SW8990913_HISTORICAL FILE_20010423

STORMWATER DIVISION CODING SHEET
POST—CONSTRUCTION PERMITS
PERMIT NO. SW8 c 1t
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 2 o O \ O`123
YYYYMM DD

i orth Carolina
-Department of Environment and Natural Resources
' t • s
Division of Water Quality
Wilmington Regional Office
`Michael F. Easley, GovernorNCmwhENR
William G. Russ ,Ir., Secretary NORTH CAROLINA DEPARTMENT Or
ENVIRONMENT AND NATURAL RESOURCES
April 23, 2001
Mr. Sean Scanlon, Vice-President
Coastal Conun unities, Inc.
131 Ocean Blvd. West
Holden Beach, NC 28462
Subject: Permit No. SW8 990913) Modification
Seascape at Holden Plantation
Low Density Subdivision Stormwater Permit
Brunswick County
Dear Mr. Atkinson:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Seascape at
Holden Plantation on April 9, 2001 Staff review of the plans and specifications has determined that the project, as
proposed, will comply with the Storiwater Regulations set forth in Title 15A NCAC 21-1.1000. We are forwarding
Permit No. S W 8 990913 Modification,dated April 23, 2001,for the construction of the project Seascape at Holden
Plantation.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and
limitations as specified therein, and does not supersede any other agency permit that may be required.
If am'parts, requirements; or limitations contained in this permit are unacceptable; you have the right to request an
adjudicatory hearing upon written request within thirty(30)days following receipt of this permit.This request must
be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh,NC 2761 1-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact either Noelle
Lutheran or me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/nml: S:\WQS\SI'ORMWA7-\PERMIT\990913.AUG
cc: Perry Davis, P.E
Delaney Aycock, Brunswick County Inspections
David Thomas, NCDOT-Division 3, District 3
Wilmington Regional Office
Central Files
Noelle Lutheran
127 Cardinal or. Ext.,Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Emplover 500/,, recycled/1011/. posi-consumer paper

State Stormwater Management Systems
Permit No SW8 99()913
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143,General Statutes ofNorth Carolina as amended,and
other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Coastal Communities, Inc.
Seascape at Holden Plantation
Brunswick County
FOR THE
construction,operation and maimenance ofa 25%low density subdivision in compliance with the provisions of 15A
NCAC 2H .1000(hereafter referred to as the "stormwater rules'D and the approved stormwater management plans
and specifications, and other supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit for Seascape at Holden Plantation.
The Permit shall be effective from the date of issuance until rescinded and shall be subject to the following specific
conditions and limitations:
L DESIGN STANDARDS
l. Lots 1-191 are limited to a maximum of 6000 square feet of built-upon area,and lots 318-386 are limited to
a maximum of 5,000 square feet as indicated in the approved plans. CAMA regulations may reduce the
allowable built-upon area for those lots within the AEC. A permit modification or individual permits are
required for all reserved areas on the approved plans.
2. The overall tract built-upon area percentage or lot sizes for the project must be maintained at 25%, per the
requirements of Section .1005 of the stormwater rules.
3. Approved plans and specifications for projects covered by this permit are incorporated by reference and are
enforceable parts of the permit.
4. Projects covered by this permit will maintain a minimum 30 foot wide vegetative buffer between all
impervious areas and surface waters.
5. '['his project proposes a curb outlet system. Each designated curb outlet Swale shown on the approved plan
must be maintained ata minimum of 100'long with 5:1 (H:V)side slopes or flatter, have a longitudinal slope
no steeper than 5%, carry the flow from a 10 year storm in a non-erosive manner, and maintain a dense
vegetated cover.
2

State Stormwaler Management Systems
Permit No.SW8 99090
6. The only runoff conveyance systems allowed will be vegetated conveyances such as swales with minimum
side slopes of":1 (]-I:V) as defined in the stormwater rules and approved by the Division.
11. SCHEDULE OF COMPLIANCE
1. Swales and other vegetated conveyances shall be constructed in their entirety,vegetated,and be operational
for their intended use prior to the construction of any built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the swales or other
vegetated conveyances will be repaired immediately.
3. The permiltee shall at all times provide the operation and maintenance necessary to operate the permitted
stormwater management systems at optimum efficiency to include:
a. Inspections
b. Sediment removal.
C. Mowing, and revegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Cleaning and repair of catch basin grates, flumes, piping, and the flow spreader mechanism..
4. Deed restrictions arc incorporated into this permit by reference and must be recorded with the Office of the
Re sister of Deeds prior to the sale of any lot. Recorded deed restrictions must include, as a minimum, the
following statements related to stormwater management:
It. "The allowable built-upon area for lots 1-191 is 6000 square feet. The allowable built-upon area
for lots 318-386 is 5,000 square feet. This allotted amount includes any built-upon area
constructed within the lot property boundaries, and that portion of the right-of-way between the
front lot line and the edge of the pavement. Built upon area includes, but is not limited to,
structures, asphalt, concrete, gravel, brick, stone, slate, and coquina, but does not include raised,
open wood decking, or the water surface of swimming pools."
b. "The covenants pertaining to stormwater regulations may not be changed or deleted without
concurrence of the Division of Water Quality. '
C. "Pilling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the
development except for average driveway crossings, is strictly prohibited by any persons."
d. "Lots within CAMA's Area of Environmental Concern may have the permitted built-upon area
reduced due to CAMA jurisdiction within the AEC."
C. "Each lot will maintain a 30'wide vegetated buffer between all impervious areas and surface waters."
5. The permiltee shall submit a copy ofthe recorded deed restrictions which indicates the approved built-upon
area per lot within 30 days of the date of'recording.
6. The permiltee shall submit all information requested by the Director or his representative within the time
frame specified in the written information request.
7. No piping shall be allowed except:
a. That minimum amount necessary to direct runoff beneath an impervious surface such as a road.
b. That minimwn amount needed under driveways to provide access to lots.
C. That minimum amount of infiltration piping as shown on the approved plans.
3

Stale Stonnwater Management Systems
Permit No.SW8 990913
d. That minimum amount needed associated with the outlet structures of the ponds for the purpose of
flood control as shown on the approved plans.
8. The permittee is responsible for veri Eying that the proposed built-upon area does not exceed the allowable
built-upon area. Once the lot transfer is complete, the built-upon area may not be revised without approval
from the Division of Water Quality,and responsibility for meeting the built-upon area limit is transferred to
the individual property owner.
9. Within 30 days of completion of the project, the permittee must certify in writing that the project's
stormwater controls,and impervious surfaces have been constructed within substantial intent ofthe approved
plans and specifications. Any deviation from the approved plans must be noted on the Certification.
10. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements ofthe permit. Within the time frame specified in the notice,the permittee shall submit a written
time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall
provide copies of revised plans and certification in writing to the Director that the changes have been made.
11. The following items will require a modification to the permit. Revised plans,specifications and calculations
must be permitted prior to beginning construction on the modification:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area.
e. Further subdivision, acquisition, or selling of the project area.
F. filling in, altering or piping any vegetative conveyance shown on the approved plan.
12. 'file Director may determine that other revisions to the project should require a modification to the permit.
III. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statutes
143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, revocation and reissuance, or termination does not slay any pernut condition.
4. 'file issuance ofthis permit does not prohibit the Director from reopcningand modifyingthe permit,revoking
and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations contained
in Title 15A of the North Carolina Administrative Code, Subchapter 21-1.1000; and North Carolina General
Statute 143-215.1 et. al.
5. The permit is not transferable to any person or entity except after notice to and approval by the Director. The
Director may require modification or revocation and reissuance of the pernut to change the name and
incorporate such other requirements as may be necessary. A formal permit request must be submitted to the
Division of Water Quality accompanied by the appropriate fee, documentation from both parties involved,
and other supporting materials as may be appropriate. The approval of this request will be considered on its
merits, and may or may not be approved.
6. The issuance ofthis permit does not preclude the Permittee Isom complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other pvernment a encies (local, state and federal)
which havejurisdiction. If any of those permits result in revisions to the pfans, a permit modification must
be submitted.
4

I
State Stormwater Management Systems
Permit No.SW8 990913
7. The permittee wants permission to DENR Staff to enter the property during business hours for the purposes
of inspecting the stormwater control system and it's components.
8. The permittee shall notify the Division of Water Quality ofany mailing address changes within 30 days of
moving.
Permit issued this the 23rd day of April, 2001.
NOI " ROLIN NV ONMENfAL MANAGEMENT COMMISSION
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 990913
5

„ .OFFICE'USEONLY ; N
ate Received Fee Paid Permit Number
i_J�,143 Latig 11AY1
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION:
1. Applicant's name(specify the name of the corporation, individual, etc. who owns the project):
Coastal Con-irr ies, Inc.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and
compliance):
Sean Scanlon, Project Coordinator/ytGG - pr651�a✓1
3. Mailing Address for person listed in item 2 above:
13 1 Ocean Blvd, West
City: Holden Beach State: NC Zip: 284G2
Telephone Number: (9 1 0) 842-4939
4. Project Name(subdivision, facility, or establishment name - should be consistent with project name
on plans, specifications, letters, operation and maintenance agreements, etc.):
5ea5cape at Holden Plantation
5. Location of Project(street address):
Stone Chimney Road (SR I 1 1 9)
City: Holden Beach County: Brunswick
6. Directions to project (from nearest major intersection):
Approx. 3/4 of a mile south of the Sabbath Home road and Stone Chimney road intersection across from the
Entrance to the Lockwood Polly Golf Course Community
7. Latitude: N 33003'48” Longitude: W G 1 034'4 1 " Of project
8. Contact person who can answer questions about the project:
Name: Sean Scanlon Telephone Number: (9 1 O) 842-4939
II. PERMIT INFORMATION:
I. Specify whether,project is (check one): New Renewal X Modification
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number SW8 9909 13 And its issue date (if known) 8 March 2000
Form: SWU-101 Version3.99 Page 1 of

I
3. Specify the type of project(check one):
X Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
X CAMA Major X Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6747.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater will be conveyed to 5: 1 vecjetabve 5wale5 at a minimum lencjth of 1 00' prior to dischar mq
Into wetland areas, amenity ponds and the proposed marina Site.
2. Stormwater runoff from this project drains to the Lumber River basin.
3. Total Project Area: 222.0 acres 4. Project Built Upon Area: 24.97 %
5. How many drainage basins does the project have? 1
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information Drainage Area 1 Drainage Area 2
Receiving Stream Name Atlantic Intracoastal Waterway
Receiving Stream Class SA
Drainage Basin Area 222.0 ac.
Existing Impervious* Area 0
Proposed Impervious* Area 55.43 ac.
% Impervious* Area(total) 24.97 %
Impervious* Surface Area Drainage Area I Drainage Area 2
On-site Buildings 34.29 ac.
On-site Streets 1 4. 1 7 ac.
On-site Parking 0.24 ac.
On-site Sidewalks 1 ,93 ac.
Other on-site(e.pgrtN ENe 4.80ac.
Off site 0
Total: 55.43 ac. Total:
"Impervious area is defined as the built upon area including,but not limited to, buildings,roads,parking areas,
sidewalks,gravel areas, etc.
7. How was the off-site impervious area listed above derived? Topographic information
Fonu: SWU-101 Version 399 Page 2 of

IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built-upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than square feet of anv lot shall be coverer!by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
Decking or the water surface ofswimming pools.
"Lots 1-1 91 = 1 91 @ 6,000 5F; Lots 1 92-3 1 745KIP; Lots 3 18-386=69 @ 5,000 5P;
3. Swales shall not be filled in,piped, or altered except as necessary to provide driveway crossings.
4. Built-upon area in excess area of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runofffrom outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted. -
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the required covenants will be binding on all parties and
persons claiming under them, that they will run the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
Each BMP specified for this project. Contact the Stormwater and General Permits Unit at(919) 733-5083 for the
status and availability of these forms.
Form SWU-102 Wet Detention Basin Supplement
Form SWU-102 Infiltration Basin Supplement
Form SWU-102 Low Density Supplement
Form SWU-102 Curb Outlet System Supplement
Form SWU-102 Off-Site System Supplement
Form SWU-102 Underground Infiltration Trench Supplement
Form SWU-102 Neuse River Basin Supplement
Form SWU-102 Innovative Best Management Practice Supplement
Form: SWU-101 Version 3.99 Page 3 of 4

r
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality
(DWQ)•
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
ItLats
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Forms) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/ management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
- Legend
-North Arrow
- Scale
- Revision number and date
- Mean high water line
-Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans none exist
- Existing drainage (including off-site), drainage easements,pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers(where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent(individual or firm): Cape Fear Engineering
Mailing Address: 5040 New Centre Dr., Suite D
City: Wilmington State: NC Zip: 28403
Phone: [phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed on General Information, item 2) Sean Scanlon
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.
Signature: Date: �- • e'/
Form: SWU-101 Version 3.99 Page 4 of

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can
be found in 15A NCAC 2H .1005 through .1007.
I. PROJECT INFORMATION
Project Name Seascape at Holden Plantation
Contact Person : Sean Scanlon Phone Number: 910-842-4939
Number of Lots: 260 Allowable Built Upon Area Per Lot*: 69@5000;191 @6000;
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon
area for each lot. The attachment must include the project name, phase, page numbers and provide area
subtotals and totals.
II. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculations in the space provided below where:
• SA Site Area- the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor- the appropriate percent built upon area dived by 100.
• RA Road Area- the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots - the total number of lots in the subdivision.
• BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
Form: SWU-104 Rev 3.99 Pagel of2

(SA x DF) - RA - OA = BUA
No. Lots Lots
Calculation:
(222.Oac. x 0.25 %)— 14.17 ac. — 7.03 ac. = 34.30 ac. = 1,494,108 SF
T 260 260 260 lots
Lots 1-191: 191@ 6,000 SF= 1,146,000 SF l TOTAL: 1,491,000 SF on 260 LOTS
Lots 318-386: 69 @ 5,000 SF=345,000 SF f
III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.
Applica s Initials
a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided by DWQ within 30 days of
platting and prior to sale of any lots.
C. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if applicable).
[I5A NCAC 2H .1007(2)(b)]
Fom: SWU-104 Rev 3.99 Page 2 of 2

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
CURB OUTLET SYSTEM SUPPLEMENT
FOR LOW DENSITY DEVFLOPMEN'r WITH CURB AND GUTTER
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, a
curb outlet system supplement, a low density supplement, design calculations, and plans and specifications
showing all stormwater conveyances and curb outlet details.
L PROJECT INFORMATION
Project Name : Seascape at Holden Plantation
Contact Person: Sean Scanlon Phone Number: (9 1 0) 846- 1 000
Curb outlets to (check one): 4 Swale 0 Vegetated Area
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent on the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants nitials
a. Curb outlets direct flow to a Swale or vegetated area.
b. Swales or vegetated areas receiving curb outlet flow are designed to carry, at a minimum, the
peak flow from the 10-year storm.
c. Flow velocity is non-erosive for peak flow from the 10-year storm event.
d. Longitudinal slope of the Swale or vegetated area does not exceed 5%.
e. Side slopes of the Swale or vegetated area are no steeper than 5:1 (horizontal to vertical).
f. Length of Swale or vegetated are is> 100 feet.
g. The system takes into account the run-off at ultimate built-out potential from all surfaces
draining to the system (delineate drainage area for each Swale).
h. Swales are located in recorded drainage easements.
i. Grass type(s) for permanent vegetative cover specified on detail.
j. Swale detail provided on plan
Fovn SWU-105 Ver3.99 Page I of 3

III. DESIGN INFORMATION (CONT.)
Table 1. Swale Design Information
Swale No. Drainage Impervious Grassed C Q V allow V actual Flow
Area (ac) Area (ac) Area (ac) (cfs) (fps) (fps) Depth (ft)
A 1.88 0.69 1.19 0.51 6.00 5.0 2.44 0.70
B 0.28 0.20 0.08 0.75 1.32 5.0 1.94 0.37
C 1.00 0.40 0.60 0.53 3.34 5.0 2.11 0.56
D 6.09 1.61 4.48 0.44 13.41 5.0 4.68 0.76
E 1.42 0.48 0.94 0.49 4.35 5.0 2.92 0.55
F 5.56 1.39 4.17 0.43 11.96 5.0 3.23 0.86
G 6.21 1.78 4.43 0.45 14.16 5.0 2.64 1.04
H 5.29 1.58 3.71 0.46 12.29 5.0 2.07 1.09
I 4.24 1.66 2.58 0.52 11.24 5.0 2.20 1.01
1 0.93 0.37 0.56 0.53 3.10 5.0 1.59 0.62
K 5.56 1.94 3.62 0.49 13.90 5.0 3.01 0.96
L 0.66 0.28 0.38 0.55 2.27 5.0 2.08 0.47
M 3.79 1.40 2.39 0.51 12.14 5.0 2.13 1.07
N 2.84 0.98 1.86 0.49 8.79 5.0 2.00 0.94
O 3.49 1.25 2.24 0.50 11.01 5.0 2.28 0.98
P RESERVED FOR FUTURE DEVELOPMENT
Q 6.93 2.60 4.33 0.51 17.99 5.0 3.54 1.01
R 0.83 0.29 0.54 0.49 2.59 5.0 1.98 0.51
S 6.87 2.02 4.85 0.46 15.85 5.0 3.69 0.93
T 1.75 0.56 1.19 0.47 5.23 5.0 2.10 0.71
U 2.25 0.75 1.50 0.48 6.86 5.0 2.52 0.74
V 3.54 1.15 2.39 0.48 10.66 5.0 2.81 0.87
W 1.85 0.84 1.01 0.57 6.63 5.0 2.37 0.75
X 3.50 1.21 2.29 0.49 10.85 5.0 2.49 0.93
Y 5.76 1.89 3.87 0.48 13.98 5.0 2.78 1.00
Z 4.50 1.44 3.06 0.47 10.79 5.0 3.02 0.85
Form SWU-105 Ver3.99 Page 2A of 3

III. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual.
Table 1. Swale Design Information
Swale No. Drainage Impervious Grassed C Q V allow V actual Flow
Area (ac) Area (ac) Area(ac) (cfs) (fps) , (fps) Depth(ft)
AA 4.30 1.31 2.99 0.46 10.08 5.0 1.95 1.02
BB 4.00 1.01 2.99 0.43 10.75 5.0 2.82 0.87
CC 1.29 0.49 0.80 0.52 4.19 5.0 2.59 0.57
DD 2.26 0.64 1.62 0.45 6.38 5.0 2.08 0.78
EE 1.06 0.35 0.71 0.48 3.21 5.0 1.79 0.60
FF 7.76 2.28 5.48 0.46 17.89 5.0 2.63 1.17
GG 3.03 0.96 2.07 0.47 9.01 5.0 4.81 0.61
FIH 3.52 1.22 2.30 0.49 10.92 5.0 2.57 0.92
II 4.10 1.39 2.71 0.49 10.11 5.0 2.39 0.92
JJ 1.34 0.27 1.07 0.39 3.30 5.0 1.37 0.69
KK 1.24 0.42 0.82 0.49 3.81 5.0 1.47 0.72
LL 2.09 0.78 1.31 0.51 6.73 5.0 2.06 0.81
MM 3.23 1.07 2.16 0.48 9.81 5.0 2.05 0.98
FormSWU-105 Ver3.99 Page2Bof 3

IV. CURB OUTLET SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time.
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices, and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that 1 am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to
changes to the system or responsible party.
Print Name and Title: Sean Scanlon, Project Coordinator
Address: 10I Ocean Blvd. West
Phone: (91 O) 642- 939 Date:
Signature:
Note: The legally responsible parry should not be a homeowners association unless more than 50%of the lots have been.cold and a
resident of the subdivision has been named the president.
t, 9. 5cof� 1(ennelmr .11L ,a Notary Public for the State of N6rR Caipl t na. ,County of NdW IJgNp✓er
do Hereby certify that Sea Y1 5cetnlOn personally appeared before me this Z✓
day of r-p + 0.vV ' ZDD I ,and acknowledge the due execution of the foregoing infiltration basin maintenance
requirements. Wines my hand and official seal,
ON\\\\\1111111111//l��
OSi�I..•• My commission expires marG17 077 p'{pDz
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HA•......... a0 c°\
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PormSWU-105 Ver3.99 Page 3of3

CAPE FEAR
Engineering, Inc.
- REC=T'•�VED
APR 0 9 2001
April 4, 2001 BY
Noelle Lutheran
NCDENP
Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28403
Re: Seascape at 1lolden Plantation
5W8 9909 13
Dear Ms. Lutheran:
Thank you for your call to discuss the additional information required to complete
the modification to the above referenced permit. The following hst summarizes
the revisions:
I . Water Quality Swale "GG" has been revised to 1 00' in length prior to
commingling with other stormwater runoff.
2. The sample calculation summary has been revised for Swale lengths. WQS
"GG" is the only Swale that has been revised. The other previously reported
Swale lengths of less than 1 00' were in error.
To support the above described revisions, attached please find the following:
• 2 sets of revised plans
• 2 copies of revised sample calculations
I trust this information to be sufficient for your review. If you have any questions,
comments, or require additional information regarding this matter, please contact
this office.
Si/n�ce/re�
K. Davis Fennell, PE
Cc: file (801 -01 "30" SW)
5040 New Centre Or.,Suite 0 • Wilmington, NC 26403 • TEL:[phone] • FAX[phone]
250 North Chuch Street • 5partanburg, 5C 29306 • TEL:(564)596-M01 • FAX:[phone]

