has had selected tree removal. Septic suitability tests are currently being conducted on
some of the lots. The remainder of the tract appears to remain heavily vegetated. A 404 wetland area runs along the
AIWW side of property. Ajacent to this 404 wetland area is a band of black needlerush that marks the beginning of
the coastal marsh. From hereto the waters of the AIWW, there is abroad (approximately 750 feet wide) expanse of
saltmeadow cordgrass coastal marsh. Within this area, elevation fluctuates so that there are areas of ponding,
patches of black needlerush, and even a.72 acre upland island. A wetlands survey has been conducted for the site
and has been approved by the Wilmington District Army Corps of Engineers.
These waters of the Atlantic Intracoastal Waterway have been classified SA by the NC Division of Water Quality.
The AIWW is closed to the taking of shellfish. The area is not considered Primary Nursery Area by the Division of
Marine Fisheries.
PROPOSED PROJECT
The applicant proposes to develop 6.3 8 acres of the 97.27 acre tract into a 10 lot residential subdivision with ten slip
docking facility. The surrounding property consists of residential development. The subdivision would consist of
lots for single family homes, ranging in size from .30 to .58 acres. Development of the subdivision would include
the disturbance and grading of 2 acres of the site for road construction/ infrastructure. The developer proposes on
site waste treatment with individual septic. systems for sewage disposal. The county would provide community
water service for the subdivision.
Midway Development Corp/Caison's Creek
October 8
Page 3
Construction of the entrance road itself of the proposed cul de sac would not involve wetland impacts. A previously
proposed 404 and coastal wetland impact for a road crossing to provide access for future phases of the development
has been removed from this permit application. The roadway now ends in a stub and does not cross into or over the
wetlands
The applicant proposes to construct a pier from the residential area out to the AIWW, with a 10 slip community dock
facility. The pier would be 1070 ft long, crossing from high ground over federal wetlands and coastal wetlands out
to the AIWW. The 6 foot wide pier would terminate with a 16 ' x 16' covered deck and al55'x 6' floating dock
spine. From the spine, five 25' x 4' finger piers would extend out between a total of 10 boat lifts. Each boat lift
would have maximum dimensions of 25' x 15'. Water depths at the location of the proposed docking facility are
approximately 3.5 feet MLW. The docking facility would extend out into the water to within approximately 40 feet
of the Corps of Engineers AIWW setback line. The pier and covered deck would not encroach upon the 15 foot
riparian setback lines for the adjacent properties. The width of the water body in this location is 530'.
Sedimentation and Erosion Control Plan approval will be required for this project. A Stormwater Permit will be
required as well. Applications for both are being prepared by the applicant for submittal.
10. ANTICIPATED IMPACTS
A total of 2 acres of land area would be graded, filled, and or disturbed for this project. Roadway development, with
culvert installation, would entail excavation of federal Section 404 jurisdictional wetlands and the backfilling of 165
sf for a 0.04 acre wetland impact. 6.38 acres would become home sites, with 5 of the 10 Phase I lots consisting of
404 wetlands as well as high ground areas. Compensatory mitigation is not proposed for this project
The proposed piers would result in the shading of 5718 square feet of coastal wetlands. The docks would incorporate
1686 square feet of Estuarine Waters and Public Trust Area, and the boat lifts would incorporate another 500 s£ The
pier would not exceed 1/4 width of the water body. Midway Corporation currently owns all of the lots within the
proposed subdivision. Those lots currently platted that have riparian rights over the marsh area (lots 3 and 4) will be
prohibited from having piers and docks through deed restrictions. Future development lots would be able to apply
for permits to construct piers and docks, however, the total for all projects would be limited to the allowable 12,120
sf for the entire tract.
A short term increase in turbidity can be expected during piling installation during pier/dock construction.
Submitted by: Caroline J. Bellis Date: October 8, 2004 Office: Wilmington
RECOMMENDATIONS FOR Midway Development Corp/Caison's Creek
The square footage of the proposed docking facility is calculated as follows:
Platform at end of pier 256 sf
Floating dock 930 sf
Finger Piers 500 sf
Total 1686 sf
Linear footage of applicant's shoreline is 3030 feet
Total allowable square footage is 3030 x 4 = 12,120 sf
The Wilmington Regional Office staff has no objection to the issuance of a CAMA Permit for this development
provided the standard conditions for the proposed work and are considered. Any necessary Permits must be obtained
from the Corps of Engineers.
Recommended Conditions
1. This permit authorizes only the docks, piers, and other structures and uses located in or over the water that are
expressly and specifically set forth in the permit application. No other structures, whether floating or
stationary, may become a permanent part of the pier without permit modification. No non-water dependent
uses of structures may be conducted on, in, or over public trust waters without permit modification.
If appropriate, deed restrictions shall be placed on lots having riparian access that prohibit the construction of
individual piers and docks.
2. No attempt will be made by the permittee to prevent the full and free use by the public of all navigable waters
at or adjacent to the authorized work.
3. The authorized structures and associated activity must not cause an unacceptable interference
with navigation.
4. The permittee must install and maintain, at his expense, any signal lights and signals prescribed by the U.S.
Coast Guard, through regulations or otherwise, on authorized facilities. The permittee will maintain the
authorized work in good condition and in conformance with the terms and conditions of this permit.
