SW8980508_Historical File_19990222

iSta{e of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
Mr. Ed Burnett, Member/Manager
South Harbour Village Associates, LLC
1301 Heron Run Drive
Wilmington, NC 28403
Dear Mr. Burnett:
7•0
�f
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 22, 1999
Subject: Permit No. SW8 980508
South Harbour Village & Marina
High Density Subdivision Stormwater Project
Brunswick County
The Wilmington Regional Office received the Stormwater Management Permit Application for South Harbour Village &
Marina on June 12, 1998, with final information on February 19, 1999. Staff review of the plans and specifications has,
determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 21j.1000.
We are forwarding Permit No. SW8 980508, dated February 22, 1999, for the construction of the project, South Harbour
Village & Marina.
This permit shall be effective from the date of issuance until February 22, 2009, and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements in this permit.
Failure to establish an adequate system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any 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 forn 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 27611-7447. 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 Linda Lewis, or me at (910)
395-3900.
Sincerely,
A� C-,tiL-
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:IWQSISTORMWATIPERMIT\980508.FEB
cc: Tim LaBounty, P.E.
Delaney Aycock, Brunswick County inspections
Jerry Parker, DCM
John Parker, DCM-Raleigh
Linda Lewis
Wilmington Regional Office
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State Stormwater Management Systems
Permit No. SW8 980508
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other
applicable Laws, Rules, -and Regulations .
PERMISSION IS HEREBY GRANTED TO
South Harbour Village Associates, LLC
South Harbour Village & Marina
Brunswick County
FOR THE
construction, operation and maintenance of an infiltration basin in compliance with the provisions of 15A NCAC 2H .1000
(hereafter referred to as the "stormwater rules') 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.
This permit shall be effective from the date of issuance until February 22, 2009 and shall be subject to the following specified
conditions and limitations:
I. DESIGN STANDARDS
This pen -nit is effective only with respect to the nature and volume of stormwater described in the application and
other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page 3 of this
permit, the Project Data Sheet. The project is permitted for 11 single familty lots, each allowed 4,748 square feet of
built -upon area; and 3 commercial buildings, each allowed 4,000 square feet.
Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the
permit.
2

State Stormwater Management Systems
'
Permit No. SW8 980508
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name:
South Harbour Village & Marina
Permit Number:
980508
Location:
Brunswick County
Applicant:
Mr. Ed Burnett, Member/Manager
Mailing Address:
South Harbour Village Associates, LLC
1301 Heron Run Drive
Wilmington, NC 28403
Application Date:
June 12, 1998
Water Body Receiving Stormwater Runoff:
ICWW
Classification of Water Body:
"SA"
•Y
ti
Basin Depth, feet:
3.25
Bottom Elevation, FMSL:
5.5
Total Impervious Surfaces, ft2:
248,586
11 lots at 4,748 ft2 each:
52,228
Roads/Parking, ft2
161,738
Sidewalks, ft2
13,460
Commercial Buildings„ ft2:
12,000
Chapel, Office, Restaurant, Dockhouse, ft2:
9,160
Contingincy, ft2:
1,927
Offsite Area entering Pond, ft2:
None, per Engineer
Required Storage Volume, ft3:
29,773
Provided Storage Volume, ft3:
29,895
Temporary Storage Elevation, FMSL:
8.75
Type of Soil:
Sand
Seasonal High Water Table Elevation, FMSL:
3.5
Expected Infiltration Rate:
18 inches per hour
Expected Drawdown Time:
4.2 hours
3

State Stormwater Management Systems
Permit No. SW8 980508
II. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such as swales) shown on the
approved plans as part of the stormwater management system without submitting a revision to the permit and
receiving approval from the Division.
2. The permittee 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.
The following items will require a modification to the permit:
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 of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
In addition, the Director may determine that other revisions to the project should require a modification to the permit.`
4. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the pen -nit. 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.
5. The stormwater management system shall be constructed in it's entirety, vegetated and operational for its intended
use prior to the construction of any built -upon surface except roads.
During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
7. The pennittee grants permission to DENR Staff to enter the property for the purposes of inspecting the project for
compliance with the conditions of this permit.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of this
perinitted facility, a certification must be received from an appropriate designer for the system installed certifying
that the pennitted facility has been installed in accordance with this permit, the approved plans and specifications,
and other supporting documentation. Any deviations from the approved plans and specifications must be noted on
the Certification.
9. Decorative spray fountains will not be allowed in the pond.
10, If the stormwater system was used as an Erosion Control device, it must be restored to design condition prior to
operation as a stormwater treatment device, and prior to occupancy of the facility.
4