CAPE FEAR
FZ�4:CEI VED
Engineering, Inc. MAR 0 2001
BY:
March G, 2001
Noelle Lutheran
NCDENR
Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28403
Re: 5ea5cape at Holden Plantation
5W8 990913
Dear Ms. Lutheran:
Thank you for meeting with me to discuss the additional information required to
complete the modification to the above referenced permit. The following list
summarizes the revisions:
I . The graphic symbols for storm drainage devices on the plans have been
improved to properly illustrate that all water quality swales are a minimum of
100 linear feet.
2. Water quality swales °DD", "GG", and "11" have been lengthened to provide
additional treatment.
3. The parking areas and marina amenity buildings previously shown within
drainage areas "P" and "Q" have been deleted from the plan and shown as
"RESERVED" areas. Impervious allocations have been attributed to the
reserved areas and are included in the "contingency" amount on the plans and
application. No built upon areas are to be constructed in the reserved areas
without first obtaining prior approval via. a permit application. A note to this
effect has been added to sheet I (Note #8).
4. A note has been to sheet 2 stating that only the boat ramp shall be allowed
to drain to the marina basin. No other built upon areas, including future BUA
assoaated with the reserved areas, shall drain to the marina basin.
5. An infiltration pipe trench detail has been added to sheet 3.
G. The G9 lots in the marina village (lots 3 18-38G) have been in impervious
allocation from 0000 sf/lot to 5000 sf/lot.
7. Circle drives have been added to the amenity areas between lots 372/373
and lots 350/3G9. The impervious allocation for the circle drives is included
in the streets portion of the application.
8. The sample calculations have been revised to include slope information.
5040 New Centre Dr., Suite D • Wilmington, NC 25403 • TEL:[phone] • FAX:[phone]
250 North Chuch Street • Spartanburg,5C 29306 • TEL:[phone] • FAX:[phone]

Node Lutheran
March 5, 2001
Page 2 of 2
To support the above described rev1510115, attached please find the following:
• 2 copies of revised pages 2 and 3 of the application
• 2 cople5 of a revised Low Density Supplement
• 2 copies of revised page 2A of 3, Curb Outlet Supplement
• 2 copie5 of revised sample calculations
• 2 copies of revised plans and details
I am also returning to you the set of plans that were used for your initial review
(with the pink hi6jhli6jht5).
I trust this information to be Sufficient for your review. Upon completion of your
review of this material, please give me a call 5o that we may arrange a Site visit. I
look forward to hearmg from you soon.
5mcerely,
K. Davi5 Fennell, PE
Cc: file (50 1 -0 1 "30" 5W)

CAPE FEAR
Engineering, Inc.
5040New Centre Orwe,SuftD 250 North Church St.
Wilmington,N.C.28403 Spartanburg,SC 28308
TEL [phone] TEL [phone]
FAX [phone] FAX[phone]
www.capefeareng.com
Transmittal
TO: NCDENR DATE: February 2, 2001
Water Quality Section PROJECT NO: 801-01
RE: Permit Modification
SW889@946- 1ga9/
ATTENTION Noelle Lutheran
Quantity Drawing No. Description
2 Original + 1 copy —Application
2 Original + 1 copy — Curb Outlet Supplement
2 Original + 1 copy — Low Density Supplement
2 copies Design narrative and calc's
2 sets Revised Stormwater Management Plans
1 Application Fee - $420.00
REMARKS
CC: File CAP FEr Engineering, Inc.
Signed &-- 1
K. Davis Vennell, PE
P:\801\801-01\admin\StormwateriMod2feb01\trans-DWQ-2febOt.doc

Design Narrative and
Supporting Calculations
For
SeaScape at Holden Plantation
Brunswick County, North Carolina
Prepared for
Coastal Communities, Inc.
131 Ocean Blvd. West
Holden Beach, North Carolina 28462
[phone]
Date: February, 2001 r`�i�%FEssip �y'
Q 9�
- � SEAL
ozasoe
q
Prepared by
Cape Fear Engineering, Inc.
5040 New Centre Drive, Suit D
Wilmington, North Carolina 28403
[phone]
I

DESIGN NARRATIVE
1. GENERAL:
The project site is located off of(SR1119) Stone Chimney road approximately '/< of a mile south
of the Stone Chimney road and Sabbath Home road intersection within Brunswick County, North
Carolina. This phase of the project site is approximately 222 acres. Drainage considerations are
to be in accordance with DWQ stormwater requirements. Stormwater Permit # SW8 990913 was
issued for this project on 8 March 2000.
The intent of this project is to develop streets, drainage improvements, development office with
parking, single family residential lots, and a marina with amenities. This development will
support 268 single-family homesites in this first phase of construction. The impervious coverage
has been kept to a minimum to promote infiltration as much as possible. These home sites will
average 1/2 of an acre in area and limited to no more than 6,000 sq. ft. of built upon area per lot.
2. EXISTING SITE:
Site topography in the area is relatively flat with slopes typically less than (2) percent. There are
low areas throughout the site that drain to wetlands, which will provide positive drainage for the
area to the Spring Creek and to the Atlantic Intracoastal Waterway. Vegetation consists primarily
of grasses and minor ground cover within the area of the improvements. Subsurface soils are
typically a mixture of sands, silty sands and organics.
3. PROPOSED IMPROVEMENTS:
Improvements proposed include drainage devices, streets, utilities and a development office with
parking. Drainage for the most part will sheet flow from the lots into the streets which will have
curb and gutter to direct drainage to low points in the roads. Drainage at the low points in the
streets will flow into trench drains, curb inlets, or curb cuts which then outlet into vegetative
swales that will be constructed with 5:1 side-slopes and a minimum length of 100 feet. In some
instances in this project, once the storm water flows through the vegetative swales at the
minimum design criteria, it will drop into an inlet box and be directed via subsurface piping to an
outlet source. This outlet source will be either a drainage ditch or the proposed marina basin. In
the case of a pipe directed into the marina basin, the pipe will be set to an elevation so that the
pipe will be below the marina basin water surface. The storm water that enters the proposed
subsurface pipe will be treated prior to entering this conveyance pipe. The pipe lengths have been
kept to a minimum and are needed only to convey treated storm water due to the topography
limitations. Piping will be perforated and installed at relatively flat slopes to promote infiltration
when possible. The soils are very sandy and ideal for infiltration.

4. MODIFICATIONS TO APPROVED PLAN
The purpose of this permit modification is to update the approved plan for minor revisions to the
land plan and drainage patterns. The project boundary has been revised slightly, yielding a new
project area of 222.0 acres. The overall stormwater management concept remains as approved
but piping has been deleted or revised, all but 4 trench drains have been deleted, drainage basins
are slightly altered due to grading concerns, and the number of single family lots has been
reduced from 281 to 268. Overall, the total linear footage of conveyance piping/trench drains has
been reduced by ,more than 15%.

APPENDIX "A"
DRAINAGE CALCULATIONS
I

Seascape at Holden Plantation
Sample Calculations (Swale A)
Columns correspond to attached spreadsheet.
C (Column4')
C = Composite rational runoff coefficient = (Impervious area (Columns"2') * 0.95 +
Pervious area (Column "3) * 0.25)/Drainage area (Column "1') = 0.51
The Flowrate was calculated using the following Intensity equation:
Iho (Column '6'.)
Ito = Rainfall intensity(in/ht) = 121.796 a« = 6.31 in./hr
T� +23.5)
Tc (Column -S') = Time of concentration (min)
Assume: If Drainage Area < 4 Acres, Tc = 10 min.
If Drainage Area > 4 Acres, Tc = 20 min.
Q (Colttmn"'Z
Q=Flowrate (cfs) = C(Colutut "4",) *1(0uniit "6i) *A (Column'"1 ')
= 0.51 * 6.31 in/hr * 1.88 ac = 6.01 cfs
The depth of flow was calculated by reworking the following equations:
Depth (Column IT)
'51t 1,4&Ho l
Depth (ft) =y o```p��N CAROz%
��a FESS/O y9
s QQO
Use mannings equation to solve for y: _ SEAL -
0249W
"s
P
Q = 1.49A* R�1' *Sy' =6.00cfs •,,,•fQgV, 1NEE , `�.�,.
'�.
�II�I$I I\
M
Stormwater Calculations Page I

Seascape at Holden Plantation
n =Mannings roughness coefficient = 0.03
A = Cross sectional area of low (st _ (Bottom width * Depth) + (Side slope ratio
Depth)= 0+5y'
R = Hydraulic radius(ft) =A
P
P = Wetted perimeter(ft) = Bottom width +2* Depth* I+Side slope ratio1
= 0+2y —I+— therefore R = 0.49y
L (Column 'ff') =Length of run (ft) = 100 ft
H(Column "9') = Elevation change (ft) = 1 ft
S ('Column "10"r) =Longitudinal slope (ft/ft) = 0.01
Reformulate mannings equation:
y = ' Q
15.44
y = 0.70 ft
The velocity was calculated using the following equation:
Velocity (Column "TY )
V = Velocity(fps) V = Q = 2.44 fps
A
Stormwater Calculations Page 2

Column = ..2., I__ ., „4,. • , .: 5„ ;;$ 12
Drainage Impervious Grassed Runoff Coef. Time of Conc. Intensity Flowrate Length Height Slope Depth Velocity '
swale Area (ac) Area (ac) Area (ac) C Tc (min) 110 (in/hr) O (cfs) L (ft) H (ft) S y (ft) V(fps)
A 1.88 0.69 1.19 0.51 1 10.00 6.31 1 6.01 100 1 0.010 1 0.70 2.44
B 0.28 0.20 0.08 0.75 10.00 6.31 1 1.33 100 1.5 1 0.015 1 0.37 1.95
C 1.00 0.40 0.60 0.53 10.00 6.31 3.34 100 1 0.010 0.56 2.11
D 6.09 1.61 4.48 0.44 20.00 5.06 13.41 100 3 0.030 0.77 4.50
E 1.42 0.48 0.94 0.49 10.00 6.31 4.36 100 2 0.020 0.55 2.92
F 5.56 1.39 4.17 0.43 20.00 5.06 11.96 150 2 0.013 0.86 3.23
G 6.21 1.78 4.43 0.45 20.00 5.06 14.17 215 1.5 0.007 1.04 2.64
H 5.29 1.58 3.71 0.46 20.00 5.06 12.29 250 1 0.004 1.09 2.07
I 4.24 1.57 2.67 0.51 20.00 5.06 10.93 400 2 0.005 1.00 2.18
J 0.93 0.37 0.56 0.53 10.00 6.31 3.10 400 2 0.005 0.62 1.59
K 5.56 1.94 3.62 0.49 20.00 5.06 13.91 200 2 0.010 0.96 3.01
L 0.66 0.28 0.38 0.55 10.00 6.31 2.28 120 1.5 0.013 0.47 2.08
M 3.79 1.40 2.39 0.51 10.00 6.31 12.16 115 1 0.5 0. 004 1.07 2.13
N 2.84 0.98 1.86 0.49 10.00 6.31 8.81 110 0.5 0.005 0.94 2.00
O 3.49 _ 1.25 2.24 0.50 10.00 6.31 11.03 102 0.5 0.005 1.01 2.17
P Reserved for Future Development
O 6.93 ]_2.60_ 4.33 0.51 20.00 5.06 17.99 115_ 1.5 0.013 1.01 _ 3.54
R 0.83 0.29 0 54 0.49 _ 10.00 6.31 2.59 100 1 0.010 0.51 1.98
S 1.75 2.56 I 119 0.46 20.00 5.06 15.85 003 1.5 0.015 I 0.94 3.58
T 1.75 0.56 1.19 0.47 10.00 6.31 1 5.23 135 1 0.007 0.71 2.10
U Y-25-1 0.75 1.50 0.48 10.00 6.31 6.86 150 1.5 0.010 0.74 2.52
V 3.54 1.15 2.39 0.48 j 10.00 6.31 10.66 150 1.5 0.010 0.87 2.81
W 1.85 0.84 1.01 0.57 1 10.00 6.31 1 6.63 115 1 0.009 0.75 2.37
X 3.50 1.21 2.29 0.49 10.00 6.31 10.87 102 0.5 0.005 1.00 2.16
Y 5.76 1.89 3.87 0.48 20.00 5.06 13.99 185 1.5 0.008 1.00 2.78
Z 4.50 1.44 3.06 0.47 20.00 5.06 10.80 150 1.8 0.012 0.85 3.02
AA 4.30 1.31 2.99 0.46 20.00 5.06 10.09 115 0.45 0.004 1.02 1.95
BB 4.00 1.01 1 2.99 0.43 10.00 6.31 10.77 100 1 0.010 0.87 2.82
CC 1.29 I 0.49 0.80 0.52 10.00 6.31 4.20 100 1.5 0.015 0.57 2.60
DD 2.26 0.64 1.62 0.45 10.00 6.31 6.39 245 0.5 0.002 0.97 1.36
EE 1 06--T 0.35 0.71 0.48 10.00 6.31 3.22 150 1 0.007 0.60 1.79
FF 7.76 2.28 5.48 0.46 20.00 5.06 1702 100 2.5 0.028 1.67 3.47
GG 3.03 0.96 2.07 0.47 10.00 6.31 9. 100 .8 0.0 0. � � .97 �
HH 3.52 1.22 2.30 0.49 10.00 6.31 10.94 130 1 0.008 0.92 2.57
II 4.10 1.39 2.71 0.49 20.00 5.06 10.12 230 0.5 0.002 1.14 1.57
JJ 1.34 0.27 1.07 0.39 10.00 6.31 3.31 250 0.8 0.003 0.69 1.37
KK 1.24 0.42 0.82 0.49 10.00 6.31 3.81 200 0.7 0.0041 0.72 1.47
LL 1 2.09 1 0.78 I 1.31 0.51 10.00 I 6.31 6.74 100 0.5 0.005 0.83 1.94
MM1 3.23 1.07 2.16 0.48 1 10.00-- 6 31 9 82 110 0.5 0.005 0.98 2.05

t Notate of North Carolina
Department of Environment
and Natural Resources •
Wilmington Regional Office 001078
®�®
Division of Coastal Management NCDENR
James B. Hunt,Jr.,Governor
Bill Holman, SCCCCtary NORTH CAROLINA DEPARTMENT OF
•y ENVIRONMENT AND NATURAL RESOURCES
Donna D. Moffitt, Director
August 14, 2000
MEMORANDUM: C
J� I„ 1r . I
TO: Mr. John R. Dorney, NCDENR
Division of Water Quality Ir
4401 Reedy Creek Road
Raleigh, NC 276 1 1-7687
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Coastal Communities, Inc. (Seascape, Phase II)
Project Location: End of Stone Chimney/Stanley Road, off SR 1119, between Holden Beach &
Varnamtown, NC, Brunswick County
Proposed Project: Proposal to construct Phase II of Seascape Subdivision and a private upland marina
basin with 74 boat slips
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by September 7, 2000. If you have any questions regarding the proposed project, please contact
Janet M. Russell at extension 249. 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 Dr.Ext.,Wilmington,North Carolina 28405 Telephone [phone] FAX [phone]

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Coastal Communities, Inc. O O 1 O 7 8
PROJECT NAME: Seascape, Phase II
2. LOCATION OF PROJECT SITE: End of Stone Chimney/Stanley Road, Brunswick County
Photo Index - JM: 4-41 Grid L,M,N-10,11 19.V: 4 184-26 Grid L,M,N-12, 13
State Plane Coordinates - X: 2 229 000 Y: 63 000
3. INVESTIGATION TYPE: CAMA Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - March 17, 2000
Was Applicant Present - Agent Was Present
5. PROCESSING PROCEDURE: Application Received - CC: August 10, 2000
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Brunswick County
Land Classification From LUP - Transitional & Conservation
(B) AEC(s) Involved: PT, ES, EW, CW
m Water Dependent: Yes/No
(D) Intended Use: Subdivision With Marina
(E) Wastewater Treatment: Existing - None
Planned - Septic Systems
(F) Type of Structures: Existing - None In This Phase
Planned - Marina, Clubhouse, Parking, Subdivision Streets, Utilities
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED EMLED OTHER
(A) Vegetated Wetlands Approx.
Coastal Marsh 3600 sf Approx.
Federal 404 Wetlands 7,800 sf
(13) Non-Vegetated Wetlands Apples
Open Waters / Connecting Channel 18,000s
m Other Dig Basin Graded
Hi h Ground 166,050 sf 30 acres
(D) Total Area Disturbed: Approximately 35 Acres
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
8. PROJECT SUMMARY: The applicant proposes to construct Phase 11 of Seascape Subdivision
and a private upland marina basin with 74 boat slips.

Seascape, Phase II
Page Two
9. PROJECT DESCRIPTION
The proposed Seascape Subdivision is a 501-acre tract of land located off of State Road 1119, Stone
Chimney Road, in southern Brunswick County. The tract is roughly located between Holden Beach and
Vamamtown. The land lies adjacent to the Atlantic Intracoastal Waterway and is near the mouth of the
Lockwood Folly River. The east end of the island of Holden Beach lies across the waterway from this
property.
The tract is being developed in phases, I, II, and III as laid out on the Site Plan. Seascape, Phase I is
under construction presently. None of Phase I lies within a Coastal Management permit jurisdiction, so
no permits from the Division were required to commence construction of that phase. The applicant did
apply for Nationwide Permits to fill 404 wetlands in Phase I. This is discussed in the Project Narrative
accompanying the Application. A Stormwater Management Plan was submitted to the Division of Water
Quality for Phase I and the marina portion of Phase II. Additional information or plans will be needed
for the remainder of the proposed development.
This application is for Phase II, which includes proposed development and construction of an upland
marina basin with boat ramp, 2 clubhouse buildings, bathhouses, parking lot, and subdivision streets and
utilities. Phase II is approximately 157 acres and includes most of the tract's waterfront. A portion of
the Phase II development falls in public trust, estuarine waters, coastal wetlands and estuarine shoreline
areas of environmental concern. The elevation of the high ground ranges from +12' to +26' above sea
level. A total of 193 residential lots are planned within the upland area of Phase U. Currently there are
no structures in this phase. The proposed marina development required that an Environmental Assessment
document be prepared and circulated for review. The document is entitled "Seascape, Phase II,
Residential Development and Community Marina" dated March, 2000. An archeological assessment was
also done for the tract and the results are summarized in the Environmental Document. Some coastal and
federal wetland disturbance is also being requested in this application. Approximately 7800 square feet
of federal wetland impacts are proposed in addition to 3600 square feet of coastal wetland impacts. The
federal wetland impacts are associated with road crossings and drainage easements. The coastal wetland
impacts reflect the 3600 square feet of Spart'na R rniflora marsh fringe that will be dredged through to
connect the proposed upland basin to the Intracoastal Waterway channel.
The waterfront area or shoreline of Phase II has been used for spoil disposal in the past. The area,
roughly 500' wide by 1800' long is sandy with no mature trees or shrubs. An erosion escarpment or
drop-off separates the high ground from the coastal wetlands along the shoreline. The interior of the
tract is forested with a variety of trees and shrubs.
The proposed marina basin will be dug out of what is now high ground, the old spoil disposal area. The
proposed basin will be approximately 450' by 300' with an entrance channel of 500' long by 80' wide.
This 500' includes the public trust area to be dredged between the AIWW channel and the open basin.
The proposed 80' channel width will widen out to 200' at the AIV rW channel as depicted on the Plan
View Entrance Channel sheet 10 of 12 of the plans. A concrete bulkhead is proposed along the entrance
channel into the marina. The bulkhead would commence at the waterward edge of the existing coastal
marsh fringe and continue landward all the way around the basin. The applicant is proposing to dredge
the entrance channel to a depth of -T at low water and -11.5' at mean high water. The applicant
indicates that the waters of the connection, AIWW channel, are -8' at low water and rapidly increasing
in depth as one proceeds towards the center of the AIWW. A typical cross-section of the proposed
channel has been provided on sheet 11 of 12.