5. The piers and associated structures shall have a minimum setback distance of 15' between any parts of the
structure and the adjacent property owners' areas of riparian access.
6. Boat slips are for the sole use of the property owners, slips shall not be rented, leased, sold, or otherwise used
by any party.
7. The permittee must receive a Stormwater Plan approval and a 401 Water Quality Certification, if required,
prior to the initiation of any construction activities.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals or
authorizations that may be required.
ECEIVE
Form DCM-MP-1 D
JUN 2:'3,2004
A-PTLICATI VISION
GEMENT
L MANAG
(To be completed by all applicants)
1. APPLICANT
b. City, town, community or landmark
supply
c. Street address or secondary road number.
Off of Sea Aire Drive SW (SR 1236)
a. Landowner:
Name Midway Development Corporation
c/o Mr. Tom Young
Address P.O. Box 14
City Winnabow State NC
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g.
river, creek, sound, bay)
Atlantic Intracoastal Waterway
zip 28479 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Ms. Kim Williams:
Land Management Group, Inc.
Address F.G. Box 2522
City Wilmington State NC
Zip 28402 Day Phone [phone]
Fax [phone]
c. Project name (if any) Caison's Creek
WOT'E- Permit wiffbe issuedin mane of
,randowner(s), and/or project name.
o LOCATION OF PROPOSED
PROJECT
a. County Brunswick
3. LESC%TPTION AN"" PL ANNED USE
Or PROPOSED PROJECT
a. List all development activities you propose
(e.g. building a home, motel, marina, bulkhead,
pier, and excavation and/or filling activities.
Please see attached project narrative for details.
b. Is the proposed activity maintenance of an
existing project, new work, or both? New
c. Will the project be for public, private or
commercial use? Commercial
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.
Please see attached croiect narrative.
Revised 03/95
ECEIVE 1
D
Form DCM-MP-1 ,UCR? arsh) Other X
0!y a del' on been conducted? Yes
4. LAND AND WATER p', 4?t?c ?ientation, if available)
CHARACTERISTICS COASTpp,,vLMANAGEMENT
iri. Describe existing wastewater treatment
a. Size of entire tract Tract: 97.27 ac:
Phase 1: 6.38 ac
b. Size of individual lot(s) 0.36 ac to 0.58 ac
c. Approximate elevation of tract above MHW or
NWL MHW to 20` above MHW
d. Soil type(s) and texture(s) of tract
Uniands• Wando fine sand. Wetlands: Carteret
loamy fine sand
e. Vegetation on tract Uplands: Pinus taeda,
Myrica cerifera, Ilex vomitoria; Wetlands:
Spartina alterniflora, .Iuncus romerianus, S.
patens
f. Man-made features now on tract None
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation X Transitional
_ Developed Community
Rural Other
h. How is the tract zoned by local govern-meat?
Residential (R-7500)
1. is the proposed project consistent with the
applicable zoning? X Yes No
(Attach Zoning compliance certificate, ifapplicable)
j. Has a professional archaeological assessment
been done for the tract? Yes X No
If yes, by whom?,
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes No
facilities.
NA
n. Describe location and type of discharges to
waters of the state. (For example, surface runoff,
Sanitary wastewater, industrial/commercial
effluent, "wash down" and residential discharges.)
None
o. Describe existing drinking water supply source.
None
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
* A copy of the deed (with state application only)
or other instrument under which the applicant
claims title to the affected properties. If the
applicant is not claiming to be the owner of said
property, then forward a copy of the deed or other
instrument under which the owner claims title,
plus written permission from the owner to carry
out the project.
* An accurate, dated work plat (including plan
view and cross-sectional drawings) drawn to scale
in black ink on an 8 %2" by 11 " white paper. (Refer
to Coastal Resources Commission Rule 7J.0203
for a detailed description.)
Please note that original drawings are preferred
and only high quality copies will be accepted-
Blue-line prints or other larger plats are acceptable
only if an adequate number of quality copies are
provided by applicant. (Contact the U.S. Army
Corps of Engineers regarding that agency's use of
larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently
detailed to guide agency personnel unfamiliar with
the area to the site. Include highway or secondary
road (SR) numbers, landmarks, and the like.
Revised 03/95
Form DCM-MP-1
* 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 Sea Aire Canal HOA
c/o Mr. Bernard F. Hanke
Address 1933 W. Sea Aire Canal SW
Supply, NC 28305
Phone
Name Ms. Suzette Stines
Address 711 N. Brown St; Chadbourn. NC 28461
Phone
Name Leonard and Kathv Rourk
Address P.O. Box 341: Shallotte, NC 28459
Phone
* A list of previous state or federal permits
issued for work on the project tract. Include permit
numbers, permittee, and issuing dates.
NA
* A check for $400 made payable to the
Department of Environment, Health, and Natural
Resources (DEHItR) to cover the costs of
processing the application.
X 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.
E C IE HV E
JUN 2 3 2004
DIVISION OF
6. CERTIIHCA ENT
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 CoastalManagement 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
of ;remen -ioned lands in connection with evah:ating
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.
This is the » day of 'kie- 20 o t .
Print Name -KrM cr Ic c (? _ W < ?? R S
Signature L w
L ndowner or Authorized Agent
Please indicate attachments pertaining to your
proposed project.
X DCM MP-2 Excavation & Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
X DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in
the space provided at the bottom of each
form.
Revised 03/95
Form DCM W-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. Be sure to
complete all other sections of the Joint Application
that relate to this proposed project.
Describe belowthe purpose of proposed excavation
or fill activities. All values to be given in feet.
Average Final
Existing Project
T.enpth Width Depth Depth
Access channel
(MEW) or