State Stormwater Management Systems
Permit No. SW8 980508
H . The permittee shall at all times provide the operation and maintenance necessary to assure the permitted stormwater
system functions at optimum efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal..
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
12. Records of maintenance activities must be kept and made available upon request to authorized personnel of DWQ.
The records will indicate the date, activity, name of person performing the work and what actions were taken.
13. Prior to the sale of any lot, deed restrictions must be recorded which limit the built -upon area per lot to the amount
as shown on the Project Data Sheet, per Section I, Part 2. The recorded statements must follow the form:
a. "The maximum built -upon area per lot is 4,748 square feet, inclusive of that portion of the right-of-way
between the lot line and the edge of pavement, structures, pavement, walkways of brick, stone, or slate, but
not including open wood decking."
b. "The covenants pertaining to stormwater regulations may not be changed or deleted without concurrence of
the State."
C. "Alteration of the drainage as shown on the approved plan may not take place without the concurrence of
the State."
"Lots within CAMA's Area of Environmental Concern may be subject to a reduction in their allowable built -
upon area due to CAMA regulations."
e. "All runoff on the lot must drain into the permitted system. This may be accomplished through providing
roof drain gutters which drain to the street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that naturally drain into the system are not required
to provide these measures."
4. A copy of the recorded deed restrictions must be submitted to the Division within 30 days of the date of recording
the plat. The recorded copy must be signed by the Pernittee, dated, stamped with the deed book number and page,
and bear the stamp/signature of the Register of Deeds.
15. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of this
permit, the approved plans and specifications, and other supporting data.
16. Prior to transfer of ownership, the pond must be inspected by DWQ personnel, and determined to be in compliance
with all permit conditions. Records of maintenance activities will be required.
17. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of ten
years from the date of the completion of construction.
5

State Stormwater Management Systems
Permit No. SW8 980508
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is a name
change of the Permittee, a "Name/Ownership Change Form" must be submitted to the Division of Water Quality
accompanied by appropriate documentation from the parties involved, such as a copy of the deed of trust. Other
supporting materials, such as a signed Operation and Maintenance plan in the case of engineered systems, will also
be required. The project must be in good standing with DWQ. The approval of this request will be considered on
its merits and may or may not be approved.
2. Failure to abide by the conditions and limitations contained in this pen -nit may subject the Permittee to enforcement
action by the Division of Water Quality, in accordance with North Carolina General Statute 143-215.6A to 143-
215.6C.
The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal) which have
jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those as may be required by this Division, such as the
construction of additional or replacement stormwater management systems.
5. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a-pennit1
modification, revocation and reissuance or termination does not stay any permit condition.
Permittee grants pcnnission to staff of the DWQ to access the property for the purposes of inspecting the stormwater
facilities during normal business hours.
Permit issued this the 22nd day of February, 1999.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
V)-�r-Ad t AA' A !tI
A. Preston Howard, Jr., P.E', Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 980508
M

State Stormwater Management Systems
Permit No. SW8 980508
South Harbour Village & Marina
Stormwater Permit No. SW8 980508
Brunswick County
Engineer's Certification
1, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the project construction such that the construction was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
7

USE-JONLY-0000
Date Received if . Fee Paid Peraut Number
<<. a o
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. Applicants name (specify the name of the corporation, individual, etc who owns the project):
South Harbor Village Associates, L.L.C.
2.. Print Owner/Signing Officials name. and title (the person who is legally responsible for the facility and
its - compliance):
fb . Ed Burnett; Agent %'�2»1bfi1 �(2►��4�'
3. Mailing Address for person listed in item 2 above:
1301 Heron Rem: Drive
City Wi1tIL_r,rrfr,�, Staff NC
7mrr 28403
TelephoneNt 11 L 10 1 452-2727*
4. Project Name (subdivision, facility, or establishment name - should be 'consistent with project name on
plans, specifications, letters, operation and.maintenance agreements, etc):
South Harbor Village -
5. Location of Facility (street address):
Fish Factory Road (State Road 1101)
City. N/A C=tY lrtnswick
6. Directions to facility (from nearest major intersection):
Protect is located at the end of Fish Factory Road (SR1101), off of Highway 133,
west of Southport. North Carolina
7. Iatitvde: W7R b 0 _7 7' N33 ° 55.398' of facility
8. Contact person who can answer questions about the facility. .
Naas Mr. Ed. Burnett Telephone Number:. i 910 452-2727
II. PERMrr INFORMATION:
1. Specify whether project is (check one): X _New _Renewal Modification
2. If this application is being submitted as the result of a renewal or modification to an existing/permit, list
the adstmg p=nitru z bee N/A and its issue date (if known} lVi A
Form SVM-101 April 1998 Page 1 of 4