Seascape, Phase II
Page 3
------------------------------------------------------------------------------------------------------------------------------
The proposed basin would be dug with a backhoe from high ground. The spoil material has been
calculated to be 200,000 cubic yards of material coming from above mean high water. A barge-mounted
excavator would dig material below mean high water and place the material on the barge. Once full the
barge would be unloaded and the material placed into trucks and moved to the high ground disposal sites
off of this property designated under the permit. See the sheet entitled "Off Site Spoil Disposal Area".
The applicant estimates that approximately 29,000 cubic yards of material are to be dredged from below
mean high water.
Inside the marina basin the applicant proposes 3 main floating docks providing spaces for 72 boat slips.
These slips are 30', 40' and 50' slips. In addition a 74' long floating dock is proposed alongside the
Proposed ramp for "temporary" dockage -adding 2 more slips to the 72 permanent slips for a total of 74
boat slips inside the basin. The application indicates that no live-aboard or overnight dockage will be
allowed. No fuel services are proposed. A waste pumpout unit is proposed with signs to be posted at
the marina. Waste water is to be treated, then disposed of in a permitted drain field. The drain field
system is currently being designed. The final depth of the marina basin itself is proposed to be -6' at low
water, thereby draining out towards the AIWW. A 15' wide by approximately 50' long boat ramp is
planned inside the proposed marina basin. The location of the proposed ramp is depicted on Sheets 8 and
9 of 12. A parking lot is proposed in conjunction with the marina / boat ramp development. See sheet
7 of 12 for the Marina Area Site Plan.
The waters of the Intracoastal Waterway in this area have been classified as SA by the Division of Water
Quality. The SA class refers to tidal salt waters whose primary use is shellfishing for market purposes,
recreation, aquatic life propagation and survival, fishing and wildlife. It is not a designated Primary
Nursery Area as determined by the Division of Maxine Fisheries. The waters are OPEN to shellfishing
as determined by Shellfish Sanitation. The Brunswick County Land Use Plan classifies the land as
"Transitional" and "Conservation".
A marina clubhouse and bath house building with parking are proposed on the high ground between lots
#377 and# 378 adjacent to the marina. These proposed buildings will be 30' from the proposed bulkhead
(mean high water) as is required by the Coastal Management buffer rules. However, 2 drainage pipes are
proposed through the bulkhead (inside the buffer) draining water into the boat basin. Impervious surfaces
within the 75' estuarine shoreline area of environmental concern will be less than the 30% that is currently
allowed. Individual lot owners seeking to develop their individual lots will be required to obtain
individual CAMA Minor Permits if any land disturbance or development is proposed within 75' of mean
high water.
10. ANTICIPATED IMPACTS
The development of Phase II of Seascape will result in at least 35 acres of land disturbance which includes
12,000 square feet of wetland fill or excavation and 18,000 square feet of shallow bottom impact.
Additional land disturbance will occur as single family lots are developed. Also, additional Nationwide
Permits for wetland fill on individual lots is anticipated. Permits for individual homes will be processed
through Brunswick County. The project would increase boat traffic in the Holden Beach area and likely
increase shoreline erosion from boat wakes. Daily marina operations could contribute to cumulative
adverse impacts to water quality in the area and shellfish resources. The marina facility would provide
boating access for property owners within the Seascape Subdivision.
Janet M. Russell / August 11, 2000 / Wilmington

ECEIVE
Project Narrative JUL 2 0 'I'D l
CAMA Major Application DIVISION OF
Seascape Community and Community Marina, Phase II COASTAL MANAGEMEI
AIWW, Brunswick County
Purpose: Coastal Communities Inc., is proposing to develop Seascape at Holden Beach
Plantation, a single-family residential community and community marina. This application focuses
on Phase II of development, as it includes virtually all of the property's Estuarine Shoreline AEC
and the marina site. As proposed, the marina will be constructed in an upland basin siting,with
minimal wetland impacts at the entrance channel cut. Dredging within public trust bottom is
proposed to connect the entrance channel with the AiWW channel. Proposed upland
development within Phase II includes (1) subdivision into residential lots (2) road construction (3)
a community clubhouse (3) a smaller clubhouse, bathhouses, and parking associated with the
marina.
Existing Conditions:
The Seascape property is a 501-acre tract located in the Lockwood Folly area of southern
Brunswick County. The tract abuts the Atlantic Intracoastal Waterway (AIWW), with the tract's
eastern boundary just 800' west of the Lockwood Folly Inlet. Waters within the AIWW at this
location are classified as SA(open), but are not classified as primary nursery habitat. Ecosystem
types found on the property include tidal salt marsh, low order riverine and headwater wetland
systems, small depressional ponds, and coastal evergreen upland forest. Soils are mapped as
Wando fine sands in upland areas, dry and wet Leon sands around the riverine systems, and
Carteret sands in the marsh. A dirt road and a large spoil area along the AIWW were the only
man-made features on the site prior to the current development.
Uplands comprise the majority of the tract, and are distinguished by the dominance of coastal
evergreen species. These include Quercus nigra(Water oak); Quercus virginiana (Live oak);
Quercus laurifolia (Laurel Oak); Quercus laeivs(Turkey oak); Ouercus facata(Southern red
oak); Carya glabra(Sweet pignut hickory); and Ilex opaca(American holly). Understory and
herbaceous species include Sassafras albidum (Sassafras),Ilex vomitoria (Yaupon), Eupatorium
capillifolium (Dog fennel), Vitis rotundifolia(Grapevine),Pteridium aquilinum (Bracken fern),
and Toxcodendron radicans(Poison ivy).
A low order stream is located in the western half of the property and separates Phase 11 and Phase
III. Wetlands associated with regular and intermittent lateral flows are found along the banks and
at the headwaters of this stream. Typical freshwater, riparian vegetation assemblages are present
an include Nyssa aquatica(Swamp tupelo),Nyssa sylvatica(Black gum), Taxodiam distchium
(Bald cypress), and Acer rubrum (Red maple) as dominant overstory species. These freshwater
wetlands intergrade with coastal fringe wetlands roughly 1000'inland from the AIWW.
CAM,4 Major Application, Phase II Seascape Community and Community Marina, Brunswick
County
1

Semi-diumal tidal marsh fringes the AIWW along the tract's southern boundary. Normal tidal
range averages 4.2' and a spring tidal range averages 4.8'. Along the western waterfront, slope
within the marsh is gradual and the marsh extends several hundred feet in width. On the eastern
waterfront, however, coastal marsh is present only in a narrow fringe that averages 20, in width.
The abbreviated width is due to a large dredge spoil area located along the AIWW. Spoil covers
an area roughly 500' wide and 1800' in length along the waterway. Elevations on the spoil area
average+15'MSL. A steep slope from this elevation to the existing marsh creates a bluff that
limits marsh width and prohibits landward migration of the existing fringe.
Phase II of Seascape contains roughly 157 acres, and includes all of the tract's waterfront and the
central third of the tract's interior. The majority of Phase II is upland, but wetland include those
associated with the unnamed stream, one seasonally ponded depressional wetland, and the coastal
fringe wetlands. Three small wetland areas were located at the upper end of riverine wetland
fingers, but were not connected to the larger wetland system. These were determined to be
"isolated"by the ACOE, thus releasing them from ACOE jurisdiction.
Proposed Community Marina:
An upland basin marina is proposed within the existing spoil area. Proposed basin dimensions are
roughly 450'x 300', with seventy-two designated boat slips. A ramp will be located in the
northwest corner of the basin, and 74'of floating dock will provide temporary, side-to dockage
for the ramp. An 80.0'wide entrance channel will extend 365' from mean high water(A4HW)to
the first boat slip. Final depth within the basin is proposed to be -6' mean low water (MLW). To
facilitate tidal flushing and avoid stagnant water, the entrance channel will slope from-6'.MLW in
the basin to -8'MLW at the AIWW setback. Concrete bulkheads will stabilize the outer edges of
the basin and entrance channel. Bulkhead stabilization of the entrance channel will end at the
lower edge of coastal marsh.
At the proposed entrance cut, existing depths steadily decrease from MHW to -4.6' MLW at the
AI W W's 80'setback. Past the 80' setback, depths quickly increase to greater than -8' MLW. To
provide navigable access into the marina's entrance channel, dredging in public trust bottom will
be required. Dredging will stop at the AIWW's 80'setback where depths exceed-8' MLW.
Excavation below MEW is expected to result in the removal of 29,000 yd' of material.
Excavation will be done with a barge mounted excavator and material will be de-watered on the
barge.
Elevations within the basin area currently average+15'MSL Construction of the marina basin
will result in approximately 200,000 yd' of material excavated above MH W. The basin will be de-
watered during excavation so that all material removed is dry. This material will be loaded onto
trucks and transported to an off-site disposal area.
Portable marine pump-out systems will be available for removal of boat sewage. A wastewater
treatment system and subsurface drain field will be constructed to dispose of wastewater from the
CAMA Major Application, Phase H Seascape Community and Community Marina, Brunswick
County 2
R D
nr.nc:na� n-

currently being planned, and State approval will be obtained. No fueling services will be offered
at the marina.
Proposed Upland Development: A total of 193 lots are planned within upland areas of Phase II.
Where jurisdictional 404 wetlands exist, open or recreational spaces have been designated to
avoid future wetland impacts. Private roads with sixty-foot right of ways will total roughly
11,000 linear feet within Phase II. A community clubhouse is also planned in Phase II. All roads
and the community clubhouse will be located outside any Estuarine Shoreline AEC. It is noted
that impervious cover for the overall Seascape development will be maintained at 25% of the total
project area.
Upland development associated with the marina will include a marina clubhouse, bathhouses with
restrooms, and parking. The marina/ramp access area will be located between lots 377 and 378,
just north of the ramp. Ten parking spaces, the bathhouses, and the marina clubhouse are planned
in this area. All non-water dependent structures will be located 30' from the future basin. Only a
portion of the marina associated upland development will be located within the future Estuarine
Shoreline AEC. As proposed, impervious cover in the AEC will total 4750 ft2, and will represent
less than 1% of the property's AEC area.
Twenty-nine additional parking spaces, most of which will accommodate boat trailers, are to be
located between lots 322 and 323 and lots 22 and 23. Nine smaller parking spaces are to be
located on the road around the marina.
Proposed Wetland Impacts:
Wetland impacts have been greatly avoided through careful land planning. All residential lots,
clubhouses, bath houses, marina parking, and the marina basin avoid wetland areas. Requests for
wetland fill have been minimized to two road crossings and the marina entrance channel cut. By
utilizing the existing spoil area and its abbreviated marsh fringe, wetland impacts associated with
the entrance channel cut have been minimized to 3,600ft2. One wetland road crossing is
requested within Phase II and totals 1,800 ft2 of wetland fill. A road crossing located in Phase I,
which was not previously permitted, is also requested and totals 6,000112 of wetland fill. Wetland
impacts requested in this application total 11,400 ft2 (0.26 acres). A NW 18 permit has been
requested for wetland impacts associated with drainage easements in Phase I. In this permit, 100
ft2 of wetland impact is located within Phase II,just over the Phase I/Phase II boundary (see Site
Plan, Sheet 5).
Additional Permits:
Wetland Permits within Phase P Phase I contains none of the waterfront or Estuarine Shoreline
AEC. Development is currently proceeding within this phase. As of March 2000, road right-of-
ways were cleared and construction of these roads began. A Nationwide #14 Permit was obtained
for three minor road crossings in Phase I. A NW 18 and a NW 12 permit for construction of
drainage easements within Phase I are being reviewed concurrent with this CAMA application.
CAMA Major Application, Phase H Seascape Community and Community Marina, Brunswick
County
3

(The NW 18 requests 1180 ft'-impact and the NW 12 request 1100 ftZ of disturbance. )
Low Density Stormwater Permit: A Low Density Stormwater Plan has been issued by NC
Division of Water Quality for Phase I and the marina portion of Phase 11. Drainage features are
currently being installed in Phase I, per conditions of the permit. This existing permit will be
modified to include the remainder of Phase II, prior to beginning work in this area.
Sedimentation and Erosion Control Plait: A State approved Sedimentation and Erosion Control
Plan will be obtained before any work begins within Phase II.
REcFJUL 2 0 2000
DIVISION OF
COASTAL MANAGEMENT
CAMA Major Application, Phase H Seascape Community and Community Marina, Brunswick
County
4

001078 E(OE'V
Form DCM-MP-1 JUL 2 0 2000
APPLICATIONOASTDIV
ALIMA�NAOGEMENT
(To be completed by all applicants)
b. City,town, community or landmark
1. APPLICANT Vamumtown area
c. Street address or secondary road number.
)
a. Landowner: Coastal Communities, Inc. Stone Chimney Road(SR 1 119
Name c/o Sean Scanlon d. Is proposed work within city limits or planning
jurisdiction? Yes X No
Address 131 Ocean Boulevard West
e. Name of body of water nearest project (e.g.
City Holden Beach State NC river, creek, sound, bay)
Zip 28462 Day Phone [phone] AIW W (Lockwood Folly area)
Fax [phone], 33. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent: Laura Stasavich a. List all development activities you propose
Name Land Management Group, Inc (e.g. building a home, motel, marina, bulkhead,
pier,And excavation and/or filling activities.
Address P. O. Box 2522 _ Residential subdivision with upland basin
City Wihnjn on State NC marina
Zip 28402 Day Phone [phone] b. Is the proposed activity maintenance of an
Fax [phone] existing project, new work,or both
New work
c. Will the project be for public, private or
c. Project name (if any)_ Seascape, Phase II commercial use? Private
Residential Subdivision and Community
d. Give a brief description of purpose, use,
Marina methods of construction and daily operations of
NOTE: Permit will be issued in name of proposed project. If more space is needed, please
landownet(s),and/or Proj=name. attach additional pages. Purpose of project is to
develop a single family,residential community with
a community marina Standard daily operations
2. LOCATION OF PROPOSED and construction techniques will be utilized and all
PROJECT work will be supervised by a licensed engineer.
a. County Brunswick
Revised 03/95

m. Describe existing wastewater treatment
4. LAND AND WATER facilities.
CHARACTERISTICS None existing.
a. Size of entire tract 157 acres in Phase II, n. Describe location and type of discharges to
(total Seascape tract is 502 acres) waters of the state. (For example, surface runoff,
b. Size of individual lot(s) X= 17, 000 ftz Sanitary wastewater, industriaUcommercial
effluent,"wash down"and residential discharges.)
c. Approximate elevation of tract above MH W
or NWL'12 to'26'MSL OR'10' to'24' MLW Minimal surface runoff
d. Soil type(s)and texture(s)of tract Wando o. Describe existing drinking water supply source.
fine sand on uplands, wet Leon sand in Brunswick County water system
freshwater wetlands. Cartert sands in marsh.
e. Vegetation on tract S. alterniRora and J 5. ADDITIONAL INFORMATION
roemerianus in marsh. Quercus son. and Pinus
taeda dominant on uplands(also see EA).
In addition to the completed application form, the
f. Man-made features now on tract Dirt following items must be submitted:
road, extensive spoil pile alone AI W W (see EA).
* A copy of the deed(with state application only)
g. What is the CAMA Land Use Plan land or other instrument under which the applicant
classification of the site?(camehlhe/oc i&.d plaan.) claims title to the affected properties. If the
X Conservation(wh X Transitional applicant is not claiming to be the owner of said
Developed wetlands) _Community property,then forward a copy of the deed or other
Rural Other instrument under which the owner claims title,
(Area of Town and Village clusters) plus written permission from the owner to carry
out the project.
h. How is the tract zoned by local government? * An accurate, dated work plat (including plan
R-7500 with County approved PUD plan view and cross-sectional drawings)drawn to scale
in black ink on an 8'/z"by 1 I"white paper. (Refer
I. Is the proposed project consistent with the to Coastal Resources Commission Rule 7J.0203
applicable zoning? X Yes _No for a detailed description.)
(Attach coning compliance c,,%Vcafe,tfapplicable)
Please note that original drawings are preferred
j. Has a professional archaeological assessment and only high quality' copies will be accepted,
been done for the tract?_X_Yes _No Blue-line prints or other larger plats are acceptable
Conducted by Atlantic Archaeological Research only if an adequate number of quality copies are
Management Summarvprovided in EA. provided by applicant. (Contact the U.S. Army
Corps of Engineers regarding that agency's use of
k. Is the project located in a National Registered larger drawings.) A site or location map is a part
Historic District or does it involve a National of plat requirements and it must be sufficiently
Register listed or eligible property? detailed to guide agency personnel unfamiliar with
the area to the site. Include highway or secondary
_Yes X No road(SR) numbers, landmarks, and the like.
1. Are there wetlands on the site? X Yes—No R
�A :ID
Coastal(marsh) X Other X J� E If yes, has a delineation been conducted X
JUL 2 0
Revised 03195
COASTAL DIVISIONM AGEMENT

U .'Sl J J.'J 1S V .� I I 11
JUL 2 0 2000 IIIIIIII��/III//II
Form DCM-M�pp LL DIVISION OF
TAL MANAGEMENT Carolina Environmental Policy Act.
COAS
*A Stormwater Certification,if one is necessary. 6. CERTIFICATION AND PERMISSION
A portion of Phase Il has been Permitted (see TO ENTER ON LAND
enclosed permit). This permit will be revised to
include the remainder of Phase II. 1 understand that any
permit issued in response to
* A list of the names and complete addresses of this application will allow only the development
the adjacent waterfront (riparian) landowners described in the application. The project will be
and signed return receipts as proof that such subject to conditions and restrictions contained in
owners have received a copy of the application the permit.
and plats by certified mail. Such landowners
must be advised that they have 30 days in which to I certify that to the best of my knowledge, the
submit comments on the proposed project to the proposed activity complies with the State of North
Division of Coastal Management. Upon signing Carolina's approved Coastal Management Program
this form, the applicant further certifies that such notice has been provided. and will be conducted in a manner consistent with
such program.
Name See enclosed list_
Address I certify that I am authorized to grant, and do in
Phone_ fact, grant permission to representatives of state
and federal review agencies to enter on the
Name aforementioned lands in connection with evaluating
Address information related to this permit application and
Phone follow-up monitoring of the project.
* A list of previous state or federal ;permits I further certify that the information provided in
issued for work on the project tract. Include permit this application is truthful to the best of my
numbers,.permittee, and issuing dates. knowledge.
ACOE NW# 14 (Action ID 200000281)and
NC DWO 401 Water Quality Cert. for road This is the 18 day of /�tct<z 4.9-Z67>0
crossings in Phase I. Print Name -aura S�u�ct/;c(1
Sedimentation and Erosion Control Plan. Phase I
andmarina area ofPhaseII.,permit#SW8990913 Signature •
Landowner o uthori;ed Agen � �
* A check for $250 made payable to the
Department of Environment, Health, and Natural Please indicate attachments pertaining to your rk
Resources (DEHNR) to cover the costs of proposed project.
processing the application.
_X_ DCMMP-2 Excavation and Fill Information
* A signed AEC hazard notice for projects in _X_ DCM MP-3 Upland Development
oceanfront and inlet areas. _X_ DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
* A statement of compliance with the N.C. _X_ DCM MP-6 Marina Development
Environmental Policy AM(N.C.G.S. 113A-1 to
10) If the project involves the expenditure of NOTE: Please sign and date each attachment in
public funds or use of public lands, attach a the space provided at the bottom of each
statement documenting compliance with the North form.
Revised 03/95

Form DCM-MP-1, supplement
Adjacent Riparian Landowners
(Seascape Phase I1, CAMA Major Application)
Adiacent Landowner to the West:
Tax Parcel ID #2320001204
Kenneth and Amy Gray
982 Bevar Road SW
Supply,NC 28462
Adiacent Landowner to the East:
Mr. Cecil Holden
3869 Stone Chimney Road
Supply,NC 28462
Outnarcels in center of Seascape tract alone AI W W
Tax Parcel ID # 2320001103
Mr. William Bradsher
6456 Ocean Highway West
Shallotte, NC 28469
Tax Parcel ID#2320001104 D ��
Mr. Martin Gordon
ED
825 Ne'zer Avenue, SW
Supply, NC 28462 JUL 2 0 2000
N OF
Tax Parcel lD #2320001104 COASTALIM O AGEMENT
Mr. James C. Holden, Jr.
1305 Currituck Drive
Raleigh, NC 27609-5540
Tax Parcel ID # 23300010
Mr. William George Scola
P. 0. Box 14 US 17
Supply, NC 28462

Form DCM-MP-2
EXCAVATION R
c "vE D
AND FILL . JUL 2 U 2000
(Except bridges and culverts) COA STAL I MIAON AG E M E NT
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-I. Be sure to 1. EXCAVATION
complete all other sections of the Joint Application that relate to this proposed project. a. Amount of material to be excavated from below Describe below the purpose of proposed excavation MHW or NWL in cubic yards -- 2900 vd'
or fill activities. All values to be given in feet. b. Type of material to be excavated Organic
Average Final
Existing Pr icct muck within tidal marsh sands of submerged
Length Width Depth Depth bottom.
Access ranges will
channel from slope c. Does the area to be excavated include coastal
(MLW)or 345' 90' +10, from wetlands (marsh), submerged aquatic vegetation
(NVA.) to+2' -6'to-8' (SAVs)or other wetlands? X Yes No
MLW MLW Marina entrance channel cut through coastal
marsh fringe (-3600 f' of marsh).
N/A Note: excavation of I00ft2,of depressional, non-
Canal coastal wetland within Phase 11 is being requested
under a NW 18 permit. This was included in the
NW 18,submitled for Phase 1, since it's purpose is
Boat 450' 300'
to create drainage easements within Phase 1.
—+lo' —6'
Basin M1.W MLW d. Highground excavation in cubic yards
15' —+lo' 200,000 vd' for marina basin& surrounding area
� 'w,. Boat -50, MLW MLWtllii Ramp 2. DISPOSAL OF EXCAVATED
a�"/"dL N/A ` " MATERIAL
(f`n,�� Rock
Groin a. Location of disposal area Off-site disposal .
area located on HWY 130 Brunswick County.
�� n N/A (See enclosed map).
�QU>�C Rock +r'"
Breakwater b. Dimensions of disposal area minimum 2 acres
Other N/A
(Excluding you area?C. Do ou claim title to disposal p
_Yes X No
Revised 03/95

i
Form DCM-MP-2 i. Source of fill material N/A
If no, attach a letter granting permission from
the owner. (See attached letter). 4. OTHER FILL ACTIVITIES
d. Will a disposal area be available for future (Excludin¢ Shoreline Stabilization)
maintenance? X Yes _No a. Will fill material be brought to site?
If yes, where? same as above X Yes No
If yes,
e. Does the disposal area include any coastal (1) Amount of material to be placed in the
wetlands(marsh), SAVs or other wetlands? water None
X Yes No Approved wetland
delineation exists and spoil will be contained to (2) Dimensions of fill area N/A
upland areas through proper sedimentation and (3) Purpose of fill N/A
erosion controls measures. (survey enclosed)
b. Will fill material be placed in coastal wetlands
f. Does the disposal include any area in the water? (marsh), SAVs or other wetlands?
_Yes X No X Yes _No (404 wetland, adjacent to
coastal marsh, but outside AEC)
3. SHORELINE STABILIZATION If yes,
(along marina basin and entrance (1) Dimensions of fill area 1,800 ftZ and
6. 000 ftz
channel) (2) Purpose of fill Road construction. (one
a. Type of shoreline stabilization crossing in Phase 11 and one in Phase 1 that was not
X Bulkhead Riprap permitted under the NW 14.)
b. Length 450' x 300' basin, 365' channel
S GENERAL
c. Average distance waterward of MH W or N WL
30' a. How will excavated or fill material be kept on
site and erosion controlled? Material excavated
d. Maximum distance waterward of MHW or from the basin and surrounding area will be
N W L immediately loaded and transported to the disposal
35' area. All material excavated above MHW will be
dry, through pumping as the water table is
encountered. The entrance channel cut at the
e. Shoreline erosion during preceding 12 months AI W W will not be made until the basin has been
N/A excavated.
A barge mounted excavator will be used for
f. 'Type of bulkhead or riprap material excavation below MHW and sediment will be de-
concrete watered on the barge. De-watered material will
then be transported to the disposal area
g. Amount of fill in cubic yards to be placed Silt fencing will be used as a temporary
below water level N/A erosion control measure on all graded areas and
seeding will provide permanent erosion control
(1) Riprap measures. Conditions of an approved
(2)Bulkhead backfill Sedimentation and Erosion Control Plan will be
followed for all work within Phase II.
h. Type of fill material N/A
b. What type of construction equipment will be
�1 I
Revised 03195
Diu
D `/:s N 0

i
used(for example,dragline, backhoe,or hydraulic
dredge)?
Barge mounted excavator,dozer,dumptrucks.pile
driver
c. Will wetlands be crossed in transporting
equipment to project site? _Yes X No
wil If yes, explain steps that will be taken to lessen
environmental impacts. r
Applicant o roj `'� '/(J{�
nattu're
Pate
DI
JUL 2 7 2000
COASTAL
Revised 03/95