(NWL) I
Canal
Boat
Boat
Ramp
Rock
Groin
Rock j
Breakwater I
Other (Excluding
shoreline
stabilization)
ECEEVE
D
JUN 2:3 2004
DIVISION OF
COASTAL MANAGEMENT
1. EXCAVATION NA
a. Amount of material to be excavated from below
MIIW or prL : cubic yard
s NA
b. Type of material to be excavated NA
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes No
d. Highground excavation in cubic yards NA
2. DISPOSAL OF EXCAVATED
MATER AI. NA
a. Location of disposal area NA
b. Dimensions of disposal area NA
c. Do you claim title to disposal area?
Yes No
If no, attach a letter granting permission from
the owner.
d. Will a disposal area be available for fi,ture
maintenance? Yes No
If yes, where? NA
Revised 03/95
Form DCM-MP-2
e: Does the disposal area include any coastal
wetlands (marsh), SAVs or other wetlands?
Yes No
f. Does the disposal include any area in the water?
Yes No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization NA
Bulkhead Riprap
b. Length NA
c. Average distance waterward of MHW or NWL
NA
d. Maximum distance -vaterward of MEW or
NWL NA
e. Shoreline erosion during preceding 12 months
NA
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed
below water level
(1) Riprap NA
(2) Bulkhead backfill NA
h. Type of fill material NA
i. Source of fill material NA
A OTHER Y' ILiJ ACTI?'JL S
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
DECEIVE
JUN 3.2004
DIVISION OF
COASTAL MANAGEMENT
If yes,
(1) Amount of material to be placed in the
water None
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes _ No
If yes,
(1) Dimensions of fill area 33'x 50'
(2) Purpose of fill Provide access to future phase
of development.
5. GENERAL
a. How will excavated or fill material be kept on
site and erosion controlled?
Silt fences; seeding
b. What type of construction equipment will be
used (for example, dragline, backhoe, or hydraulic
dredge)?
Backhoe, dozer
c. Will wetlands be crossed in transporting
equipment to project site? X Yes No
If yes, explain steps that will be taken to lessen
environmental impacts. Crossing will occur at
noted wetland impact area.
lit S/hS Cftc k--
Applicant or Project Name
Signat re `ice
10 /f ? I
Date
Revised 03/95
Form DCM MP-3
UPLAND
DEVELOPMENT
E(CFJIVE
D
JUN 2 3 2004
DIVISION OF
COASTAL MANAGEMENT
(Construction and/or land disturbing activities)
Attach this form to joint Application for CAIVIA
Major Permit, For DCM-MP-l. Be sure to
complete all other sections of the Joint Application
that relate to this proposed project.
plan been submitted to the Division of
Environmental Management for review?
Yes X (in design process) No
If yes, date submitted
a. Type and number of buildings, facilities, units
or structures proposed 10 lots, 1 road, 1 pier, 1
gazebo, 10 boat slips with lifts
b. Number of lots or parcels 10
c. Density (give the number of residential units
and the units per acre) 10 lots; 0.64 lots/acre
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 2 acres
e. If the proposed project will disturb more than
one acre of land, the Division of Land Resources
must receive an erosion and sedimentation control
plan at least 30 days before land disturbing activity
begins. If applicable, has a sedimentation and
erosion control plan been submitted to the Division
of Land Resources?
Yes X (in design process) No
If yes, date submitted
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Concrete, asphalt
g. Give the percentage of the tract within 75 feet
ofMHW orNWL, or within 575 feet inthecase 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. None
h. Projects that require a CAMA Major
Development Permit may also require a
Stormwater Certification. Has a site development
i. Describe proposed method of sewage disposal.
On-site waste treatment
j. Have the facilities described in Item I. above
received state or local approval? To be obtained
(Attach appropriate documentation)
k. Describe location and type of proposed
discharge to waters of the state (for example,
surface runoff, sanitary wastewater,
industrial/commercial effluent, "wash down' 'and
residential discharges).
Minimal surface runoff from homes and roads
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Will tie into County water supply system
m. Will water be impounded?
If yes, how many acres?
n. If the project is an oceanfront development,
when was the lot(s) platted and recorded? N/A
0,(;sMS' O it
Applicant or Project Name _
Signatur
Date
Yes X No
Revised 03/95
Form DCM W-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. Be sure to
complete all other sections ofthe Joint Application
which relate to this proposed project.
a. Dock(s) and/or Pier(s)
1 Comxmnercial X Community Private
(2) Number 1 _
(3) Length Total: 1070' (117' over open water)
(4) Width 6'
(5) Finger Piers X Yes No
(i) Number 5
(ii) Length 25'
(iii) Width 4'
(6) Platform(s) X Yes No
(i) Number 2 (gazebo;floating dock spine)
(ii) Length 16: 155'
(iii) Width 16': 6
(7) Number of slips proposed 10
(8) Proximity of structure to adjacent riparian
property lines 15'
(9) Width of water body 530'
(10) Water depth at waterward end of pier at
MLW or NWL - 3.5' MLW
b. Boathouse (including covered lifts) NA
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) NA
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) NA
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL,
or wetlands
,0F,IVS
V
D
Jowl 3 2004
pIV1S1OVA EMENT
COASTAL M
e. Mooring buoys NA
(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. Mooring structure boatlift mooring pilings,
etc.)
(1) -Commercial X Community _ Private
(2) Number 52 Pigs: 10 Boatlifts
(3) Length Pilings: TBD; Boatlifts: 25 max.
(4) Width Pilings: 1'; Boatlifts: 15' max.
g. Other (Give complete description)
Applicant or Project Name /
Signatutle
Date
Revised 03/95
Form DCM-MP-5
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. Be sure to
complete all other sections of the Joint Application
that relate to this proposed project.
1. BRIDGES NA
a. Public Private
b. Type of bridge (construction material)
c. Water body to be crossed by bridge
d. Water depth at the proposed crossing at MLW
or NWL
e. Will proposed bridge replace an existing bridge?
Yes No
If Yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
f. Will proposed bridge replace an existing
culvert(s)? Yes No
U Yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert
above the MHW or NWL
Q 4?
1?N? 324
GDAg?A1- M
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge
h. Width of proposed bridge
1. Height of proposed bridge above wetlands
j. Will the proposed bridge affect existing water
flow? Yes No
Navigation clearance underneath proposed
bridge
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes No
If yes, explain
in. Will the proposed bridge cross wetlands
containing no navigable waters? Yes No
If yes, explain
n. Have you contacted the U. S. Coast Guard
concerning their approval? Yes No
If yes, please provide record of their action.
Revised 03/95
Form DCM W-5
2. CULVERTS
a. Water body in which culvert is to be placed
Freshwater wetland finger adjacent to AIWW
b. Number of culverts proposed 1
c. Type of culvert (construction material, style)
Reinforced concrete or corrugated metal.
d. Will proposed culvert replace an existing
bridge? Yes X No
If yes,
(1) Lengt'n of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath
existing-bridge
(4) Will all, or a part of, the existing bridge
be removed? (Explain)
e. Will proposed culvert replace an existing
culvert? Yes X No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert
above the MEW or NWL
(4) Will all, or a part of, the existing culvert
be removed? (Explain)
f. Length of proposed culvert 50'
g. Width of proposed culvert
48"
h. Height of the top of the proposed culvert above
the MHW or NWL 48" (no NWL here)
1. Will the proposed culvert affect existing water
.flow? Yes X No
If yes, explain
DOEIVE
D .
JUN '13 2004
j. Will the osed tapting
navigation
If yes, eg tenti ?AM46AEWo
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or
culvert require any excavation below the MHW
or NWL? Yes X No
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Depth of area to be excavated
(4) Amount of material to be excavated in
cubic yards
b. Will the placement of the proposed bridge or
culvert require any excavation within: NA
-Coastal Wetlands_SAVs_Other Wetlands
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in
cubic yards
c. Will the placement of the proposed bridge or
culvert require any bighground excavation?
Yes X No
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in
cubic yards
d. If the placement of the bridge or culvert
involves any excavation, please complete the
following: NA
(1) Location of the spoil disposal area
(2) Dimensions of spoil disposal area
(3) Do you claim title to the disposal area?
Yes No
If no, attach a letter granting permission
from the owner.
Revised 03195
Form DCM-MP-5
(4) Will the disposal area be available for
future maintenance? Yes No
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other
wetlands? Yes No
if yes, give dimensions if different from
(2) above.
(6) Does the disposal area include any area
below the MHW or NWL?
Yes No
e. Will the placement of the proposed bridge or
culvert result in any fill (other than excavated
material described in Item d. above) to be placed
below TARW or N-w L? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
f. Will the placement of the proposed bridge or
culvert result in any fill (other than excavated
material described in Item d. above) to be placed
within:
-Coastal WetlandS_SAVs X Other Wetlands
if yes,
(1) Length of area to be filled 33'
(2) Width of area to be filled 50'
(3) Purpose of fill To provide access to other
section of tract.
r'. Will the placement of the proposed bridge or
culvert result in any fill (other than excavated
material material described in Item d. above) to be
placed on highground? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
4. GENERAL
a. Will the proposed project involve any
mitigation?
Yes X No
If yes, explain in detail
n INEIVE
U
JUN 12 3 2004
DIVISION OF
COASTAL MANAGEMENT
b. Will the proposed project require the relocation
of any existing utility lines? Yes X No
If yes, explain in detail
c. Will the proposed project require the
construction of any temporary detour sl uctures?
Yes X No
d. Will the proposed project require any work
channels? Yes X No
e. How will excavated or fill material be kept on
site and erosion controlled? Silt fences and
seeding
f. What type of construction equipment will be
used (for example, dragline, backhoe or hydraulic
dredge)? - Backhoe. dozer
g. Will wetlands be crossed in transporting
equipment to project site? X Yes No
If yes, explain steps that will be taken to lessen
environmental impacts. Wetlands will be crossed at
the identified road crossine area (culvert to be
installed here).
h. Will the placement of the proposed bridge or
culvert require any shoreline stabilization?
Yes X No
If yes, explain in detail
SeyLi- l rtt ?--
Applicant or Project Name
6
Signature
/,-:? /d
Date
Revised 03195
S
? ? ?0 7 M f? tco ? ? _
s
Caison's Creek
Mr. Tom Young
Brunswick County, NC
CAMA Major Permit Application
O\k? ®® 01
?a
SCALE 1" = 2.4 miles
Land Management Gwgp, ."neo
Environmental Consultants
Wilmington, N.C.
May 2004
Vicinity neap.
SHEET I of 0
1 4 tvAV 06P 5
1 --'l i .r? ? I f iFS•I ?? W
V+
"
'V IK' v i.?
'Jig
tr ?, 1 JAS
41
RAO
Y??prl J }s? - i.? 1? ? ? ??L? ii ?j _?? L? _,?t?? "T'.. ? ? ?.'LiY li'?• .
_tny.G >w.. ?:^?`t?W?'yax} - fir... v..aeT '?`y R.1 f 1i [JUE
All Fr?alfr
0 2000 4000
C,® SCALE 1" 2000'
?) Ca;sori's Creep Lid MKagent Group, Ina , _ ?? - - - -
Topographic map. Site located
Mr. Tom Young Environmental Consultants
Brunswick County, NC Wilmington, N.C. in the, Holden Beach quadrangle.
-- ,-- _-- _ -
q CAMA Major Permit Application T'ane 2004 SHEET ? of_ ?
1W r{3
1139
T' V