12 July 2000
Ms. Janct Russell
NC Division of Coastal Management
127 North Cardinal Drive
Wilmington,NC 28405-3845
RE: Off Site Spoil Disposal Area for Seascape Community Maxilla Project,
Hwy 130,Brunswick County
Dear Ms. Russell:
Coastal Communities True.,has my permission to place all spoil material resulting from excavation
of the proposed Seascape Community marina on the above stated property, Land Management
Group Tnc.,is providing a survey of this property,on which the dredge spoil area is indicated.
This area will also be available for spoil resulting from maintenance dredging.
Sincerely,
Mark Saund D E(CE JL V.E
owner
JUL 2 0 2000
COASTAL lIMAONAGGEMENT

i
Form DCM-MP-3 D �l0 E:v�
UPLAND JUL 2 0 2000
DEVELOPMENT N OF
COASTAL IMANAGEMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA pavement, buildings, rooftops, or to be used for
Major Permit, For DCM-MP-1. Be sure to vehicular driveways or arkmg.
complete all other sections of the Joint Application Approximately 4,750 ft proposed for bathhouses
that relate to this proposed project. and Parking associated with marina. This
represents less than 1 % of area within the total
a. Type and number of buildings, facilities, units AEC.
or structures proposed community clubhouse
(near interior lots 299- 301). Two adjacent h. Projects that require a CAMA Major
bathhouses and clubhouse at ramp/marina access Development Permit may also require a
area. Stormwater Certification. Has a site development
plan been submitted to the Division of
b. Number of lots or parcels 193 single family Environmental Management for review?
lots within Phase 11. Yes _No Approved, in part
A Low Density Stormwater Permit exists forPhase
c. Density (give the number of residential units I and portions of Phase II. The entire marina area
and the units per acre) was included in this Permit. The permit will be
1.2 lots/acre modified to include the remainder of Phase II
before work begins in those areas.
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. i. Describe proposed method of sewage disposal.
+/-30 acres(existing spoil area will be graded Future homes will utilize individual, on-site
roads, and clubhouse area) septic systems or similar off-site systems. Effluent
from the bathhouse,clubhouse and marina nump-
e. If the proposed project will disturb more than out systems will be pumped to a waste treatment
one acre of land, the Division of Land Resources system and drainage field located near the marina
must receive an erosion and sedimentation control (system currently being designed).
plan at least 30 days before land disturbing activity
begins. If applicable, has a sedimentation and j. Have the facilities described in Item I. above
erosion control plan been submitted to the Division received state or local approval?
of Land Resources? Yes_X_No No-systems currently being planned
If yes, date submitted
to be submitted by Cape Fear Engineering k. Describe location and type of proposed
discharged to waters of the state (for example,
f. List the materials (such as.marl, paver stone, surface runoff, sanitary wastewater,
asphalt,or concrete)to be used for paved surface. industrial/commercial effluent, "wash down' and
Asphalt, concrete residential discharges).
Minimal surface runoff
g. Give the percentage of the tract within 75 feet
of MH W or NWL,or within 575 feet in the case of 1. Describe proposed drinking water supply source
an Outstanding Resource Water,to be covered by (e.g. well, community, public system, etc.)
impervious and/or built-upon surfaces, such as Brunswick County water system
Revised 03/95

fDY M DoA- KP-3
If yes, how many acres? N/A
n. If the project is an oceanfront development,
when was the lot(s)platted and recorded? NNE{//A�
S�QS�Q f ff// �"�il{�'t✓� � `-9�'✓,h(-�.liR i/fin/'(.� / `�0./ i ul d"�
App cant or roj Na
Signature
ate
( EHvE
JUL 2 0 2000
DIVISION OF
COASTAL MANAGEMENT
Revised 03/95

Form DCM-W4 D
JUL z o zooF
STRUCTURES
DIVISION OF
(Construction within Public Trust Areas) COASTAL MANAGEMENT
Attach this form to Joint Application for CAMA Major (2) Average distance from MHW,NWL or
Permit, Form DCM-MP-1. Be sure to complete all other wetlands
sections of the Joint Application which relate to this (3)Maximum distance beyond MHW, NWL,
proposed project. or wetlands
a. Dock(s)and/or Pier(s) e. Mooring buoys N/A
(1)_Commercial_X Community_Private (1)_Commercial_Community_Private
(2)Number 6 floating docks (w/ 3 main dock spines, (2)Number
temp side-to dock, dock by ramp. and dock perpen. to (3)Description of buoy
middle spine) (Color, inscription, size, anchor, etc.)
(3)Length 315'. 312'. 276', 74', 30'. 90'
(4) Width 8% 10'. 8% 8', 10', 8' (4) Width of water body
(5)Finger Piers_X_Yes_No (5)Distance buoy(s)to be placed beyond
(i) Number_36 shoreline
(ii) Length_28'to 50'
(iii) Width 4.5' f. Mooring structure (boatlift, mooring pilings,
(6)Platform(s) _Yes X No etc.)
(i) Number (1)—Commercial_X_Community_Private
(ii)Length (2)Number 130 mooring pilings(at slips)
(iii) Width (3) Length
(7)Number of slips proposed 72 slips with 74' of (4) Width 6"-1'
temporary side-to dockage
(8) Proximity of structure to adjacent riparian g. Other (Give complete description)
property lines 1240' to E. 210' to west (Scola
outvarcel)
(9)Width of water body 400'
(10) Water depth at waterward end of pier at
MLW or NWL N/A
b. Boathouse(including covered lifts) N/A l` ^'� — "myN/�y l t i)w r
(1) Commercial Private Applicant or Project Nam
(2)Length
(3) WidthW/� �M CH4
Signature
c. Groin(e.g. wood, sheetpile, etc.) N/A
(1)Number AL44 TeTT—
(2) Length(s) Date
d. Breakwater(e.g. wood, sheetpile, etc.) N/A
(1) Length
Revised 03/95

i
Form DCM-MP-6 D c E j� v
FARINA JUL 1 0 2000
OF
DEVELOPMENTCOAS DIVISION TAL MANAGEMENT
(Required for the mooring of more than 10 vessels)
Attach this form to Joint Application for CAMA g. Typical boat length 30'
Major Permit, Form DCM-MP-I. Be sure to
complete all other sections of the Joint Application h. Maximum boat length 50,
that relate to this proposed project.
i. Are any floating structures planned? NO
1. MARINA CHARACTERISTICS If so, describe N/A
a. Check below the type of marina proposed.
_Commerical —Public X Residential
2. MARINA OPERATIONS
b. Will the marina be open to the general public?
Yes X No a. Check each of the following sanitary facilities
that will be included in the proposed project.
c. If there is residential development associated _Office toilets
with the marina, how many units or lots are X Toilets for patrons
planned and how many are currently developed?_ Number 2
193 lots planned within Phase II. none Location Bathhouse in marina/ramp access
developed area
2 Showers
d. Check all of the types of services to be 1 Boat holding tank pumpout
Type and location Portable unit on dock
provided. system
_Full service, including travel lift and/or
rail b. Describe treatment type and disposal location
_Dockage, fuel, and marine supplies for all sanitary wastewater. Will be pumped to a
X Dockage("wet slips")only State approved wastewater treatment and drainage
Number of slips 72 w/74'side-to dockage field system. near the marina. (Specific location
Dry storage and design currently being planned).
Number of boats
_Boat ramp(s) c. Describe the disposal of solid waste, fish offal
_Other(describe) and trash disposal.
e. Check below the proposed type of siting. Contract haul-off service
X Land cut and access channel d. How will overboard discharge of sewage from
Open water with dredging boats be controlled?
_ Open water, no dredging required Closed head policv
_ Other(describe)
e. Give the location and number of"No Sewage
f. Describe the typical boats to be served (for Discharge" signs proposed. 2, one at end of
example, open runabout, charter boats, sailboats, middle dock spine and one near ramp
mixed types). Recreational pleasure craft
Revised 03195

i
Form DCM-MP-6 p. Is the marina proposed within an area open to
shellfish harvesting? _Yes X No
f. Describe the special design, if applicable, for
containing industrial type pollutants,such as paint, q. Give the location and number of"Pumpout
sandblasting waste and petroleum products. Available" signs proposed. 2, one at end of
No marina service or fueling will be offered middle dock spine and one X near ramp
a_S le.i11 / w 4� 7z�
g. Where will residue from vessel maintenance be fiY�mLt1dA (,ka L
disposed of?
N/A ;Allicant Project Name
&ah. Give the number of channel markers and "No gature
Wake" signs proposed. None
i. Give the location of fuel-handling facilities,and Date LO Alt
describe the safety measures planned to protect
area water quality. N/A E_
j. Describe design measures that promote boat
basin flushing or circulation and that reduce water
quality impacts. Entrance channel will slope
towards the AIWW so that the basin is shallower
than the adioining AIWW. Placement near
Lockwood Folly Inlet provides adequate tidal
flushing. D �9 C ny VE
k. What will be the marina policy on overnight and f �! 1V
live-board dockage? JUL 2 0 2000
No overnight or live-board dockage allowed.
COASTAL DIVISION
M o AGEMENT
OF
1. Is the proposed marina located near any shellfish
leases? Yes X No
m. If this project is an expansion of an existing
marina, what types of services are currently
provided?
N/A
n. How many slips are now available? N/A
o. Is the marina proposed within a primary or
secondary nursery area?_Yes X No
Revised 03/95

Vicinity Map
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Land Management Group, Inc. CAMA Major Application Vicinity Map
-{^. Environmental Consultants Seascape, Phase II
�Y--= P.O. Boz2522
Wilmington, NC 28402
910-452-0001 Date: 3/2000 SHEET 1 of 12

i
USGS Topographic Map
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waterfront, along the AIWWV(not shown). SCALE 1" = 2000'
Land Management Group, Inc. CAMA Major Application rHolden
To Map
1L—ti Envimnmer�l consultants Seascape, Phase II Beach and
P.O. Box 2522
t" kwoods Folly Quads.
Wilmington, NC 28402
910452-0001 Date: 3/2000
SHEET 2 of 12

I
NRCS Soil Survey
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Note: There are 4 small outparcels 0 1000 2000 4000
located in the center of the tract's SCALE 1" = 2000'
waterfront, along the AIWW(not shown).
Land Management Group, Inc. CAMA Major Application NRCS Soils Survey
TEnvironmental Consultants Seascape, Phase 11
�F;'
P.O. Box 2522 Brunswick County
Wilmington, NC 213402 pgS. 16&17
910-452-0001 Date: 3/2000
SHEET 3 of 12

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Land Management Group, Inc. '! CAMA Major Application kjJ* a
;7 Environmental Consultants Seascape. Phase 11
RO. Box 2522
Wilmington, NC 28402
SHEET 4 of 12
910452-0001 Date: 3/2000

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SHEET 8 of 12

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a
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`� P.O. Bo� P.O. Box 2522 Seascape, Phase II proposed Marin
j Wilmington, NC 28402
910-452-0001 Date; 3/2000
SHEET 9 at 12

I
381 ON ,0 s BWstb
O hnat depth to
1
Note: Bulkhead will end
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p marsh. Marsh width at
D proposed cut does not exceed 40' S0
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JJ upper coastal\� marsh
marsh yj +r
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depths provided by Brunswick Surveying
(depths relative to MLW)
Land Management Group, Inc. CAMA Major Application, Plan View
!-�y Environmental Consultants Seascape, Phase II
—p`4 P.O. Box zszz Entrance Channel
Wilmington, NC 28402 W/ existing depths
910-452-0001 Date: 7/2000 g P
SHEET 10 of 12

i
Q ' Eli \Y E CONCRETE
Fin CAP
aSclef eae JUL 2 0 2000D \ ads
°n8ine`e y \b .geed Y
DIVISION OF asdee�9� t
COASTAL MANAGEMENT
5'
MHW
X=4.5'
7'
CONCRETE OR
PILING DEADMAN
(per engineer)
\E-ENFORCED
CONCRETE
SHEET PILE
n
Sheet Pile Depths
per engineer Typical Cross Section, Entrance Channel
Section A-A
0 5 10 0 10 20 40
Vertical 1" = 5' Horizontal 1" = 20'
Land Management Group, Inc. LAMA Major Application,
Envltonmental consultants seascape, Phase II Typical Cross Section,
P.O. Box 2522 Entrance Channel
7f Wilmington, NC 28402
910452-0001 Date: 4/2000
SHEET 11 of 12

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11i' JUL 2 0 2000
Project Narrative
CAALA Major Application DIVISION OF
Seascape Community and Community Marina, Phase 11 COASTAL MANAGEMEN
AIWW, Brunswick County
Purpose: Coastal Communities Inc., is proposing to develop Seascape at Holden Beach
Plantation, a sinOe-family residential community and community marina. This application focuses
on Phase 11 of development, as it includes virtually all of the property's Estuarine Shoreline AEC
and them rinn Site. As nrl)nnce d, the m3rin2 will be corctr ictee :n ,ii lmlr,nd basin sitir.,f . •,vltb
minimal wetland impacts at the entrance channel cut. Dredging within public trust bottom is
proposed to connect the entrance channel with the AIWW channel. Proposed upland
development within Phase 11 includes (1) subdivision into residential lots (2) road construction (3)
a community clubhouse (3) a smaller clubhouse, bathhouses, and parking associated with the
marina.
Existing Conditions:
The Seascape property is a 501-acre tract located in the Lockwood Folly area of southern
Brunswick County. The tract abuts the Atlantic Intracoastal Waterway (APa7W), with the tract's
eastern boundary just 800' west of the Lockwood Folly Inlet. Waters within the AIWW at this
location are classified as SA(open), but are not classified as primary nursery habitat. Ecosystem
types found on the property include tidal salt marsh, low order riverine and headwater wetland
systems, small depressions) ponds, and coastal evergreen upland forest. Soils are mapped as
Wando fine sands in upland areas, dry and wet Leon sands around the riverine systems, and
Carteret sands in the marsh. A dirt road and a large spoil area along the AIWW were the only
man-made features on the site prior to the current development.
*.,.. pmirn„`r,
evergreen species. Teesc i.ci:;d uerci:.c nig7-a (Water cai:); Ouercus virginiana (Live oai_);
Ouercus laurifolia (Laurel Oak), Ouercur laeivs (Turkey oak), Ouercus flacata (Southern red
oak); Caga glabro (Sweet pignut hickory); and Ilex opaca (American holly). Understory and
herhY>ceous species include Sassafras albidum (Sassafras),Ilex vomitoria (Yaupon), Eupawrium
- - - ., ._ -r 7 r �f,_.`:el ',F;. . . '[d::%l�'+a lam- 3V;: ..\ n!� ,n`};7.7 ;a � r ;P _l.. rnr:i•�
A low order stream is located in the western half of the property and separates Phase 11 and Phase.
III. Wetlands associated with regular and intermittent lateral flows t.re found along the banks and
at the headwaters of this stream. Typical freshwater, riparian vegeta6nn assemblages are present
an include Nyssa aquatica (Swamp tupelo),Nyssa sylvatica (Black gum', ''axodium distchnin?
(Bald cypress), and Acer rubrum (Red maple) as dominant overstory species. These freshwater
wetlands intergrade with coastal fringe wetlands roughly 1000' inland from the AIWW.
CAIvIA Major Application, Phase H Seascape Community and Community Marina, Brunswick
Co70711' 1

Semi-diurnal tidal marsh fringes the A]WW along the tract's southern boundary. Normal tidal
ranee averages 42' and a spring tidal range averages 4.8'. Along the western waterfront, slope
within the marsh is gradual and the marsh extends several hundred feet in width. On the eastern
waterfront, however, coastal marsh is present only in a narrow fringe that averages 20, in width.
The abbreviated width is due to a large dredge spoil area located along the ANdW. Spoil covers
an area roughly 500' wide and 1800' in length along the waterway. Elevations on the spoil area
average +15' MSL. A steep slope from this elevation to the existing marsh creates a bluff that
limits marsh width and prohibits landward migration of the existing fringe.
Pl -,se It of Seas.:.r!pe contains ro:;ahl? 157 acres, and inch :des all of the tract's waterfront and tFe
central third of the tract's interior. The majority of Phase Il is upland, but wetland include those
associated with the unnamed stream, one seasonally ponded depressional wetland, and the coastal
fringe wetlands. Three small wetland areas were located at the upper end of riverine wetland
fingers, but were not connected to the larger wetland system. These were determined to be
"isolated" by the ACOE, thus releasing them from ACOE jurisdiction.
Proposed Community Marina:
An upland basin marina is proposed within the existing spoil area. Proposed basin dimensions are
roughly 450' x 300', with seventy-two designated boat slips. A ramp will be located in the
northwest corner of the basin, and 74' of floating dock will provide temporary, side-to dockage
for the ramp. An 80.0'.wide entrance channel will extend 365' from mean high water (MHW) to
the first boat slip. Final depth within the basin is proposed to be -6 mean low water (MLW). To
facilitate tidal flushing and avoid stagnant water, the entrance channel will slope from -6' MLW in
the basin to -8'MLW at the AIWW setback. Concrete bulkheads will stabilize the outer edges of
the basin and entrance channel. Bulkhead stabilization of the entrance channel will end at the
lower edge of coastal marsh.
R�419.0 Ar, 6'TvL
AIWW's 80' setbau . Past the Su" setback, depths yuickiy increase to greater than -8' MLW. To
provide navigable access into the marina's entrance channel, dredging in public trust bottom will
be required. Dredging will stop at the AIWW's 80' setback where depths exceed -8' MLW.
Excavation below MHR' is expected to result in the removal of 29,000 yd of material.
t ;Q. : :Ors g✓71 }.. �t`IIP d7111 a }..,aril piC is 17'�C sr i r:�l wal b. rlr'V;Ater,•'� 1 '5 p
iev2tion wiYt in t17c as a area -a;'.' ritiy average T i S 1vi iL Construction of the marina basin
will result in approximately 200,000 yd3 of material excavated above MHW. The basin will be de-
watered during excavation so that all material removed is dry. This material will be loaded onto
trucks and transported to an off-site disposal area.
fable marine pump-out systems will be available for removal of boat sewage. A wastewater
treatment system and subsurface drain field will be constructed to dispose of wastewater from the
bathhouses and marina pump-out systems. The location of this system within Seascape is
CAMA Major Application, Phase H Seascape Community and Community Marina, Brunswick
County

currently being planned, and State approval will be obtained. No fueling services will be offered
at the marina.
Proposed Upland Development: A total of 193 lots are planned within upland areas of Phase 11.
Where jurisdictional 404 wetlands exist, open or recreational spaces have been designated to
avoid future wetland impacts. Private roads with sixty-foot right of ways will total roughly
11,000 linear feet witlim Phase B. A community clubhouse is also planned in Phase 11. All roads
and the community clubhouse will be located outside any Estuarine Shoreline AEC. It is noted
that impervious cover for the overall Seascape development will be maintained at 25% of the total
prc,ect -.ea.
Upland development associated with the marina will include a marina clubhouse, bathhouses with
restrooms, and parking. The marina/ramp access area will be located between lots 377 and 178,
just north of the ramp. Ten parking spaces, the bathhouses, and the marina clubhouse are planned
in this area. All non-water dependent structures will be located 30' from the future basin. Only a
portion of the marina associated upland development will be located within the future Estuarine
Shoreline AEC. As proposed, impervious cover in the AEC will total 4750 ft', and will represent
less than 1% of the property's AEC area.
Twenty-nine additional parking spaces, most of which will accommodate boat trailers, are to be
located between lots 322 and 323 and lots 22 and 23. Nine smaller parking spaces are to be
located on the road around the marina.
Proposed Wetland Impacts:
Wetland impacts have been greatly avoided through careful land planning. All residential lots,
clubhouses, bath houses, marina parking and the marina basin avoid wetland areas. Requests for
wetland fill have been minimized to two road crossing: and the marina entrance channel clot Bp
_1 �ij�z,-, ,i.e�C .la'U ,� "L`" ' ..1'L-a ai"r3 .r: 2:__1: ,�.1-.T. :. : <', \ etl=liCS .,ci Ju V/till ..
the ciarance channel cut have been minimized to 3,600it2. One wetland road crussing is
requested within Phase B and totals 1,800 ftZ of wetland fill. A road crossing located in Phase 1,
which was not previously permitted, is also requested and totals 6,OOOft2 of wetland fill. Wetland
impacts requested in this application total 11,400 ft' (0.26 acres). A NW 18 permit has b(Zen
�. ,w .,.i.4.�'*� �,.r .:'1. .:L::.. . �_'_...1. '�II '1 ..� {.-�'Fa�. '4"}i;
- }L w'„t1aI1L f .:c:.15'loc:.tea�,-F 1t111n YD2• ( `ii JI LJ!e � _,3..SId Y..'f,. .J�tl, -.., 1 +Pa t'ito
Plan, Sheei 5).
Additional Permits:
Wetland Permits within Phase 1: Phase 1 c{-t`,tains none of the waterfront or Estuarine Shoreline
AEC. .Development is currently proceeding wiis n this phase. As of March 2000, road right-of-
ways were cleared and construction of these roads began. A Nationwide 414 Permit was obtained
for three minor road crossings in Phase 1. A NW 18 and a NW 12 permit for construction of
drainage easements within Phase I are being reviewed concurrent with this CAMA application.
CAMA Major Application, Phase H Seascape Cornmtrniry and Community Marina, Brunswick
County

i
(The N l 8 requests ] 180 fr impact and the NVd 12 request 1 ]00 ft'of disturbance. )
! Lou,Density,Storntwater Permit: A Low Density Stormwater Plan has been issued by NC
j Division of Water Quality for Phase I and the marina+portion of Phase I1. Drainage features are
currently being installed in Phase 1, per conditions of the permit. This existing permit will be
modified to include the remainder of Phase 11, prior to beginning work in this area.
Sedimentation and Erosion Control Plan: A State approved Sedimentation and Erosion Control
i
Plan will be obtained before any work begins within Phase II.
p CEINI N ►
JUL 2 6 2000 D
D1ViSNON OF �q
COAS-AL fJANs",G_lV CN E
LAMA Major Application, Phase H Seascape Commmnity and Community Marina, Brunswick
County
4

7.._.�il,�,NA vcMc/V T GPr OUP ANC
Environmental Consultants
cs office Box 2522
Wilmington, North Carolina 25402 t; 1
FAX: [phone] it l V 1
TEL: [phone]irq
= '
DATE JOB NO.
n _ ` dw- -
ATTENTION
b v
VvE ARE SENDING YOU
V;ei!arlu --,,aDs ❑ Sail rmaps ❑ r,erla phso
❑ Rfln!S
❑i Apo tent:plans ❑ Envlronmeni2l feDC,iS
-ESE ARE TRANSMITTED as checked below -- -
=or approval
For your use
ED f
As requested
i
For review and comment
1 r
_ I' v,/.,�=i,�-�.G�:;�: !;W„�,' � ,` < f�J,/,�,0.,( ;;f_� G�� I:1`w✓'._c_J'V 7� �,_r�`�a�
At�\ r�r1:7`j', ' � /✓�L•�1 C�`. ,
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, 1
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COPY TO
SIGNED:
•4

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\ 33 -ina1 _6 MLW i✓
io be \ 1; 1 -1- _—
1, \ \ 355
DEPTHS SHOWN ARE CURRENT DEPTHS / 2054 \ r 5
1
RELATIVE TO MSL 1 I
MHW = 1-9'MSL \ \
MLW = -2.3' MSL 1
v � 1
1.2530
11
351 �
1
.253
\ 1 1
1395 eac IIm 11 ,
upprer edge
/ coastal marsh
Anti-scourer T-L76 1
rip rap --1.81 Einal depth In c MLW
1 doe to be -
--3.09 �_-4.0F ,,,W ed
— 4
Dredging limits
QE I
0 50 100 200
SCALE 1" = 100'
Land Management Group, inc. LAMA Maio Application,
-�. Environmental consultants Seascape. Phase 11
P.O. Box 2522 Plan View
! Wilmington, NC 28402 "nuance Channel
910-452-0001 Data: 4,'2000

CONCRETE
CAP
d�5
L g
r- .
as
date .Peet
51
X=4.5'
7-
CONCRETE OR
PILING DEADMAN
(per engineer)
BOTTOM
(FINAL GRADE)
RE-ENFORCED
CONCRETE
SHEET PILE
Sheet Pile Depths
per engineer Typical Cross Section
Mid Way BetWeen Basin and Entrance Channel
(see Plan View of Entrance Channel)
0 5 10 0 10 20 40
Vertical 1 5' Horizontal 1" = 20'
G Inc.l Group,
-_t
8
Land.fKanagementGroup, Inc. cAMA Major Application,,
Environmental consulmnm Seascape, Phase 11 Cross Sectional View
P.O. Box 2522
Wilmington, NC 284032 Entrance Channel
910-452-0001 Date: 4/2000

Form DCM-NIP-'
irLijXCAVATION
tv kiIt"" P�
AND FILL
(Except bridges and culverts)
Attach this form to joint Application for C,'.0 I
vIA
Major Permit. Form DCM-MP-I. Be sure to 1. EXCAVATION
Complete all other sections of the Joint Application
that relate to this proposed Project. a. Amount of material to be-excavated from below L4_r>
Describe below the purpose of proposed excavati MHW or N"A'L in cubic yards
ion —4-6% vd'
or fill activities. All values to be given in feet I-Litboci
Average Final b. Type of material to be excavated_ Organic
Existing project muck within tidal marsh sands of submerged
Leneth Width Depth Depth bottom.
Access ranets will
channel from Slope c. Does the area to be excavated include coastal
(MLR`) or A 5' 90' —10' from wetlands (marsh), submerged aquatic vegetation
(MAIL) to-2' to-8' (SAVs) or other wetlands?-e X Y
1VDA7 IVIL es W No
Marina entrance channel—cut through coastal
marsh fringe(-3600 ft2 of marsh).
Canal d. Highground excavation in cubic vards
200.000 v& for marina basin & surround.in2 area
Boat 50, 00, DISPOSAL OF EXCAVATED
A '
Basin r tt w NU-1W MATERIAL
50, 15' --6 a. Location of disposal area Excavated material
bw ii I. Boat MLR' will be used for road development and upland fill
Ram
throughout the Seascape development. Finer
sediments will be
6, N/A ed to create earthen berms and
✓:Z� Rock Lis other landscape features
0i'ta Groin
Cr vuu,wt b. Dimensions of disposal area—_Many acres are
rwLyfr— N/A available within the overall Seascape tract.
Rock
Breakwater c. Do vou claim title to disposal area)
Other N/A X Yes —No
(Excluding I If no, attach a letter granting permission from
shoreline the owner.
Revised 03,19S

Form DCM-?tom_^
d. Will a disposal area be available for future 4. OTHER FILL ACTIVITIES
maintenance? X Yes —No (Excluding Shoreline Stabilization)
If yes. where? If needed use of a near-hv dredge
spoil island will be repuested. a. Will fill material be brought to site?
X Yes -—No
(
e. Does the disposal area include any coastal Ify1
) Amount of material to be placed in the
wetlands (marsh), SAVs or other wetlands? water None
Yes X No
(2) Dimensions of fill area N/A
f. Does the disposal include any area in the water?
Yes X No (3) Purpose of fill N/A
b. Will 3' S�QRLIl\E STt RATION (marsh), SIA\stor�otheral be pwetlanlaced ds�oastal wetlands
ong marina basin and entrance X Yes No (404 wetland, adjacent to
channel) coastal marsh, but outside AEC)
x. Type of shoreline stabilization If ves,
X Bulkhead Riprap (I) Dimensions of fill area 1_800 {t'_
b. Length 450' x 300' basin 45' channel (-�) Purpose of fill Road construction (single
road crossing in Phase Il).
c. Average distance waterward ofMHW or N WL
n y eSi,i, ?BB :5' S- 5-2sn� L4S J. GENE
d 6.�StC e+tfY6Mk �\ _
d. Maximum dist
N WL ance waterward of MHW or a. How will excavated or fill material be kept on
2�z1 site and erosion controlled? Dredged material to be
/ i8a, 30 ��5 Dumped to spoil dike area with water control
\� SKtri 511Q CC •ZYl'ff CfAo Ylc _) structure (located in existing snoil area to east of
e. Shoreline erosion during precedin, 12 months proposed marina, Silt fences will be installed
N/A along limits of grading and aroundmaterial as a temporary control measure. Seeding
f. Type of bulkhead or riprap material will stabilize graded or filled areas as Dermanent
erosion control.
concrete Conditions of an approved
Sedimentaion and Erosion_Control Plan will be
Amount of fill in cubic yards to be placed followed for all work witit n Phases II
below water level N/A b. What type of construction equipment will be
(1) Riprap used (for example, dragline, backhoe, or hydraulic
(2) Bulkhead backfill dredge)? `
Hydraulic dredge. dozen dumotrucks. nile
h. Type of fill material N/A driver
Source of fill material N/A Will wetlands be crossed in transporting
equipment to project site? Yes X No
If yes, explain steps that will e taken to lessen
environmental im acs .'i' `° '
P
I I.Lam;
Il Itl
Revised 03/95 i \'�,` `fie/N y r 7011
^.elf: —' j:

� ��t { ��j 5�,
V7)Ri(2MU77Ll�/IiLO.L (9on� n7
2522 'na
✓1rO-4 2-000Yrd 28402 � •li1 p9--m—WWJ
.�TeL 310-45Y-0009
-T.".. Y &14
9LW
�Orann��¢nt/e�`a s'wk
2840.7
(8) The wing walls and all breakwaters have been removed from the proposed bulkhead. As
shown on Sheet 10, the bulkhead will terminate at the lower edge of the coastal marsh. This will
result in a bulkhead which extends no more than 35' waterward ofMHW.
(9) An off-site disposal area has been designated, so that material will not be stored on-site. The
disposal site is located off Hwy 130, Brunswick County (letter of permission enclosed). An
ACOE approved wetland delineation exists for the site and spoil will be placed on upland portions
of the tract, per the wetland survey and with appropriate sedimentation and erosion control
measures. During excavation of the marina basin, all material will be immediately transported to
the disposal site (material will only be handled once). Pumps will be used to maintain a water
table below the excavation area, and the connection to the AIWW will not be opened until the
basin is complete. This will ensure that all excavated material is dry and will eliminate the need to
de-water the spoil. Dredging below MHW will be done with a barge mounted excavator and.
material will be de-watered on the barge.
(10) Cross sections of the proposed dredging below MHW have been provided in Sheet 12.
These cross sections are approximately 50' apart, as requested.
(11) Sheet 10 shows existing low water depths within the proposed dredging area which were
provided by Brunswick Surveying.
(12) A narrative has been enclosed which summarizes pertinent aspects of the project. For more
detailed information, please refer to the Environmental Assessment dated March 2000.
As you verbally recommended, the wetland survey has been removed from the application
package. So that figures will not be confused with the original application submitted in March
2000, a complete copy of the revised application package is enclosed. We are eager for the review
process to proceed, and I will be available to assist you in any way possible. If you need anything
else to complete your review or have questions about the recent revisions, please do not hesitate
to call.
Sincerely, �� � ���ryryrVV �l S\�\}/'7
l I �`../ Zvi L6 V�I f Y
Laura Stasavich
Land Management Group, Inc. ` � JUL 7 200o Di
DIVISION OF
COASTAL MANAGEMENT

Semi-diurnal tidal marsh fringes the AIWW along the tract's southern boundary. Normal tidal
range averages 4.2' and a spring tidal range averages 4.8'. Along the western waterfront, slope
within the marsh is gradual and the marsh extends several hundred feet in width. On the eastern
waterfront, however, coastal marsh is present o*in a narrow fringe that averages 20' in width.
The abbreviated width is due to a large dredge spoil area located along the AIVdW. Spoil covers
an area roughly 500' wide and 1800' in length along the waterway. Elevations on the spoil area
average +15'MSL. A steep slope from this elevation to the existing marsh creates a bluff that
limits marsh width and prohibits landward migration of the existing fringe.
Phase 11 of Seascape contains roughly 157 acres, and includes all of the tracts waterfront and the
central third of the tract's interior. The majority of Phase 11 is upland, but wetland include those
associated with the unnamed stream, one seasonally ponded depressional wetland, and the coastal
fringe wetlands. Three small wetland areas were located at the upper end of riverine wetland
forgers, but were not connected to the larger wetland system. These were determined to be
"isolated" by the ACOE, thus releasing them from ACOE jurisdiction.
Proposed Community Marina:
An upland basin marina is proposed within the existing spoil area. Proposed basin dimensions are
roughly 450' x 300', with seventy-two designated boat slips. A ramp will be located in the
northwest corner of the basin, and 74' of floating dock will provide temporary, side-to dockage
for the ramp. An 80.0'wide entrance channel will extend 365' from mean high water (MHW) to
the first boat slip. Final depth within the basin is proposed to be -6' mean low water (NlLW). To
facilitate tidal flushing and avoid stagnant water, the entrance channel will slope from-6' MLW in
the basin to -8'MLW at the ADA7W setback. Concrete bulkheads will stabilize the outer edges of
the basin and entrance channel. Bulkhead stabilization of the entrance channel will end at the
lower edge of coastal marsh.
At the proposed entrance cut, existing depths steadily decrease from MEW to -4.6' MLW at the
AIWW's 80' setback. Past the 80' setback, depths quickly increase to greater than -8'MLW. To
provide navigable access into the marina's entrance channel, dredging in public trust bottom will
be required. Dredging will stop at the Al W W's 80' setback where depths exceed -8' ML W.
Excavation below MEW is expected to result in the removal of 29,000 yd3 of material.
Excavation will be done with a barge mounted excavator and material will be de-watered on the
barge.
Elevations within the basin area currently average+15' MSL Construction of the marina basin
will result in approximately 200,000 yd3 of material excavated above MH W. The basin will be de-
watered during excavation so that all material removed is dry. This material will be loaded onto
trucks and transported to an ofl=site disposal area.
Portable marine pump-out systems will be available for removal of boat sewage. A wastewater
treatment system and subsurface drain field will be constructed to dispose of wastewater from the
CA AM Major Application, Phase II Seascape Community and Community Marina, Brunswick
County �If c � D ?
N;F;� 910010
al�ilsioi� ut=

Form DCM-MP-2 i. Source of fill material N/A
If no, attach a letter granting permission from
the owner. (See attached letter). 4. OTHER FILL ACTIVITIES
d. Will a disposal area be available for future (Excluding Shoreline Stabilization)
maintenance? X Yes _No a. Will fill material be brought to site?
If yes, where? same as above X Yes No
If yes,
e. Does the disposal area include any coastal (1) Amount of material to be placed in the
wetlands (marsh), SAVs or other wetlands? water None
X Yes No Approved wetland
delineation exists and spoil will be contained to (2) Dimensions of fill area N/A
upland areas through proper sedimentation and (3) Purpose of fill N/A
erosion controls measures. (survey enclosed)
b. Will fill material be placed in coastal wetlands
f. Does the disposal include any area in the water? (marsh), SAVs or other wetlands?
Yes X No X Yes _No (404 wetland, adjacent to
coastal marsh, but outside AEC)
3. SHORELINE STABILIZATION If yes,
(1) Dimensions of fill area 1,800 ft2 and
(alone marina basin and entrance 6. 000 ft2
channel) (2) Purpose of fill Road construction (one
a. Type of shoreline stabilization crossing in Phase Il and one in Phase 1 that was not
X Bulkhead Riprap permitted under the NW 14.)
b. Length 450' x 300' basin, 365' channel
5. GENERAL
c. Average distance waterward of MHW or N W L
30' a. How will excavated or fill material be kept on
site and erosion controlled? Material excavated
d. Maximum distance waterward of MHW or from the basin and surrounding area will be
NWL immediately loaded and transported to the disposal
35' area. All material excavated above MHW will be
dry through pumping as the water table is
encountered. The entrance channel cut at the
e. Shoreline erosion during preceding 12 months AI W W will not be made until the basin has been
N/A excavated.
A barge mounted excavator will be used for
f. Type of bulkhead or riprap material excavation below MHW and sediment will be de-
concrete watered on the barge. De-watered material will
then be transported to the disposal area
Amount of fill in cubic Silt fencing will be used as a temporary
ge yards to be placed erosion control measure on all graded areas and
below water level N/A B seeding will nrovide permanent erosion control
(1) ulkh measures. Conditions of an approved
(2) Bulkhead backfill Sedimentation and Erosion Control Plan will be
followed for all work within Phase 11.
h. Type of fill material N/A
b. What type of construction equipment will be
Revised 03/95 � 0 �kq'_ Till �J�
lU
Ilf S!,QN F�^
v.iiJ

used(for example; dragline, backhoe, or hydraulic
dredge)?
Barge mounted excavator.dozer.dumptrucks.pile
driver
C. Will wetlands be crossed in transporting
equipment to project site? _Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
n t lQanne e Applicant o roje ame /� qq/
' nature� U
Date
-�
11 I! 1CI VE
D
7 2000
),'V c-t ON F
Revised 03/95

MAR. S.20on S: SSFN NCLENR W1pn NV. I'G F.2.. - --
, , State of North Carolina
Department of Ensironment
and Natural Resources t •
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality "c"'" C"00'•D� Mcwr or
E.mAonH[rr. .wa Ner„n.L Reaouq�g
March 8, 2000
Mr. Sean Scalon, Project Coordinator
Coastal Comaunit es. Ir r
13i Ocean Blvd. We;i
Holden Beach,NC 28462
Subject: Permit No. SW8 990913 Modification
SeaScape at Holden Plantation
Low Density Subdivision Stormwater Permit
Dear Mr. Scalon: Brunswick County
The Wilmington Regional Office received a complete Stormwater Management Permit Application for SeaScape
at Holden Plantation on March 7,2000. Staff review of the plans and specifications has determined that the project,
as proposed, will comply with the Stormwater Regulations set'forth in Title ISA NCAC 214.1000. We are
forwarding Permit No. SW8 990913 Modification, dated Much 8 2000, for the construction of the project
SeaScane at Holden Plantation.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and
limitations as specified therein and does not supercede any other agency permit that maybe required.
If any parts,requirements, or limitations contained in this permit are unacceptable,you have the right to request an
adludicatory hearing upon written request within
be. ,n ilte frrm of !Rt l':: a thirty(30)days follows tg rev!
{ i ,c• ., r Tw
i1 tilt.p+Tj 1i4��:v�`h tpinF -.t�f).(iti.
ad his permit
shag _rings,P.O.Drawti 27447,Raleigh,,*X 2 76 1 1-744ir'Unless demands
are ade this permit shall be final and binding.
If You have any questions, or need additional information concerning this matter, please contact either Noelle
Lutheran or meat(910) 395-3900.
_ Rick Shiver
iVater Quality Regional Supervisor
RSS/nml: S:l WQSISTORMWAT\Y i ' _�
cc: LRMIT\990913.MAR
Perry Davis
Delaney Aycock. Brunswick County Inspections
David Thomas, NCDOT Division 3, District 3 JUL 2 0 20�O
Wilmington Regional Office
Central Files DIVISION OF
Noelle Lud=zn COASTAL MANAGEMENT
127 Cardinal Dr.ErL,Wilmington,North Carolina 28405 An Equai opportunity Af iirmefive Action EmployerTelepfione 970.395.3900 FAX [phone]
50% rccyeled/10%post-consumer paper

NAR. 3.2EON 5: iBPrt NCDENP WIRO r4O. 1,6. P.3
4,
1
STate Stormu•aier Management Systems
Permit No SW8 990913 odiftca 'on
i
i
STATE OF NORTH CAROLINA
DEPARTMENT OF EN'VIRONMEI N`T AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
SU_ATF STOR HATER MANAGEMENT P RAg
LOW DENSITY DEVLJ',OPMENT
In accordance with the provisions of Article 21 of Chapter 143,General
Other applicable1aws, Rules and Regulations Statutes ofNorth Carolina as amended and
PERMISSION IS HEREBY GRANTED TO D C E JI V 3Coastal Comn=ities, Inc.
SeaScape atHo4im Plataaiion J JUL 2 0 2000
Brunswick County D I V I S I O N OF
FOR THE COASTAL MANAGEMENT
construction operation and maintenance ofa 25%low density subdivision with atcurb outlet system in compliance
with the provisions of 15A NCAC 2H .1000
stoanwaur management plans and a (hereafter referred to as the "stormwater rules,) and the.approved
approved by the Division of Water Quality
an conons, and °ate supporting data r attached and On file with and
Qlraltty and considered a part of this permit
°ens . �a t hr�f ,w for SeaScape at HOld Aplanta>?cz;
(-� ?: .ti tnu�a.C='y v'ti?.J.0 UI q`{1sJn.: Y SC1I7f'<_. +:-ld 5. a1•b.subject to the 1U11U',Yln speci i
.- Ons dn[i ,LL
g fic
I. DESIGN STANDARDS
1 ,
1h V c aplrZOVCd
A.�;,.. p i l'� " _"gL.�ta:•:�S rll�v .:4��� ' F.
e iit .
2. The overall tract built-upon area percentage for the project must be mair,ta_ned at 2
Of Section .1005 of the stormwater Hiles. 5�o,Per the requirements
J. Approved plans and specifications for projects c
enforceable parts of the permit overed by this permit are iuc:0*p0rated by reference and are
4• This project proposes a curb outlet system.Each designated curb outlet swale shown on the approved plan
must be maintained at a minimum Of 100' long with 55:1 (H:V) side slopes or flatter, have a longitudinal
Slope vegetated
steeper than . Dart} the flow from a 10 year storm in a non-erosive manner., and maintain a
dense vegetated cover,
i
2