'?. . 6
' jf 1
'Ni 1E

Caison's Creek
Mr. Torn Young
Brunswick County, NC
"AM A Major Permit Application
Laud Ma nage It Group, Inc
Environmental Consultants
Wilmington, N.C.
June 2004
SCS soils survey
for Brunswick County.

2000
SCALE 1" =1000'
1000 SHEET 3 of S
2'
3.31'
?l
80'
NOTE: Elevations relative to NEW.
Caison's Creek
Mr. Tom Young
Brunswick County, NC
C AMA Major Permit Application
10 25'-Slips with Boat Lifts
4 Pilings per Boat Lift
SUN 2 3 uVI
tq ° ?MEN-c
Cap,STAL
AIWW Channel
Land Management Group, Inc.
Environmental Consultants
Wilmington, N.C.
Tune 2004
SCALE 1" = 50'
Community dock system
SHEET 6 of 8
3? 3
0.
O
0
aD
C
'

i

Zn
II ?
II
ct
zf1 U
R$ ?
rr" U
O
L®

-G
r-
00
o
C
O ?
U
N
O
a..
U
C„G
v
? r
IID N
GD
c _
L yo
<11
0
z
czi
CDO
C-1
0
z
O
U
c
f
P
`e
1 ?
t?
i
? t
t
a? p
.3 ?
C 1
M c
g,
IT
V
O O
N
CJ O