. Ptiaq. g,`fjGG S 18Pf9 tJCDcN2 WIP.p , __..
- tJG. i'6 P.,.
State StormwaterManseetaent Systems
i
e it No.S0.'8 99095 *Rodifie .
5. No piping shall be allowed except:
I
a That minim um amount necessary to direct runoff beneath an impervious surface such as a road or
under driveways o provide access to lots:
b• That minimum amount of perforated piping necessary to conve
the approved plans. } runoff after treatment as shown on
C. That minimum amount needed associated with the outlet structures of the wetland ponds for the
purpose of flood control as shown on the approved plans.
6. Runoff conop au steeper than 3rl(b°utlLtsu'�les, arch as perimeter ditches,must be vegetated
P unhill .. r.,
(H:V).
II. SCHED[]I,E OF COMPLIANCE
l• Curb outlet swales and other vegetated
operational for their intended use tried conveyances shall be constructed in their entire prior to the construction of any built-upon sirrfa°e �'vegetated and be
2. During construction, erosion shall be ke t to a P� the approved plans
vegetated conveyances.will be repaired ' P minimum and any eroded areas
P � imimediately. of the swalcs or other
3. The Permittee shall at all times provide the operation and maintenance necess
atormwater management systems at optimum efficiency to include: ary too Operate the
a• Inspections P Permitted
b. Sediment removal.
d.C. IMmom a and revegetating of the side slopes.
e.
Maintenance of side slopes in accordance with f Cleaning and repair of catch brio approved plans and specifications.
grates, flumes,piping, and the flow
4. The permittee is responsible for v spreader mechanism..
built tmn 'a nP:e tti�, 'f-a4• el that L;e �toPnsed btult linen ar, A,
. .�- -•7..r�i�'^� 1 ��: CnILn•n
UGll a.urz,.'.i�I,�) �. Care t`3t
tc ,ne individual roe o Q �: t d r.",pun_sibility :ca meeting the buiir-u on area wi[nout appro
P P � `��' P remit is transferred
5• Deed restrictions are incorporated into this permit by reference and must be recorded with the Office of the
Register of Deeds prior to the sale of any lot. Reco_ded deed restrictions mutt incl:ta�, ; ;;`..
following statements related to storm water.:nar ;,:5,. a!,
n?7C;1 areY- ��:;' , � + a,�' _._
on =*ca consir gyred , `' s�feet. T s;allotted amount includes any built-
between the front lot line d the s•dge of t01 he pavement.Built and that Portion of the right-Of-way
to,structures,asphalt, concrete,gravel,brick stone,slate,and con area includes,but is not limited
Open wood decking, or the water surface of fl� but does not include raised,
6 swimming pools.
The covenants pertaining to stormwater regulations may not be changes or deleted
�Oncurrencc of the Division of Water Quality,
without
C. the development exc Or�in�g�y 3:1 vegetated conveyances(ditches swaies,etc.)associated with
except for average driveway crossings, is prohibited by any Persons."
d• "Lots within CAMA's Area of Environmental Concern may have the
reduced due to CAMA jurisdiction within the A13C Permitted built-upon area
3 ;

Vicinity Map
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J
Z
17
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N
f
N
5A- t
_73
7
N S
:PA
JUL 2 0 2000
0 1 2 4
DIVISION OF SCALE 1" = 2 MILES
COASTAL '-JANAGEMENT
S1I E
Land Management Group, Inc. CAMA Major Application Vicinity Map
Environmental consultants Seascape, Phase 11
P.O. Box 2522
Wilmington, NC 28402 SHEET 1 of 12
910-452-0001 Date: 3/2000

USGS Topographic Map
E � 1
:SLanbury
Varnamtown
{
14
1
i
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—
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' •� - ..
Lam.. CM
t
k
1 east�pe boundary =1Y
4 �
w.
y , 0
0 .
Note: There are 4 small outparcels :
located in the center of the tract's 0 1000 2000 4000
waterfront, along the AIWW(not shown). SCALE II = 200 r`
Land Management Group, Inc. CAMA Major Application USGS Topographic Map
Environmental Consultants Seascape, Phase II Holden Beach and .
P.O. Box 2522
Wilmington, NC 28402 Lockwoods Folly Quads.
910-452-0001 Date: 3/2000
SHEET 2 of 12

NRCS Soil Survey
an
�rpk-
Seascape
R�Q
t
7A,
N
I IT
44�
Pova. A"s 5l.l
;I .. -. . ,, - -1-- 1 T , i
Si
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gll
-1 �3Vz "A YtW
W I t m-, ig Tv4 # �
Note: There ara 4,r., ;all outparcels 0 1000 2000 4000
located in the cents of the tract's SCALE 1 2000'
waterfront, along the AIVVW(not shown).
Land Management Group, Inc. CAMA Major Application NRCS Soils Survey
Environmental Consultants
Seascape, Phase 11
Brunswick County
P.O. Box 2522
Wilmington, NC 28402 pgs. 16&17
910-452-0001 Date: 3/2000
-- SHEET 3 of 12

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Seascape,P.O. Box 25221
Wilmington, • 1 13
SHEET 4 of 12
' 101 •• ••• i

7 I a I'! 77 I I .
�iJUL 2 0 2000 �U
uIVISION OF T
COASTAL N4 AN SE ,- —
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Land Management Group, Inc. CAMA Major Application Slip Detail,
> Environmental Consultants Seascape, Phase 11
P.O. Box2522 proposed Marina
Wilmington, NC 28402
910-452-0001 Date: 3/2000
SHEET 9 of 12

.' 381 MP�bas 6WSlbe
N
final deQth 1`
:\11
m Note: Bulkhead will end
383 `D
a at waterward edge of coastal
marsh. Marsh:vidth of
D a� m proposed cut does not exceed 40'C. 350
i a
1 353 W
M o m 385 6 A�Vry _
:. ' _' \
4 � a Jr- '� '�• J
>>r
y :' upper coastal
41 marsh
upper coasta�, ,-••—
marsh y +1 _
0.66 +0.46-
lower coasta"�'' 0.51 + depth at BO' setback
m + G Final
MHW marsh +1.79 -2i7 c will
q acMy a $e ack,
s rn ez 8 MAW'
3 ;a e t and Geed N.
a
CD
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D
A
O
SCALE 1" = 100'
depths provided by Brunswick Surveying
(depths relative to MLV)
Land Management Group,]Inc. AMA Major Application, EE
an View
-s Environmental Consultants Seascape, Phase II
P.O. Box 2522 ce Channel
i Wilmington, Nc 28402 stin depths
910-452-0001 Date: 712000 9 P
SHEET 10 of 12

CONCRETE
Fn � CAP
es aeje/G�aae JUL 2 0 2000
de
l- Y
Oe
0I V I S I O N OF as dee�9\�ee<
j COASTAL MANAGEMENT
151
MHW
X=4.5' \
MLw
�s 7 n
CONCRETE OR
PILING DEADMAN mw w ti
(per engineer)
fib- a
\E-ENFORCED
t �} CONCRETE
SHEET PILE is
��I..e.L�'":'.,.,anlT ".."�+�n���'.+^�' 3s-'X✓ .'..e. a ',w� k..�'� i 'h a��'.i._.__ :-.
L
Sheet Pile Depths
per engineer Typical Cross Section, Entrance Chann?l
0 5 -10 0 10 20 40
Vertical 1" = 5' Horizontal 1" = 20'
Land Management Group, Inc. CAMA Major Application,
Environmental consultants Seascape, Phase II Typical Cross Section,
P.O. Box2522 Entrance Channel
Wilmington, NC 213402
910-452-0001 Date: 4/2000
.SHEET 11 of 12

%(eta,.✓4 tlh YA+mod 28402
��s>o-asp-000>
RECEIVED Y.Z&fs
Q.
%t'tJry� 11 JUL 2 Q 2000 eaos9l;�/v l�. u
✓t`B saaoa
17 July 2000
Ms. Janet Russell
NC Division of Coastal Management
127 North Cardinal Drive
Wilmington, NC 28405-3845
RE: Seascape Residential Community and Community Marina, Phase II
LAMA Major application, Brunswick County
Dear Janet:
Please find enclosed information regarding the above stated project, as requested in your letter
dated June 23, 2000 ( a copy of that letter is enclosed for your convenience). Specifically:
(1) Information has been added to DCM form MP-1, 3d., as requested.
(2) All figures have been labeled as "Sheets 1 of 12, 2 of 12, ....12 of 12".
.VC li�l3'2:' ".`.,>'iL•_i'adi:L`:. i$ z;Y1:F:: i Cli J1i"ti o, !'1'OIIOSC(1.�'f!;pna. All marina-associates;: a1+land
development is shown on Sheets 5 and 7.
(4) Sheet 7, Marina Area Site Plan, has been updated to show the future 75' AEC around the
Trop•: s: I marina. A note has been added to Sheet 6. S-f wceoe Phase It Site Plea, which states
(5) All figures have been re-labeled so that "CAIviA Line" has been replaced with "upper coastal
marsh'.
(6) Included in the original application package was a detail of the marina 1.:asin with numbered
slips. This is provided again as Sheet 9.
(7) The Seascape Site Plan. the Seascape Phase h Site Plan, and the Marina Area Site Plan have
been provided at a 1"=200' or 1"=60' scale. Per your request, we have provided twenty-six
copies of each of these figures (Sheets 5, 6, and 7).

C.^?I/L�(.L071/lI1.P//lfQL C90�25UGLC(J/2f0
�afl�/�Itc JIaS.252_2
9Vd-UY& 28402
910-452-000,
�i«4 6.�✓((nuL .�'uifc 94
✓`..�iz' lCu,m. 9i'or<mn6.lnii+anr/-0��"«�.J.
�'���(e�imc✓�tm<imn 3805
7'(eMni glmt,✓t6 28403
(8) The wing walls and all breakwaters have been removed from the proposed bulkhead. As
s icav . n it ct 10. the bulkhead wdi terminate at the lower edge of the coastal marsh. This will
result in a bulkhead which extends no more than 35' waterward of MHW.
(9) An off-site disposal area has been designated. so that material will not be stored on-site. The
disposal site is located off Hwy 130, Brunswick County (letter of permission enclosed). An
ACOE approved wetland delineation exists for the site and spoil will be placed on upland portions
of the tract, per the wetland survey and with appropriate sedimentation and erosion control
measures. Durine excavation of the marina basin, all material will be immediately transported to
the disposal site (material will only be handled once). Pumps will be used to maintain a water
table below the excavation area, and the connection to the Al ArW will not be opened until the
basin is complete. This will ensure that all excavated material is dry and will eliminate the need to
de-water the spoil. Dredgitlg below MHW will be done with a hydraulic dredge and material will
be de-watered on the bare.
(10) Cross sections of the proposed dredging below MHW have been provided in Sheet 12.
These cross sections are approximately 50' apart, as requested.
(11) ;Sl""-! ',.0 shm s -`_XiFtlng- low water de_nJis 1he pro1;03�d a"', 5111 V;-,i'e
PrO lz!.' i,'r iittlnS'vV; S Ctel^7eyIm aj a.
(12) A narrative has been enclosed which summarizes pertinent aspects of the project. For more
detailed information, please refer to the Environmental Assessment dated March 2000.
the ^f C2:TE'Ii:^V:
Ut;{?; a complete copy of the revised appliention package is enclosed. We are eager for the review
proceF:;to proceed. and I will be available to assist you in any way possible. if you need anything
else tc complete your review or have questions about the recent revisions, please do not hesitate
to caul.
Sincerely,
Laura Stasavich �� �I
Land Management Group, Inc. h�1 JUL -2
DIVISlr?l� Or
C'CAS EAL MA_N4kG=1OcI\.T

jwc.
Ad t�� 252-2
901-ing",X,&, &o/Ima 28402
AT sseos
EDelosures: revised application padk-age,
26 copies of Sheets 5, 6, 7
cc: Sean Scanlon, Coastal Communities
I VEN
JUL z It 2130D I

Sate of North Carolina
Department oflEmironment
and Natural Resources
N ilmulgton Regional Office
Division of Coastal Management
James B. Hunt, Jr., Governor N DEE N R
William NORTH CAROLINA DMRARTMC�- Or
nna D.
Holman,Director
Secretary! �"' � y v^r.;��, y Fw RONMENr AND NATURAL Re MURCES
Donna D. Moffitt, Director
June 23, 2000
Ms. Laura Stasavich n �` )Jl
LANDS z 252 EMENT GROUP Jf I DUI 2 0 2uuu JV
P. 0
Wilmington, NC 28402 DIVISION 0=
COASTAL f"14" J',G=Mcf�l'
RE: Seascape II
Dear Laura:
I have completed a cursory review of the Seascape Major Permit application. The
following items need to be addressed in order for us to consider the application
complete:
1 . The CAMA Major Permit application is a stand-alone document. It should not
reference the EA document. All information (even if it's redundant) must be provided
on the application. On MP-1 , see 3. d•
PioaSe ial;el al! dr&-,.-sings, Sheet 1 of 4, 2 of 4, etc. Make sure each n an has a
3. The road configuration on the Proposed Marina drawing does not match the
Marina Area plan with parking and bathhouse drawing.
! P4 h,e. o lE } ._. . .c r nll i r-,si9 higf: fa. ��rLi
boat rarnp,, bal;ti iou6e and some parking be in 75' AEC' See MP-3 g. Pi'3s"r
the plans to raflect an accurate AEC line,
5. What is "CAMA Line" on the plans? Does this refer to coastal wetlands? If so,
please label as coastal wetlands.
6. On the proposed Marina plan, please put a number or boat outline in each boat
slip, so that we might determine where you consider the slips to be.
127 Cardinal Dr.Bit,Wilmingtan,North Carolina 28405 Telephone [phone]Q FAX [phone]
An Equal oppotmnity Affirmative Action Employer 50%reeyeled/10%posocon cr paper

Seascape, Phase II
June 23, 2000
Page 2
i 7. The Seascape Phases II plan will not be adequate to determine details because
of the smalLscale, For instance, It is almost impossible to see the line for coastal
wetlands, any federal wetland information, etc, All wetlands, whether COE
jurisdictional or not, must be legibly shown on the site development plan. Please
make more references to the mean high water line, Phase II/III line disappears
down near the left hand bottom of this sheet. Would it be possible to provide this
Phaos: i plan c,l a larger „I?9
. .
B. On the plan view of the entrance channel, please locate waterward and landward
edge of marsh. The groins cannot have 1" section on the end. If you want to
propose a rip-rap breakwater to protect the marsh at the end of the groin, please
discuss and show details with cross-section, size of stone, height and width, etc.
9. Do we have a plan and details on the proposed spoil disposal area? Dam
configuration, storage capacity, riser, outlet location, etc. We need a site plan along
with cross sections and all calculations.
10. Do we have a plan view of the entire dredging project with proposed low water
elevations denoted? We will need proposed cross-sections of the channel between
the AIWW and upland excavation .Note where the tie in will occur - in other words
if you're dredging down to -T at low water, at what point will you reach the existing
depth -T at!low water?
11 . 1 am confused by your note on the Plan View Entranoe� Channel plan "Current
. C,,.th, ,.r i:��, , SL" , C -need exicf;n!1 �!.If;l�,'•l t�( ric �l i.L�. or, tihi:; plan.
12, Please submit a narrative description of the project.
Please come by or call if you have questions about what L'de need, 395-3900.
S!nce_ly,' .
Gas Ili A
�L 1JL 2 C ZOOC I If
Janet. M, fusse6 —�
Coastal Manage,,perm
DIVISION OF
COASTAL lv1ANAUG=_M=—NT
127 Cnrdlnal Dr.Ezt,Wihningtnn,North Carolina 29405 Toiophnne 910,395-3900 FAX [phone]
An&qunl Opportunity A4PirmROw Action Employer 50"/,remeled1100/poet-eonsnmerpnper
li

q`tl .l'r.w..K..l 4.• 'A. � r
� Y
Form DCM-MP-I ��I JUL 2 0 2000
APPLIC TIOMVASTDALIMAON O
-`°T GEMENT
(To be completed by all applicants)
b. City, town, community or landmark
1. APPLICANT Vamumtown area
— -- — c. Street address or secondary road number.
Stone Chimney Road (SR 1 1 19 )
a. Landowner: Coastal Communities. Inc. '
Name c/o Sean Scanlon d. Is proposed work within city limits or planning
jurisdiction? Yes X No
Address 131 Ocean Boulevard West
C. Name of body of water nearest project (e.g.
City Holden Beach State NC river, creek, sound, bay)
Zip 28462 Day Phone [phone] A]WW (Lockwood Folly area)
Fax [phone] . 3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent: Laura Stasavich a. List all development activities you propose
Name Land Management Group, Inc (e.g. building a home, motel, marina, bulkhead,
pier, And excavation and/or filling activities.
Address P. O. Box 2522 Residential subdivision with upland basin
City Wilmington State NC marina _
� .
LaY_ ;�_:I( s .:. '�h
Fax [phone] existing project, new work, or both
New work
C. Will the project be for public, private or
c. Drr,;ect nsrne.(if atry _Q f_ascal e, Phase�I_ _ cc trt-=63l.�.se, Pry to
. .- . .
:I. Cirvc a brit: description of purpose, use,
Marina rteti.ods of construction and daily operations of
NOTE: Permit will I:e smed in name of proposed project. If more space is needed, please
landowner(s).,n,Y,r Project name, attach additional pages. Purpose of project is to
_ develop a sinele family,residential community with
a community marina. Standard daily operations
2. LOCATION OF PROPOSED and construction techniques will be utilized,and all
PROJECTwork will be supervised by a licensed engineer.
a. County Brunswick
Revised 03/95

m. Describe existing wastewater treatment
4. LAND AND WATER facilities.
CHARACTERISTICS " _ « None existing.
a. Size of entire tract 157 acres in Phase II. n. Describe location and type of discharges to
(total Seascape tract is 502 acres) waters of the state. (For example, surface runoff,
b. Size of individual lot(s) X= 17. 000 fr' Sanitary wastewater, industrial/commercial
effluent, "wash down" and residential discharges.)
c. Approximate elevation of tract above MHW
or NWL `12 to`26' MSL OR '10' to'24' MLW Minimal surface runoff
d. Soil type(s) and texture(s) of tract Wando o. Describe existing drinking water supply source.
fine sand on uplands. wet Leon sand in Brunswick County water system.
freshwater wetlands. Cartert sands in marsh.
e. Vegetation on tract S. alternillora and J. 5. ADDITIONAL INFORMATION
roemerianus in marsh. Ouercus spy. and Pinus
taeda dominant on uplands (also see EA).
In addition to the completed application form, the
f Man-made features now on tract Dirt following items must be submitted:
road. extensive spoil pile alone AIWW (see EA).
* A copy of the deed(with state application only)
g. What is the CAMA Land Use Plan land or other instrument under which the applicant
classification of the site?(C..,vtthelaaal land=eplan.) claims title to the affected properties. If the
X Conservation (w/i X Transitional applicant is not claiming to be the owner of said
Developed wetlands) _Community property, then forward a copy of the deed or other
Rural Other t instrument under which the owner claims title,
(Area of Town and Village clusters) plus written permission from the owner to carry
out the project.
It. How is the tract zoned by local government?
An accurate, dated wort. slat (mcludm" play
in biack ink cn an 3 %" by i I" white paper.
I. Is the proposed project consistent with the to Coastal Resources Commission Rule 71.0203
applicable zoning? X Yes No for a detailed description.)
(Aaach zoning compliance certificate,rf applicable)
Please note that original drawings are preferred
w - + a r..J ..a'C '�r�h a . J.. '..^,1 r•.,St:S$meitt._ � i � i, "_.
" ? w:=^ v< � •.i ,1..i rj fv t'% X �5 it n� r .rtm,y-
�YJ .•^Ine 7 ne ca Jt 'X y.Y( 'rJG
Co'Hw acted by Aiiantic Arch-tological Researcii r: if an avrquat: iiumbcr, 'quaky cu„ .; 2;e
Management Summary provided in EA. pra:(d•td by applicant. (Contact the U.S. ay
Corps of Engineers regarding that agency's asp of
k. Is the project located in a National Registered larger drawings.) A site or location map is a part
Historic District or does it involve a National of plat requirements and it must be sufficiently
detaii�d to guide agency personnel unfamiliar with
Register listed or eligible property? the area to'the site. Include highway or secondary
Yes X No road (SR) numbers, landmarks, and the like.
I. Are there wetlands on the site? X Yes_No �V�� g n
Coastal (marsh) X Other X J� ,�/
If yes, has a delineation been conducted X
JUL 2 o z000
Do
Revised 03/95
DIVISION OF
COP,•S',A—' i✓ANAGEMENT

JiUL 2 0 2000
' Form DCM-�y�p L DIVISION OF
COASTAL MANAGEMENT Carolina Environmental Policy Act.
*A Stormwater Certification,if one is necessary. 6,.CERTIFICATION AND PERMISSION
A portion of Phase II has been permitted (see ` "`
TO ENTER ON LAND
enclosed permit). This permit will be revised to
include the remainder of Phase II. I understand that any permit issued in response to
* A list of the names and complete addresses of this application will allow only the development
I the adjacent waterfront (riparian) landowners described in the application. The project will be
and signed return receipts as proof that such subject to conditions and restrictions contained in
owners have received a copy of the application the permit.
nt d plat,-'iw certified ;nail. S,ucr_ landouracrs
must be advised that they have 30 days in which to I certify that to the best of my knowledge, the
submit comments on the proposed project to the proposed activity complies with the State of North
Division of Coastal Management. Upon signing Carolina's approved Coastal Management Program
this form, the applicant further certifies that such notice has been provided. and will be conducted in a manner consistent with
such program.
Name See enclosed list_
Address I certify that I am authorized to grant, and do in
Phone fact, grant permission to representatives of state
and federal review agencies to enter on the
Name aforementioned lands in connection with evaluating
Address information related to this permit application and
Phone follow-up monitoring of the project.
* A list of previous state or federal permits I further certify that the information provided in
issued for work on the project tract. Include permit this application is truthful to the best of my
numbers, permittee, and issuing dates. knowledge.
ACOE NW # 14 (Action ID 200000281` and
!n 1s the :�i. day nf p^ri >S
A 13•av '- •. 3 yr a. � tt 'r ' 7-1.r-'
ur0. J�Zt�d/(c(7
Sedimentation and Erosion Control Plan. Phase I PrimName
andmarina area ofPhaseII.,permit#SW8990911 Signature
Landowner of Authori=ed Agen
* A check for S250 made payable to the n°
LWo iy.....•FX' • `- 't . v,�n �:, ir.i [ .r r 9.,_. ../M,e i o .,..,.
v
• , tJ
processing the application.
X DCMMP-2 Excavation and Fill Information
* A signed AEC hazard notice for projects in _X_ DCM MP-3 Upland Development
oceanfront and inlet areas. _X_ DCM MP-4 Structures Information
_DCM MP-5 Bridges and Culverts
* A statement of compliance with the N.C. _X_ DCM MP-6 Marina Development
Environmental Policy AM(N.C.G.S. 113A-1 to
10) If the project involves the expenditure of NOTE.Please sign and date each attachment in
public funds or use of public lands, attach a the space provided at the bottom of each
statement documenting compliance with the North form.
Revised 03/95

Form DCM-MP-1, supplement
Adjacent Riparian Landowners
(Seascape Phase II, CAMA Major Application)
Adiacent Landowner to the West:
Tax Parcel ID # 2320001204
Ktr.n h and An+•, G--
982 Bevar Road SW
Supply, NC 28462
Adjacent Landowner to the East:
Mr. Cecil Holden
3869 Stone Chimney Road
Supply, NC 28462
Outparcels in center of Seascape tract. alone AIWW:
Tax Parcel ID # 2320001103
Mr. William Bradsher
6456 Ocean Highway West
Shallotte, NC 28469
Tax Parcel ID # 2320001104 R
�j in1
Mr. Martin Gordon `✓ -'� _. " I I�
825 Ne zer Avenue, SW
M R"
Tax Parcel ID 9 2320001104 DIVISION O=
COAS TAL 1O.ANAG=MINT
Mr. James C. Holden, Jr.
1305 Currituck Drive
7 _
YaA Parcel ID # 23.3600/0'~
Mr. William George Scola
P. O. Box 14 US 17
Supply, NC 28462

t
Form DCM-MP-2
EXCAVA'�I®l�T - 1D % ' � �W
I!,,, JUL � o 20oo D
AND FILL
DivISION OF
(Except bridges and culverts) C0ASIAL1AANr G--=MENT
Attach thi, form to .ioint Appl•,ra •,oa for CAMA
Major Permit, Form DCM-MP-L Be sure to 1. EXCAVATION
complete all other sections of the Joint Application a. Amount of material to be excavated from below
that relate to this proposed project. MHR' or N WL in cubic vards — 2900 vd''
Describe below the purpose of proposed excavation
or fill activities. All values to be given in feet. b. Type of material to be excavated Organic
Average Final
Existing Project muck within tidal marsh, sands of submersed
Length Width Depth Depth bottom.
Access ranges will
channel from slope c. Does the area to be excavated include coastal
(MLW)or 345' 90' +10' from wetlands (marsh), submerged aquatic vegetation
(L'WL) to 6'to-8' (SAVs) or other wetlands? X Yes _No
MLW MLW Marina entrance channel cut through coastal
marsh fringe(-3600 ft2 of marsh).
N/A Note: excavation of 100f1' of depressional, non-
Canal coastal wetland within Phase II is being requested
under a NW 18 permit. This was included in the
NW 18 submitted for Phase I, since i!'s purpose is
to ;•reo!e drainage ea! q r : ,vithtn P' I.
.: 3Gnt i 4:iU` 31117
Basin. i�,sj' 41.`t'1
Highground excavation in cubic yards
V' f 200.000 vd'' for marina basin & surrounding area
_ Y
(P,yy,'`{� Boat — 15' _+l p' —6'50' MLW MLW
t,l Ramp 2. DISPOSAL OF EXCAVATED
1�' :� .` '..,. Lt4rv�Ffsa�'I -.4nxra..'^"�"ri } I�tl.!�'� {r �..t '1}'.s • . - -
T ?r ,
6V.y Gr; : G a. Location of disposal area `1ff site disposal
0 ,,/� area located on HWY 130. Brunswick County.
l/'r N/A ` ,1 a (See enclosed man)
�n� QQ Rock
�'IVUU�a
Breakwater b. Dimensions of disposal area minitnum 2 acres
Other N/A
(Excluding c. Do you claim title to disposal area?
shoreline y P
Yes X No
Revised 03/95

Form DCM-MP-2 i. Source of fill material N/A
If no, attach a letter granting permission from
the owner. (See attached letter). w." 4. OTHER FILL ACTIVITIES
d. Will a disposal area be available for future (Excluding Shoreline Stabilization)
maintenance? X Yes _No a. Will fill material be brought to site?
If yes, where? same as above X Yes No
If yes,
e. Does the disposal area include any coastal (1) Amount of material to be placed in the
wetlands (marsh), SAVs or other wetlands? water_ None_
X " 'i N' 4pproved wetland
delineation exists and spoil will be contained to (2) Dimensions of fill area N/A
upland areas through proper sedimentation and (3) purpose of fill N/A
erosion controls measures.
b. Will fill material be placed in coastal wetlands
f. Does the disposal include any area in the water? (marsh), SAVs or other wetlands?
_ Yes X No X Yes b No (404 wetland, adjacent to
coastal marsh, but outside AEC)
3. SHORELINE STABILIZATION If yes,
(1) Dimensions of fill area 1.800 ftZ and
(along marina basin and entrance 6. 000 ft'
channel) (2) Purpose of fill_ Road construction (one
a. Type of shoreline stabilization crossing in Phase Il and one in Phase 1 that was not
X Bulkhead Riprap permitted under the N W 14.)
b. Length 450' x 300' basin. 365' channel
5. GENERAL
c. Average distance waterward of MHW or NWL
30' _ a. How will excavated or fill material be kept on
tt :d.evcsion c rolhcv .at2 , �yar d
:. iVl _.�;'..i.. ufaialn.: Waw: t.130i rv(tIW Or front '(he bdeip dnC utS�IlI:'lD 3'C3 Ni,l Ge
NWL immediately loaded and transported to the disposal
35' area. All material excavated above MH W will be
dry. through pumping as the water table is
encountered. The entrance channel cut at the
e. Shoreline erosion during preceding 12 months A.T',y'N will not be made until ttie basi has !—.n
"� • a: Y - L.vv J' _-. p'1. Tq�a '1 - drL
f Ty.,, at oulkhc:ad or riprap material excavation below MHW and sediment will be de-
concrete watered on the barge De-watered material will
then be transported to the disposal area
g. Amaurit of fill in cubic yards to be placed Silt fencinia will be used as a temporary
below water'wel N/A erosion control measure on all graded areas and
B seeding will provide permanent erosion control
(I) ulkhp_. measures. Conditions of an approved
(2) Bulkhead backfill Sedimentation and Erosion Control Plan will be
It. Type of fill material N/A followed for all work within Phase Il
py1 � I t /b hh4�4 pe of construction equipment will be
1 l l
Revised 03/95 ^'
I t JUL 2 0 2000 I J
11VI IS)lo(\,I p�

used(for example, dragline, backhoe, or hvdraulic
dredge)?
Hvdraulic dredge, dozer, dumptrucks, pile
driver
c. Will wetlands be crossed in transporting
equipment to project site? _Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Appli nt or roj t Name
SignatureaG C
Date
T)l
DIVISIQN G=
COASTAL MANAG-M=NT
Revised 03/95

12 July 2000
Ms. Janet Russell
NC Division of Coastal Management
127 North Cardinal Drive
Wilmington,NC 28405-3845
3a� .. /{: uidi.
Y3TIL YTC�eLt,e' SFi l:)c.o1 Arect fir tiC ,V. Al5 � vy .. ,.
Hwy 130,Bnmswick County
Dear Ms. Russell:
Coastal Communities Inc.,has my permission to place all spoil material resulting from excavation
of the proposed Seascape Community marina on the above stated property. Land Management
Group Inc., is providing a survey of this property,on which the dredge spoil area is indicated.
This area will also be available for spoil resulting from maintenance dredging.
Sincerely,
Mtuk Saunde
`J 111 i /
owner (� 1
-1,01 JUL
'DIVISION OF
COASTAL MANAGEMENT

Form DCM-MP-3
UPLAND �I JUL 2 0 2000
DEVELOPMENT � DIVISION OF
COASTAL MANAGEMENT
(Construction and/or land disturbing activities)
Attach this form to,Join.., .Al?n'r7iiaE for CAM A pavement, builfngs, rooftops, or to be used for
Major Permit, For DCM-MP-1. Be sure to vehicular driveways or arking.
complete all other sections of the Joint Application Approximatelv 4,750 ft proposed for bathhouses
that relate to this proposed project. and parking associated with marina. This
represents less than I % of area within the total
a. Type and number of buildings, facilities, units AEC.
or structures proposed community clubhouse
(near interior lots 299- 301). Two adiacent h. Projects that require a CAMA Major
bathhouses and clubhouse at ramp/marina access . Development Permit may also require a
area. Stormwater Certification. Has a site development
plan been submitted to the Division of
b. Number of lots or parcels 193 single family Environmental Management for review?
lots within Phase I1. Yes _No Approved, in part
A Low Density Stormwater Permit exists for Phase
c. Density (give the number of residential units I and portions of Phase II. The entire marina area
and the units per acre) was included in this permit. The permit will be
1.2 lots/acre modified to include the remainder of Phase 11
before work begins in those areas.
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. i. Describe proposed method of sewage disposal.
+/-30 acres(existing spoil area will be graded. Future homes will utilize individual. on-site
roads, and.Cillb. .L'SC arut scR �TCt_..S.S Oi:Smtllaf offs±le S;.l!�'.L•'.. Ef1':'_^.:: ..._
> rt,.n the ba5 .iinu�e.clubhouse-am!
e. If the proposed project will disturb more than out systems will be pumped to a waste treatment
one acre of land, the Division of Land Resources system and drainage field located near the marina
must receive an erosion and sedimentation control (system currently being designed).
plan at least 30 days before land disturbing activity
begins. If applicable, has a sedimentation and i. Have the facilities ;scribed in Item 1. above
t;o51 Melt ulnraf ., u .ul...3 -
. . r .lV
:f Yes, date su bmittrl' "" _ _
to be submitted by Cage Fe r engineering k. Describe location and type of proposed
discharged to waters of the state (for example,
f. List the materials (such as gnarl, paver stone, surface runoff, sanitary wastewater,
asphalt, or concrete)to be used for paved surface, industrial/commercial effluent, "wash down' and
Asphalt, concrete_-_- residential discharges).
Minimal surface runoff
g. Give the percentage of the tract within 75 feet
of MHW or NWL,or within 575 feet in the case of 1. Describe proposed drinking water supply source
an Outstanding Resource Water, to be covered by (e.g. well, community, public system, etc.)
impervious and/or built-upon surfaces, such as Brunswick County water system
Revised 03/95

+DAM Dc A- MP-3
i
if yes, how many acres? N/A
I n. If the project is an oceanfront development,
when was the lot(s) platted and recorded? N/A
SeaSc- ;d l a>z1<udkl °� `4�t�ru . , /"la r . ^�� qse 11
ApppGc/aut or rojNa e � /
`signature l/ o
ate
I
� 11"CIIENT
JUL 2 0 2000 J
DIVISION OF
COAST ALiVANAGEMEENT
I
I
Revised 03/95

Form DCM-M -4 P D �.' l� rL�D
STRUCTURES JUL 2 0 2000
DIVISION Or—
(Construction within Public Trust Areas) COASTAL MANAGEMENT
Attach this form to Joint Application for CAMA Major (2) Average distance from MHW, NWL or
Permit, Form DCM-MP-1. Be sure to complete all other wetlands
sections of the Joint Application which relate to this (3) Maximum distance beyond MHW, NWL,
proposed project. or wetlands
a. Dock(s) and/or Pier(s) e. Mooring buoys N/A
(1)_Commercial_X Community_Private (1.)_Commercial_Community_Private
(2)Number 6 floating docks (w/3 main dock spines. (2)Number
temp side-to dock. dock by ramp and dock perpen to (3) Description of buoy
middle spine) (Color, inscription, size, anchor, etc.)
(3) Length 315', 312', 276'. 74'. 30', 90'
(4) Width 8'. 10'. 8'. 8'. 10'. 8' (4) Width of water body
(5)Finger Piers_X_ Yes_No (5) Distance buoy(s)to be placed beyond
(i) Number_36 shoreline
(ii) Length_28' to 50'
(iii) Width 4.5' f. Mooring structure (boatlift, mooring pilings,
(6) Platform(s) _Yes X No etc.)
(i) Number ;(l)_Commercial_X_Community_Private
(ii)Length (2)Number 130 mooring pilings (at slips)
(iii) Width (3) Length
(7)Number of slips proposed 72 slips with 74' of (4) Width 6"-1'
I Tirc.i';7Y.sid .to.dc^4u*9
i'Toxiifury 0 struc�,=e to adjacent np?CS^D g, niP.ei ^'I:Iii i:; tYe Cell ii0/1_)
property lines 1240' to E. 210' to west (Scoia
outparcel)
(9) Width of water body 400'
(10) Water depth at waterward end of pier at
,. _ . ''. ___.;..P'.. �F i':.- ry C•.'.t:_ ie:w''' ;7_x �. r lii�i:... ^./M '
b. f1ciathouse(including covered lids) N/A ✓Yti�tv`(( q r✓
/ LL
(1;.,., Commercial Private Applicant or Project Nam
(2, '.ength
(3) Width
v e
Signature ,�,, ,
c. Groin(e.g. wood, sheetpile, etc.) N/A !(1)Number
(2) Length(s) Date
d. Breakwater(e.g. wood, sheetpile, etc.) N/A
(1) Length
Revised 03/95

1
Form DCM-MP-6 D
MARINA JUL 2 0 2000
DEVELOPMENT COASTAL MAN DIVISION MAN OF
AGtMtN T
(Required for the mooring of more than 10 vessels)
Aiiach this form to Joint Application for LAMA g. Typical boat length 30,
Major Permit, Form DCM-MP-1. Be sure to
complete all other sections of the Joint Application h. Maximum boat length 50,
that relate to this proposed project.
i. Are any floating structures planned? NO
1. MARINA CHARACTERISTICS If so, describe N/A
a. Check below the type of marina proposed.
_Commerical —Public X Residential
2. MARINA OPERATIONS
b. Will the marina be open to the general public?
Yes X No a. Check each of the following sanitary facilities
that will be included in the proposed project.
c. If there is residential development associated Office toilets
with the marina, how many units or lots are X Toilets for patrons
planned and how many are currently,developed?_ Number 2
193 lots planned within Phase'II. none Location _Bathhouse in marina/ramp access
developed area
2 Showers
1 _ Boat holding tank pumpoat
d. fit. Y'... - '.t.. 4... i�)'x I).� �.. . .Y .
�. .1,'� ... y»BFI� �t,..n. n� -t:,alTunit CP. ICc>`. .... .
a r;1:d. y~ system — - ---
_Full service, including travel lift and/or
rail b. Describe treatment type and disposal location
Dockage, fuel, and marine supplies for all sanitary wastewater. Will be pumped to a
X Dockage("wet slips") only State approved wastewater treatment and drainag.
..,_. NUmbt'r lIf sl 77 !7, Gii♦e
t .ram tit 1(,. - _ rtl^fiT4 -A iY i.JC:. lw it, .1
-, o-.0er Of b.,at�
_Boat ramp(s) r,. Describe the disposal of solid waste; fish offal
_Other(describe) aad trash disposal.
e. Check below the proposed type of siting. - Contract haul-off service
X Land cut and access channel ;ew will overboard discharge of sewage from
Open water with dredging boat: be controlled?
_ Open water, no dredging required Closed head policv
_ Other (describe)
e. Give the location and number of"No Sewage
f. Describe the 'typical boats to be served (for Discharge" signs proposed. 2, one at end of
example, open runabout, charter boats, sail boats, middle dock spine and one near ramp
mixed types). Recreational pleasure craft
Revised 03/95

Form DCM-M -6 p. Is the marina proposed within an area open to
shellfish harvesting? Yes X No
f. Describe the special design, if.applicable..for .,
' Give the location and number of "Pum out
i containing industrial type pollutants,such as paint, q• "Pump
out
waste and petroleum products. Available" signs proposed. 2, one at end of
j No marina service or fuelin¢will be offered. middle dock spine and one nears ramp
g. Where will residue from vessel maintenance be fiY v11 i V&A
disposed of?
N/A Apslicant Project Name__.--.------ rr
h. Give the number of channel markers and "No Signature
Wake" signs proposed. None
i. Give the location of fuel-handling facilities, and Date /q/C
describe the safety measures planned to protect ;
area water quality. N/A ' E_
j. Describe design measures that promote boat
basin flushing or circulation and that reduce water
quality impacts. Entrance channel will slope
towards the AIWW so that the basin is shallower
than the adioinine AIWW. Placement near
Lockwood Follv Inlet provides adequate tidal
flushme
T �
nu„c,y :Tbjr
live-board dockagel JUL Z 0 2000
No overnieht or live-board dockage allowed.
DIVISION Or
COASTAL MANAGEMENT
M. If this projeci is an expansion of an existing
marina, what types of services are currently
provided? -
N/A
n. How many slips are now available? 'N/A
o. Is the marina proposed within a primary or
secondary nursery area? Yes X No
Revised 03/95

t,
Form DCM-MP-I
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
1. APPLICANT Varnumtown area
c. Street address or secondary road number.
Stone Chimney Road (SR 1 119 )
a. Landowner: Coastal Communities. Inc.
Name c/o Sean Scanlon d. Is proposed work within city limits or planning
jurisdiction? Yes X No
Address 131 Ocean Boulevard West
e. Name of body of water nearest project (e.g.
City Holden Beach State NC river, creek, sound, bay)
Zip 28462 Day Phone [phone] A1WW (Lockwood Folly area)
Fax [phone] 3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent: Laura Stasavich a. List all development activities you propose
Name Land Management Group. Inc (e.g. building a home, motel, marina, bulkhead,
pier, And excavation and/or filling activities.
Address P. O. Box 2522 Residential subdivision with upland basin
City Wilmineton State NC marina
Zip 28402 Day Phone [phone] b. Is the proposed activity maintenance of an
existing project, new work, or both .
Fax [phone] New work
c. Will the project be for public, private or
c. Project name (if any) Seascape. Phase II commercial use? Private
Residential Subdivision and Community
d. Give a brief description of purpose, use.
Marina methods of construction and daily operations of
NOT[ Permit ill be issued in name of
proposed project. if more space is needed, please
: w
landmvoer(s).and/or project name. attach additional pages. See Environmental
Assessment (EA)
2. LOCATION OF PROPOSED
PROJECT 7-
a. County Brunswick 6����rpQJ �� l
Revised 03/95 � �1- MAR � Q 200� ILL
I
J ...
Li

i 1
m. Describe existing wastewater treatment
4. LAND AND WATER facilities.
CHARACTERISTICS None existing.
a. Size of entire tract 157 acres in Phase 11. n. Describe location and type of discharges to
(total Seascape tract is 502 acres) waters of the state. (For example, surface runoff,
b. Size of individual lot(s) X= 17, 000 ft' Sanitary wastewater, industrial/commercial
effluent, "wash down"and residential discharges.)
c. Approximate elevation of tract above MHW
or NWL '12 to'26' MSL OR 410, to'24' MLW Minimal surface runoff
d. Soil type(s)and texture(s) of tract Wando o. Describe existing drinking water supply source.
fine sand on uplands, wet Leon sand in Brunswick County water system.
freshwater wetlands. Cartert sands in marsh.
C. Vegetation on tract S. allerniRora and J. 5. ADDITIONAL INFORMATION
roemerianus in marsh. .0uercus spp. and Pinus
taeda dominant on uplands (also see EA).
In addition to the completed application form, the
f. Man-made features now on tract Dirt following items must be submitted:
road. extensive spoil pile along AI W W (see EA).
* A copy of the deed(with state application only)
g. What is the CAMA Land Use Plan land or other instrument under which the applicant
classification of the Site?(Comuh the locallanduseplan) claims title to the affected properties. If the
X Conservation (w/i X Transitional applicant is not claiming to be the owner of said
Developed wetlands) _Community property, then forward a copy of the deed or other
Rural Other instrument under which the owner claims title,
(Area of Town and Village clusters) plus written permission from the owner to carry
out the project.
h. How is the tract zoned by local government?- * An accurate, dated work plat (including plan
R-7500, with County approved PUD plan view and cross-sectional drawings)drawn to scale
in black ink on an 8 '/z"by I I" white paper. (Refer
I. Is the proposed project consistent with the to Coastal Resources Commission Rule 7.1.0203
applicable zoning? X Yes No for a detailed description.)
(Attach zoning compliance certificate,japplicable)
Please note that original drawings are preferred
j. Has a professional archaeological assessment and only high quality copies will be accepted.
been done for the tract?_X_Yes _No Blue-line prints or other larger plats are acceptable
Conducted by Atlantic Archaeological Research.. only if an adequate number of quality copies are
Management Summary provided in EA. provided by applicant. (Contact the U.S. Army
Corps of Engineers regarding that agency's use of
k. Is the project located in a National Registered larger drawings.) A site or location map is a part
Historic District or does it involve a National of plat requirements and it must be sufficiently
detailed to guide agency personnel unfamiliar with
Register listed or eligible property? the area to the site. Include highway or secondary
Yes X No road (SR)numbers, landmarks, and the like.
1. Are there wetlands on the site? X Yes_No
Coastal (marsh) X Other X
If yes, has a delineation been conducted X c Ian T�V}
Revised 03/95 J�I J� wrap 3 Q ZQ�� I
DIVISION O�
CO. STAL K4Al\1,A+G_M_tJT