?
00
U

+ O O

L

ftS
?
a

U

O
O
O

O
v C° c

®G?c
?D
?
o
o
Q U
?_
ti
w

o
T
.O
,b
7J
O ?
d? ? w 'O I. O

U
eJ C O .1 G
O H U
G

w
0
z
? n
of Dee?
BrMISFA CUIm'FcmaTm
Robert
Tryst #120755
07/12002 02:41:57pm Rec# ?<
07/12/2002
$3,600.00 29
i e Estate
Tax
---? -------Excise Tax
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: S'?3'"-oo _ n f i
Parcel Identifier
MaillBox to:
County on tic _ day of
This instrument was prepared by Prevatte, Prevatte & Campbell, 601 N. Howe Sheet, Southport, NC 28461
and
Brief description for the'Index: 97.27 Acres
TIES DEED made this 12th day c
EdgarL.Caison (unmarried)
James Elbert Caison (unmarried)
3052 Holden Beach Road SW
andbetw=n
GRANTEE
Midway Development Corporation
Post Office Box 14
Winnabow, NC 28411
Suppiy, NC 28462 Q?
C a X _. , ...
offla
_ c?7Gho
Tb e designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, phrral, masculine, feminine or neuter as required by context.
,wiTNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the raxipt of which is hereby acknowledged, has
and by :'xse pres,°nm d :es g;ont, jnrgam, sera zyg%.t?v?.?,,..nto ? C^.ante°„ m Fl?yy sr?!°., all t;st c..?m. L^t c: r^?.rce1 cf l?°nd mtuate?l m
he City of-- Lockwo&tP6),l Toms'hipQ 17 wick County, North Carol na andmore
particularly described as follows: -
See Schedule "A" attached hereto and incorpo ) n I leferencd,°Ga-AMZT,&7
09peca,111
property hereinabove desenbed was acquired by Cnantor by inshuanent recorded in Book 149
page 101 and-
1300k 32, Page 123-
A map showing the above described property is recorded in Plat Book 24 page 531
NC Bar Association Form No. 1,3 0 1976, Revised © 1977, 2od -
Printed by Agreement with the NC Bar Association-1981 SoftPm ratios 33? E Raleigh, NC 27609
?9GUcr,?i? G' ,
tl e
RE-T TC ?'?2r7
TOTAL` RV-
V::Zn LKT ?s 1

n
\1
atA -,

A%k
oPS???
G
11 ? ,
13
12 f J
,IFS n r'
3a f a
C
k? 8
7 l
n, 8!' ?^V
t??L i!?rt i?N ?.3
NOT E7 REC RDi.';v CR' ;dVc''! NC: 8 RESERVE? FOR
FUTURE DEVELOPMENT
4
3
,l
WYE TABLE t PHASE 1
LINE tFNGTN BEARING r'I2
LEI 10.001 O L?''15 y(9?7T hl' W sp' *NllkA
U 3214 2
L4 79.36 1 84
Ls 10.00
LB 1020 N '1729-E LOT i LOT S
8X35 1LOT
lB &n SM-1 29-N LOT Si LOT S3 17433 SF
L9 &71 155 LOT 2 25188 SF 17,718 s
L70 7.50 58711'S9'W 18,011 S
Lil 250 H02148'01•W gg• LOT 3
RL112 &13 S88.37,'b'W ,? t&752 SF 1
59.02 S57s1'S9.1Y 87 LOT 52 5&39 S5844"50'W LOT 4 24,849 SF
1510 N8713S.A•E le.W SF
79.14 55.59 N6434' 404 AREA
31.88 5871935'W LOT 5
19.43 N88V7 '' 147,'. 19 .F
W. ?
PROPOSED WEnAND IMPACT (0.04 ac)
{

6' PER COL-OE-SC
iFE- CANAL

j>iiS(CN
ci»?
?
NAP BOOK 10, PACE 73

NRB-SE7 AT
RS ONE
dY (7YPIC.AL)-?t
AUGUST. 2= ak

RESERVED FOR
RESERVED FOR
FUTURE DEVELOPMENT
Q
1?9^ IV RIPARIAN SEW=
iYx

I 23 U PIER
24 3k
A, T
OoM
NGh9TY MAP NOT M SCAlE
R¢xfx camxA
roam
I, iNCUS C Y7 & CAR TUT T MT 7 S W UtTP 3ff
q x R ? t A N ALiVA. S R ' h Y Y l L F Ll m9Y JP.MrfL
9Esawmm ism x
PnIR R CIA%A9 LYIIIAiS 6Y OXMW 91/ .
TAAi :FE [tl.R9AA4!!9r RvTRD4 I ' #T
%ORm iAYI KpY1TOk t6pENSq ifUi 185 MT YS
p? ..? w tmimwx am as +;-ro u,umaa aTSa
mG4¢,'ll.
DAY OF iErmw.rv3NAIAFR>?A w-TK
_a xn,.
T+tws,s 9.c+et a
?ieAixi;,NF>90i "0.D .6 P C ;lr-tc
3u a Bmn
a1:a m-cxs a7nv+ua
TE4 ORAAY srxa a Nunn uxaeu,
Ct1-DE-SAC µ8r y+-
.Sx4Y Qr1?9 a
4dlN3Y ?"iw Fr Ti1i M WP @ PEAT'f0 ?f0tl1'pW 64]lN.tiL`4 3
:Nrtian ma Nt nxr4rar ?iruasto mt #mocn
f
aTru
I :nrc
CURIE TABLE
IXIR`rE LEIIGTH US DELTA BEARING CHCRO
A 4&591 r
10250 48.13
C2 78.72 100.00 74.88
C3 31.99 30.00 6tyy1_ '••0.50
C4 8&01 100.00 68.71
C5 249.571 171&42 249.35
249.93T 50.00 . 59.91
C7 90.09 1776.42 -90.08
C8 90.38 1778.42 90.31
C9 9688 1778.42 90.87
C2 76.97 35.00 6237
C13 88.991 25500 88.80
-4 24.441 755.00
, 24.43
CIS 1548 125.00 '.1'. 1545
CIB 281.75 5000 `.+0.04
C17
p2E
I&41
17500
1&40
CIB 81.98 275.00 81.44
C19 49.01 20520 13-4l'A4r 1 4889
C20 .d.19 2717.04 38.17
C21 61.13 280.64 1
' 8087
C22 4231 27.50 58M
'le S371 VN-j .3&0
C73 48.49 54.00 4,'107
C24 11.03 54.00 11.01
C25 20.78 54.00 21 20.24
C18 1270 27.50 W 1259
C28 21.51 3250 -31 21.12

OWN. TOM YC'INO
Not of D-w Of I
LOTS 1 THROUGH 5 and
SECTION 1 j
LOTS 1 THROUGH 5
NAPE FRC4 OEE7 B= 32. PAGE 123. °}UJNSABC%
IIIIII COUNTY REC6IRY, ERIINSMC% couwm NORTH
CARUJNA AM COSTING PH;9CAL ENRNCC
BRUNSVVICK
Si IRVF-- I. NC?, INC
Prof-x d Land =91,
Naih Cxcllna wd waiina
1027 S bbath Home Rd.. SW
SuPPIY. North Ccsdtna 78462 [phone]
100 0 100 200 ,q `\ A
l- 2GCr
? SCAtE LR
ATLANTIC
INTRACOASTAL
WATER WAY
, I
18'x18' tK L AV7" .
ii .... yilAi f1? 6
GAZ?O 9t
1 FOR tt?D '.S„ C OR 'CONVEYANCE t .. Q?=4,, ERatSfrG.:L^t1£R10. AC
?41 Al IL •/7 ? SGtla.... t .105 GATE.. _06-02 04 ? ? a? V OF
A u ,, Tmsellpt ? ?Y Mute: N Qb ?1S ANAG??EN
_ f 404 AREA t ? COUNTY, wUTSNpK FILE LoTsl 9 .._? ???`•+?A
AL
10 - 25' SUPS VATH LIFS sk L 4'?• 404 AREA .. I .......... .......I
STATE: NORTH CAROLINA : 3C9 N04 01158
CAISON'S CREEK
MR. TOM YOUNG
CAMA MAJOR PERMIT APPLICATION
SITE PLAN
JUNE 2004 SHEET OF
LAND MANAGEMENT GROUP, INC.
?101
tLG??FwtP?'
P?
Uri{ ' ?.'4^Y
P11?
_I ?7I i :d
iN{SI F, REC:;TSC€.'8G ^.1,c CCNIIE-'ANCE
ATLANTIC
INTRACOASTAL
MATER 'NAY
16' x la!
GAZEBO
TEMPORARY
CLL-DE-SAC
LOT SS
LOT S4 I7,589 F
LOT S, LOT 53 17,SS5 S"
26,25 S 17,778 4
LOT S.
/
'ROPOSEID WSTIAND ILIPACI' (0.04 ac)
CURVE LENGTH RALYU
FkPCRA 7
a-r c
RESERVED FOR
FUTI]RE DEVELOPMENT
1,4 \
13
12
0CN 0-01 10
W
7
0 RESERVE) FOR
FUTURE DEVELOPME'iT
4
3
PHASE 1
0
z
84
LOT I
a5 LOT 2
16,011 s
86 LOT 3
15752 S
?Z
87 a? 1eLT 1,
88 l \
LOT 5
:.? msm.te s
1Yv
f
d i
' Q?ER
x 1,1 7.L / - TC A . SF:!"LqT
c ?8 E`il I?Ed x
NAP axx 10, PAGE 73
N
Witl9 R8-3'P AT I
UNE
Nt (T f kl-) --?''
AUMST, 2001
15' RIP,VBAN SE76kCC
23 "o' PIER
24 5
?c
t
10 - 25' SUPS YdTH IIFS
GCAa .L' 1':E,1VO
/ 40, ARE,,
Sk
CAISON'S CREEK
MR I OM YOUNG JUNE 2004
CA1riA MAJOR "ERI`IIT APPLICA'?TION LAND MANAGEMENT GROUP, INC.
CU RW TA9ET --_
S 6 BEAfdNG CHOi20
C 4859 10259 27'(g',e 58T?0' '. 59.13
C2 76.77 ,00.00 Y I 7486
C3
C4
C5
C8
C7
Ce Al.-
BE.'I
249.57
21,9.93
99.09
90.38 '.AO1
IGO 0
1718.42
5O.00
1778,42
1778.41