- Y
Form DCM-MP-1 Carolina Environmental Policy Act.
*A Stormwater Certification,if one is necessary. 6. CERTIFICATION AND PERMISSION
A portion of Phase 11 has been permitted (see TO ENTER ON LAND
enclosed permit). This permit will be revised to
include the remainder of Phase 11. 1 understand that any permit issued in response to
* A list of the names and complete addresses of this application will allow only the development
the adjacent waterfront (riparian) landowners described in the application. The project will be
and,signed return receipts as proof that such subject to conditions and restrictions contained in
owners have received a copy of the application the permit.
and plats by certified mail. Such landowners
must be advised that they have 30 days in which to 1 certify that to the best of my knowledge, the
submit comments on the proposed project to the proposed activity complies with the State of North
Division of Coastal Management. Upon signing Carolina's approved Coastal Management Program
this form, the applicant further certifies that such notice has been provided. and will be conducted in a manner consistent with
such program.
Name See enclosed list_
Address I certify that 1 am authorized.to grant, and do in
Phone fact, grant permission to representatives of state
and federal review agencies to enter on the
Name aforementioned lands in connection with evaluating
Address information related to this permit application and
Phone follow-up monitoring of the project.
* A list of previous state or federal permits I further certify that the information provided in
issued for work on the project tract. Include permit this application is truthful to the best of my
numbers, permittee, and issuing dates. knowledge.
ACOE NW 4 14 (Action ID 200000281) and
NC DWO 401 Water Quality Cert., for road This is theL8 day of 1kru 49-Z6z'>c)
crossines in Phase 1. PrintName "Ur0- S�;CA
Sedimentation and Erosion Control Plan. Phase 1
and marina area of Phase II.,permit#S W 8 990913 Signature
Landowner or uthorired Agen
* A check for $250 made payable to the ��l I
Department of Environment, Health, and Natural Please indicate attachments pertaining to your
Resources (DEHNR) to cover the costs of proposed project. U
processing the application.
X DCMMP-2 Excavation and Fill Information
* A signed AEC hazard notice for projects in _X_ DCM MP-3 Upland Development
oceanfront and inlet areas. _X_ DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
* A statement of compliance with the N.C. _X_ DCM MP-6 Marina Development
Environmental Policy Act(N.C.G.S. 113A-1 to
10) If the project involves the expenditure of NOTE: Please sign and date each attachment in
public funds or use of public lands, attach a the space provided at the bottom of each
statement documenting compliance with the North form. _
Revised 03/95 11
it
ICI Ill%r MAk 3J
DIVISION, 0=

t
Form DCM-MP-1, supplement
Adjacent Riparian Landowners
(Seascape Phase I1, CAMA Major Application)
Adiacent Landowner to the West:
Tax Parcel ID # 2320001204
Kenneth and Amy Gray
982 Bevar Road SW
Supply, NC 28462
Adjacent Landowner to the East:
Mr. Cecil Holden
3869 Stone Chimney Road
Supply, NC 28462
Outparcels in center of Seascape tract. along AIWW
Tax Parcel ID # 2320001103
Mr. William Bradsher
6456 Ocean Highway West
Shallotte, NC 28469
Tax Parcel ID # 2320001104
Mr. Martin Gordon
825 Ne'zer Avenue, SW
Supply, NC 28462
Tax Parcel ID # 2320001104
Mr. James C. Holden, Jr.
1305 Currituck Drive
Raleigh, NC 27609-5540
Tax Parcel ID # 23300010
Mr. William George Scola
P. O. Box 14 US 17
Supply, NC 28462
MAR r G 2000

i
Form DCM-MP-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 1. EXCAVATION
complete all other sections of the Joint Application a. Amount of material to be excavated from below
that relate to this proposed project. MHW or NWL in cubic yards - 1600 vd'
Describe below the purpose of proposed excavation
or fill activities. All values to be given in feet. b. Type of material to be excavated Organic
Average Final
Existing Project muck within tidal marsh. sands of submerged
Length Width Depth Depth bottom.
Access ranges will
channel from slope c. Does the area to be excavated include coastal
(MLW) or 345' 90' +10' from wetlands (marsh), submerged aquatic vegetation
(NWL) to+r -6'to-8' (SAVs) or other wetlands? X Yes _No
MLW MLW Marina entrance channel cut through coastal
marsh fringe(-3600 ft' of marsh).
N/A
Canal d. Highground excavation in cubic yards
200.000 Y& for marina basin & surrounding area
MLW MLW 2. DISPOSAL OF EXCAVATED
Basin MLW
Boat 450' 300' MATERIAL
15' -+10' �' a. Location of disposal area Excavated material
Boat -50' MLW MLW will be used for road development and upland fill
Ramp throughout the Seascape development. Finer
11-1i
sediments will be used to create earthen berms and
p N/A
J✓ Rock Groin
other landscape features.
OYM b. Dimensions of disposal area Manv acres are
N/A . available within the overall Seascape tract.
Rock
Breakwater c. Do you claim title to disposal area?
.- �Other N/A X Yes _No
(Excluding granting
If no. attach a letter grantin permission from
shoreline the owner.
Revised 03/95
1! ; MAR 3 0 20d0 it
!'VlS!osd a;

.��.�,�,, n _
� ��
I( I MAR 3 0 2000 1U
FormDCM-MP-2 DIVISION OF
COAST.A! MAN4..G R FILL ACTIVITIES
d. Will a disposal area be available for future (Excluding Shoreline Stabilization)
maintenance? X Yes _No
If ves, where? If needed, use of a near-bv dredge a. Will fill material be brought to site?
sVoil island will be requested. X Yes No
If yes,
e. Does the disposal area include any coastal (1) Amount of material to be placed in the
wetlands (marsh), SAVs or other wetlands? water None
Yes X No
(2) Dimensions of fill area N/A
f. Does the disposal include any area in the water?
(3) Purpose of fill N/A
Yes X No
b. Will fill material be placed in coastal wetlands
3. SHORELINE STABILIZATION (marsh), SAVs or other wetlands?
(along marina basin and entrance X Yes _No(404 wetland, adjacent to
channel) coastal marsh, but outside AEC)
a. Type of shoreline stabilization If yes,
X Bulkhead Riprap (1) Dimensions of fill area I.800 ft2
(2) Purpose of fill Road construction (single
b. Length 450' x NO' basin. 345' channel road crossing in Phase 11).
c. Average distance waterward of MH W or N WL
100, S. GENERAL
d. Maximum distance waterward of MH W or a. How will excavated or fill material be kept on
N WL site and erosion controlled? Dredged material to be
100' pumped to spoil dike area with water control
structure (located in existing spoil area to east of
e. Shoreline erosion during preceding 12 months proposed marina). Silt fences will be installed
N/A along limits of grading and around dry excavated
material as a temporary control measure Seeding
will stabilize graded or filled areas as permanent
f. Type of bulkhead or riprap material erosion control Conditions of an approved
concrete Sedimentaion and Erosion Control Plan will be
followed for all work within Phase II.
g. . Amount of fill in cubic yards to be placed
below water level N/A b. What type of construction equipment will be
(1) Riprap used(for example, dragline, backhoe, or hydraulic
(2) Bulkhead backfill dredge)?
Hvdraulic dredge, dozer, dumptrucks pile
h. Type of fill material N/A driver
c. Will wetlands be crossed in transporting
i. Source of fill material N/A equipment to project site? _Yes X No
If ves, explain steps that will be taken to lessen
environmental impacts.
Revised 03195

' (—Gvrn DCM-1'v1P-2.
Sea Sc., �P�t 77a S/IM1t ryL!/h, l�rnNu�r� T�/ , S�a SR
Applicant or Project qame JJ
i' (Gy Q4Lrl of f/�R n a cl n el t
Sig
Date /� u
i
j i S !-11 IV I- ,I ,
MAR 3 Q 2000
D WIS!O` Or
Revised 03/95

• Form DCM-MP-3 i
UPLAND ICI 11� tr,�R 3 0 20�0 J
DIV!SIOP, Or
DEVELOPMENT COASTALKAIA-NAGDOENT
.(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA vehicular driveways or parking.
Major Permit, For DCM-MP-I. Be sure to None within AEC (total tract will be maintained
complete all other sections of the Joint Application at <25 % impervious cover).
that relate to this proposed project.
h. Projects that require a CAMA Major
a. Type and number of buildings, facilities, units Development Permit may also require a
or structures proposed Clubhouse(at "club site" Stormwater Certification. Has a site development
near lots 299- 301). Bathhouse and clubhouse at plan been submitted to the Division of
ramp/marina access area. Environmental Management for review?
Yes _No Approved, in part
b. Number of lots or parcels 193 single family A_Low Density Stormwater Permit exists for Phase
lots within Phase 11. I and portions of Phase 11. The entire marina area
lots 202-213 (both within Phase 11) were included
c. Density (give the number of residential units in this permit. The permit will be modified to
and the units per acre) include the remainder of Phase 11 before work
— 1.2 lots/acre begins.
d. Size of area to be graded, filled or disturbed i. Describe proposed method of sewage disposal.
including roads, ditches, etc. Future homes will utilize individual. on-site
+/-30 acres(existing spoil area willbe graded, septic systems or similar off-site systems Effluent
roads. and clubhouse area) from the bathhouse, clubhouse, and marina pump-
out systems will be pumped to a waste treatment
e. If the proposed project will disturb more than system and drainage field located near the marina
one acre of land, the Division of Land Resources (system currently being designed).
must receive an erosion and sedimentation control
plan at least 30 days before land disturbing activity j. Have the facilities described in Item 1. above
begins. If applicable, has a sedimentation and received state or local approval?
erosion control plan been submitted to the Division No - systems currently being planned
of Land Resources?_Yes X No
If yes, date submitted k. Describe location and type of proposed
to be submitted by Cape Fear Engineering discharged to waters of the state (for example,
surface runoff, sanitary wastewater,
f. List the materials (such as marl, paver stone, industrial/commercial effluent, "wash down' and
asphalt, or concrete)to be used for paved surface. residential discharges).
Asphalt, concrete Minimal surface runoff
g. Give the percentage of the tract within 75 feet I. Describe proposed drinking water supply source
ofMHW orNWL,or within 575 feet in the case of (e.g. well, community, public system, etc.)
an Outstanding Resource Water, to be covered by Brunswick County water system
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for m. Will water be impounded?—Yes_X No
Revised 03/95

rM c)A-
If yes. how many acres? N/A
n. If the project is an oceanfront development,
when was the lot(s)platted and recorded?
N/A �/-
Se4-Sca
Applicant or roj t a e J
Signature
Date
I ni 7 �Mi1 F�
II.
1 `i II
MAR v 0 2000 L �
✓6�o�lJl�i`.I r
Revised 03/95

Form DCM-MP-4
STRUCTU ES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major (2) Average distance from MH W, NWL or
Permit, Form DCM-MP-I. Be sure to complete all other wetlands
sections of the Joint Application which relate to this (3) Maximum distance beyond MHW, NWL,
proposed project. or wetlands
a. Dock(s) and/or Pier(s) e. Mooring buoys N/A
(1)_Commercial_X Community_Private (1)_Commercial_Community_ Private
(2)Number 6 floating docks (w/3 main dock spines. (2)Number
temp side-to dock, dock by ramp, and dock perpen to (3) Description of buoy
middle spine) (Color, inscription, size, anchor, etc.)
(3) Length 315', 312', 276' 74'. 30% 90'
(4) Width 8'. 10'. 8'. 8'. 10'. 8' (4) Width of water body
(5) Finger Piers_X_Yes_No (5) Distance buoy(s) to be placed beyond
(i) Number 36 shoreline
(ii) Length_28' to 50'
(iii) Width 4.5' f. Mooring structure (boatlift, mooring pilings,
(6) Platform(s) _Yes X No etc.)
(i) Number (1)_Commercial_X_Community_Private
(ii) Length (2)Number 130 mooring Pilings�(at slips)
(iii) Width (3) Length
(7)Number of slips proposed 72 slips with 74' of (4) Width 6"-]'
temporary side-to dockage
(8) Proximity of structure to adjacent riparian g. Other(Give complete description)
property lines 1240' to E. 210' to west (Scola
outparcel)
(9) Width of water body 400'
(10) Water depth at water-ward end of pier at
MLW or NWL N/A Se4S� /��=Sic�a fla lGltuni M
b. Boathouse(including covered lifts) N/A � -0111nuK/�tj i�a+ J�
(1) Commercial Private Applicant or Project Nam
(2)Length
(3) Width
v Signature
c. Groin (e.g. wood, sheetpile, etc.) N/A
(1)Number —
(2) Length(s) Date
d. Breakwater(e.g. wood, sheetpile, etc.) N/A
(1) Length 1 ti
Revised 03/95 'I
L !fir NAP, 3 0 2600 �

Form DCM-MP-6
MARINA
DEVELOPMENT
(Required for the mooring of more than 10 vessels)
Attach this form to Joint Application for CAMA g. Typical boat length 30'
Major Permit, Form DCM-MP-I. Be sure to
complete all other sections of the Joint Application h. Maximum boat length 50,
that relate to this proposed project.
i. Are any floating structures planned? NO
1. MARINA CHARACTERISTICS If so, describe N/A
a. Check below the type of marina proposed.
_Commerical —Public X Residential
b. Will the marina be open to the general public? 2. MARINA OPERATIONS
Yes X No a. Check each of the following sanitary facilities
that will be included in the proposed project.
c. If there is residential development associated Office toilets
with the marina, how many units or lots are X Toilets for patrons
planned and how many are currently developed?_ Number 2
193 lots planned within Phase 11. none Location 1 Bathhouse in marina/ramp access
developed
area
2 Showers
1 Boat holding tank pumpout
d. Check at] of the types of services to be Type and location Portable unit on dock
provided. system
_Full service, including travel lift and/or
rail b. Describe treatment type and disposal location
Dockage, fuel, and marine supplies for all sanitary wastewater. Will be pumped to a
X Dockage("wet slips") only State approved wastewater treatment and drainaee
Number of slips 72 w/74'side-to dockaee field system. near the marina. (Specific location
Dry storage and design currently bein, planned).
Number of boats
Boat ramp(s) c. Describe the disposal of solid waste, fish offal
_Other(describe) and trash disposal.
e. Check below the proposed type of siting. Contract haul-off service
X Land cut and access channel d. How will overboard discharge of sewage from
Open water with dredging boats be controlled?
_ Open water, no dredging required Closed head policv
Other(describe)
e. Give the location and number of"No Sewage
f. Describe the typical boats to be served (for Discharge" signs proposed. 2. one at end of
example, open runabout, charter boats, sail boats, middle dock spine and one near ramp
mixed types). Recreational pleasure craft
771 �i`:
Revised 03/95 ( �;' �•` J J �% tl
LLI MAR j 0 2Gel111 I

Form DCM-MP-6 p. Is the marina proposed within an area open to
shellfish harvesting? Yes X No
f. Describe the special design, if applicable, for
containing industrial type pollutants,such as paint, q. Give the location and number of "Pumpout
sandblasting waste and petroleum products. Available" signs proposed. 2. one at end of
No marina service or fueling will be offered. middle dock spine and one near ramp
g. Where will residue from vessel maintenance be 4iY�{ Y 1 ��� VdA �
disposed of?
N/A A licant Project Name
14,J
h. Give the number of channel markers and "No C/ Signature Wake" signs proposed. None
i. Give the location of fuel-handling facilities, and Date
describe the safety measures planned to protect
area water quality. N/A
j. Describe design measures that promote boat
basin flushing or circulation and that reduce water
quality impacts._ Entrance channel will slope
towards the AIW W so that the basin is shallower
than the adioining AIWW. Placement near
Lockwood Folly Inlet provides adequate tidal
flushins.
k. What will be the marina policy on overnight and
live-board dockage?
No overnight or live-board dockage allowed.
1. Is the proposed marina located near any shellfish
leases? Yes X No
m. If this project is an expansion of an existing
marina, what types of services are currently
provided?
N/A
Jiln. How many slips are now available? N/A WAR 3 0 2G00
o. Is the marina proposed within a primary or JIVfS1r I
secondary nursery area? Yes X No ,^ c y �`
Revised 03/95

MAR. 6.2000 S 19RM NCLENR WIRO No.1 66 P.3 -
State Stormwater Management Systems
Penn it No SW8 990913
odifica 'on
I
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONIyfENT AND NATURAL RESOURCES
DIVISION OF WATER QI]ALIZTy
TODw C , -T 7r
STATE STO l�l �� 1
WATER MANAGEMENT P RMI � LL
I
MAR 3 0 2000 �
LOW DENSITY DEVELOPMENT
D►VISION OIP
COASTAL MANAGEMENT
In accordance with the provisions of Article 21 of Chapter 143,General Statutes ofNorth Carolina as
Other a pplicable Laws, Rules and Regulations
amended,and
PERMISSION IS HEREBY GRANTED TO
Coastal Communities, Inc.
SeaScape at Holden Plantation
Brunswick County
FOR THE
construction,operation and maintenance ofa 25%low density subdivision with a curb outlet
with the provisions of t P NCAC 2H .1000 (hereafter referred to as the "szormwarer rules"
stoanwater management plans and ecifi system in compliance
approved b3 the Division of Water Quality
cam' and Other anPPordng data as attached and on file) and the with and
PP Quality and considered a part of this permit for SeaScape at Holden Plantation.
The Permit shall be effective from the date of issuance until rescinded and shall be subject to the following conditions and limitations:
g specific
I. DESIGN STANDARDS
1• The project is permitted for 2g0 lots, each limited to a maximum of 6,000 square feet of built-upon area, as
defined by the stormwater rules, and as indicated in the approved plans. CAMA re
built-uocn area for those lots within the AEC.
gulations may reduce the
2. The overall tract built-upon area percentage for the project must,be maintained at 25%,Per the requirements
of Section .I 005 of the stormwater rules. -
'' Approved picas and sp Permit ecifications forprojects cover
enforceable pare of theed by this permit are incorporated by reference and are
4. This project proposes a curb outlet system.Each deli
must be slope no steeper
maintained at o minimum of 100' long with S ued curb outlet Swale shown on the approved plan
Per than 5/o, carry the flow from a 10 year storm m a non-erosive side sr flatter, have a longitudinal
dense vegetated cover. mam"r, and maintain a I
i
i
i
z i

MAP. 8.2088 5:1ePw riCDENR WIPG C }�,,V � 'jti�' �
J 777
\I [e$tormlvaterM2navemea[S st
`'[ MAR 3 0 2000 1,
1.1 LtNo.S�wg gg`� odi canon
5. No piping shall be allowed except: Di\/{SiG;
a COASTAL NSh. _L,� jvT
under driveways to provide access to lots. �
That minimum amount necessary to direct runoff beneath an impervious surface such as a road or
�
b• That minimum amount of perforated piping necessary to convey nlnoffaRer treatment as shown on
the approved plans.
C. That muumum amount needed associated with the outlet struc
purpose of flood control as shown on the approved plans. tures of the wetland ponds for the
6• Runoff conveyances other than the et system swales, such as perimeter ditches,must be vegetated
with side slopes no steeper than 3:1 (Fi:curb outlet V).
�• SC>�DULE OF COMPLLANCE
1• Curb outlet swales and other vegetated conveyances shall be constructed in their entirety, g
Operational for their intended use prior to the construction of any built-upon surface
>va ecl,and be
z• During construction, will
b shall re ke t to a ,per the approved plans
vegetated conveyances will be repaired immediately.y m� �d �Y eroded areas of the swales or other
3• The water m shall at all times provide the operation and m
stormwater management systems at optimum efficiency to is ludeance necessary to operate the p��d
a. Inspections
b. Sediment removal.
C.
Mowing, a�d revegetating of the side slopes.
d• Immediate:repair of eroded areas,
e• Maintenance of side slopes in accordance with approved plans and specifications.
f CIeaaing and repair of catch basin grates, flumes,Piping, and the flow spreader mechanism..Pern
4• The-uoon re is responsible for verifying that the proposed built-upon area does not exceed the allowable
built-upon area Once the lot transfer is complete,the built-upon area may not be revised without approval
from the Division of Water Quality, and responsibility for meeting the built-upon area limit is transferred
to the individual property owner.
5• Deed restrictions are incorporated into this permit by reference and must be recorded with the Office of the
Register o{Deeds prior to the sale of any lot Recorded deed restricti the
following statements related to stormwater management: ons must include, at a minimutrl
a. "The allowable built-upon area per lot is 6,000 square feet. This allotted amount includes any built
upon area constructed within the lot property boundaries, and that portion of the right-of-way
to,between the front lot line and the edge of the pavement. Built upon area includes, but is not limited
Op structures,a�g,or thews gravel,brick stone,slate,and coquina,but does not include raised, .
Open wood der ter surface of ,�
swimming pools.
b• "The covenants pertaining to stormwater regulations may not be changed or deleted without
concurrence of the Division of Water Quality,
c F'Mng in,Piping or altering any 3:1 vegetated conveyances (ditches, swales,etc.) associated with
d'
the development except for average driveway crossings, is prohibited by any persons."
Lots within CAMA's Area of Environmental Concern
reduced due to LAMA jurisdiction within the AFC.,, may have the permitted built-upon area
3

Vicinity Map
GAME LAND- I /
i
1 / 7
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SITE a
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s
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SCALE 1" - 2 MILES
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Land Management Group, Inc. CAMA Major Application Vicinity Map
Environmental Consultants Seascape, Phase II
s P.O. Box 2522
Wilmington, NC 28402
910-452-0001 Date: 3/2000

R 2000 USGS Topographic Map
n! i c j^t.!
COST' ' lviA;" I-Mi.
J.
Stanbu G. I
iT M
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4
Varna t
H
Phase 11 roughly includes
central 113 of tract and all of waterfront
15
0
As
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Lock L
7
ljoiden
-F!7;
Beach
Note: There are 4 small outparcels 0 1000 2000 4000
located in the center of the tract's SCALE 1" = 2000'
waterfront, along the AlWW(not shown)
Land Management Group, Inc. CAMA Major Application USGS Topographic Map
Environmental consultants Seascape, Phase 11 Holden Beach and
P.O. Box 2522 Lockwoods Folly Quads.
Wilmington, NC 28402
910-452-0001 Date: 3/2000

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