'yry_ _

•'

249 _
59.91_
90.06
99.57
90.88 1776.42 9087
C12 76.97 3500 8237'
G73 88.99 2550C 1?? ?r4o"w 88_60,
.p4 24A 25500 N8898,02"W 24.43
C15 ia48 125.00 -le 15.+5
C16 261.75 5000 I 50.04
C17 15.41 175, 00 _QM3r I SBA•M5 ILLA
C18 61.96 20500 'S 48_gYW Bt.db
G19 49.01 205.0 0 5889
C20 36.19 29004 78.17
C21 81.13 290.04 80-67
5,2 4231 27.50 4{?,v1y'f I -20
5,3 49.49 54.00 N1T48'04'E 56.m
C24 11.03 54.07 'a ' 11.01
C25 20.38 54.00 20.24
C29 1270 27.50 1259
016 21.51 7250 H88'14'13"E 21.12
A,IknC
CaF6
NC161Y MAP NOT TO SCALE
N,A1N C4%.tIIW
G ANNIS x Nu 4 GXhT TN.T Tl it AT %IS S1N1 I][FR YY
y,,YYAt FF21 tii ,>C"JK sufY dlDE:20'A MY sra,mm,
:JER?tW N 9UT liE
EXRW OF CLO% c A6 ataxAn V C84 IiFR n 1/
14AT 1,}E BMVC m NOt swam N M 093911,"-
flII1R01»31 uV Wtgl t6FF1-= MT TS MT YVS
95'DAq M ?c
saws s Tl tlhl 6S R-3T AS ,?hP'..1 ¦IK4
m wcux aasrvAa3r Aw SlA 11E Nlla?
_wra AA, A.__.
Dt_ _ 4N _1 C. \r
axws s wr?r,
as.4?t1?:,.;re LC OR ? -!k>?!:'. Cv
gu a sTUe
rewr» areas rs.Taxare
mm w NK M CXO]dA
c+Anr m ?_?
t ansx vrax er _.-
m1NPq 9uT rx aTS w ?r ro aern an c?.m, e
uTaw Nan w.6UCf161Y nm?xt?M s>R 1
Kum
we
Cn;NF--b 7:114 MUNI.
PEct Of 9uwY Ct
LOTS 1 THROUGH 5 cnd
SECTION 1
LOTS 1 THROUGH 5
WVNE F-Rou DEED e= 32. PAS' 123, BiMMICa
CW\R' REGSIRY, BRUNS= Caum NORTH
CAROLINA AND EA=NC prff-C4L emENC£.
BRl1NSWICK
SURVEYING, INC
P, rsdaial land Nnoya.
North G-df- nd Swch C76in9
1921 S65oN Hone Rd., SW
Supply. Nalh C-itna 2Fi82 [phone]
100 0 t00 200 III
._? «Il lyt GJl ??
1
4
Nv1 FAR ;5S>ti:,L7Av UR CO:dVEYANCE.
??o1, aa,u6c'sn9't?ac.? ' { n??p- I SCALE- 1- - 100' DATE' C-112-04
7OMlS IP: CCC?,MOD ECL " FIELD SOCK N/A
CWHF mlisHCK a ?p y SC?`44?"'? T??
'fl_ LOTSt t0 to ?v+
404 AREA ......._... ....._., C
STAw NORTH CAROLINA JOB NO. 01158
SITE PLAN
SHEETA OF