3. Specify the type of project (check one): `
Low Density _X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
X CAMA Major X_Sedimentation/Erosion Control ` X 404•Perm.it
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will lie treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
The first 1.5 inches of rainfall (10 yr. storm) will be routed to an on -site
infiltration basin. Bypass will discharge to vegetated channel and level spreader
that discharge to a 30-foot vegetative layer east of the pond.
2. Stormwater runoff from this project drains to the Intracoastal Waterway River basin.
3. Total Project Area: 12.00 acres
5. How many drainage basins does the project have? 1
4. Project Built'UponArea: 60.3 To
6. Complete the following information for each drainage basin If there are more than two drainage basins in
the project, attach an additional sheet with the information for each basin provided in the same format as
below.
....�
Stream Name
Intradoastal Waterway
-Receiving
Receiving Stream Class
SA
Drainage Basin Area
7.24 acres
Existing bn ervious" Area
0
Proposed Im ervious"Area
15.751 Acres inc u es % con
.
9'a Impervious* Area (total)
1 79
On -site Buildings
1.729
On -site Streets
2.707
On -site Parldng
1.006
On -site Sidewalks
0.309
Other on -site
0
Off -site
0
Total:
5.751
E_
Impervious area is defined as the built upon area including, but not Iimited to, buildings, roads, parking
arms, sidewalks, gravel areas, etc.
7. How was the off -site impervious area listed above derived? N /A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for all low density projects and all
subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that must be recorded.
Form SVM-101 April 1998 Page 2 of 4

By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shz" include all the items required by the permit, that the covenants will be binding on all parties and persons
claiming under them, that they will run with 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. AGENT AUTHORIZATION
If you wish to designate submittal authority to another individual or firm so that they may provide
information on your behalf, please complete this section:
Law Engineering and Envirorunental Services, Inc.
De ggnated agent (mdividual or firn): Attn: Mr. Dan Shields
Maftg
5710 Oleander Drive, Suite 110
Wilmington Staff NC 28403
Phone: ( 910 ) 452-1185
VI. SUBMITTAL REQUIREAENTS
Fax ( 910 ) 791-1338
This application package will not be accepted by the Division of Water Quality unless all of the applicable
items are included with the submittal.
1. Please indicate that you have provided the following required information by signing your initials in the
space provided next to each item.
Applicant's Initials
• Original and one copy of the Stormwater Management Permit Application Form L--
• One copy of the applicable Supplement Form(s) for each BUT (see Attachment A)
Pry Z_-
• Permit application processing fee (see Attachment A)
Two copies of plans and specifications including:
• 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 & 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, parking, cul-de-sacs, sidewalks, and curb and gutter
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage basins delineated
- Vegetated buffers (where required)
VII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 20a ,64,�e,.0 27_
certify that the information included on this permit application form is correct, that the project will be
constructed in conformance with the approved plans, that the deed restrictions in accordance with Attachment
A of this form will be recorded with all required permit conditions, and that to the best of my knowledge the
Form SWU-101 April 1998 Page 3 of 4

ATTACHMENT A
1. Deed Restriction Language
The following statements must be recorded for all low density projects and for all projects that involve the
subdivision and selling of lots or outparcels:
1. No more than square feet of any lot, including that portion of the right -of --way between the
edge of pavement and the front lot line, shall be covered by impervious structures including
asphalt, gravel, concrete, brick, stone, state or similar 'material but not including wood decking or
the surface of swimming pools. This covenant is intended to insure continued compliance with the
stormwater permit issued by the State of North Carolina. The covenant may not be changed or
deleted without the consent of the State.
2. No one may fill in, pipe, or alter any roadside Swale except as necessary to provide a minimum
driveway crossing.
NOTE: If lot sizes vary significantly, the owner/developer must provide an attachment listing each lot
number, size and the allowable built -upon area for each lot
For commercial projects that have outparcels or future development the following statements must also be
recorded:
3. The connection from the outparcel or future area into the stormwater system must be made into the
forebay such that short-circuiting of the system does not occur.
4. All built -upon area from the outparcel or future development must be directed into the permitted
stormwater control system.
5. Built -upon area in excess of the permitted amount will require a permit modification prior to
construction.
For curb outlet systems, the following statement in addition to items 1 and 2 above must be recorded:
6. No one may pipe, fill in or alter any designated 100 foot Iong grassed swale used to meet the
requirements of NCAC 2H .1008(g).
2. Supplement Forms
The applicable supplement form(s) listed below must be submitted for each BUT specified for this project:
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Nutrient Management Strategy Supplement
3. Permit Application Fees (check made payable to NCDENR and submitted to the appropriate Regional
Office)
Type of Permit
Low Density
High Density
Other
Director's Certification
General Permit
New, Modification, or
Late Renewal
$225
$385
$225
$350
$50
Timely Renewal Without
Modification
n/a
$225
n/a
n/a
n/a
Form SWU-101 April 1998 Page 4 of 4

DIVISION OF WATER QUALITY
NORTH CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION
I. GENERAL INFORMATION
(Please print clearly or type)
1. Project Name South Harbour Village
2. Location, directions to project (include County, Address, State Road) Attach map. Pro ject is lout. at
end of Fish Factory Road (SR 1101), off of Highway 133, west of Southport, Brunswick
South Harbour Village Associates, L.L.C. County, North Carolina
S. Owner's Name Attn: Mr. Ed Burnett Phone [phone]
4. Owner's Mailing Address 1301 Heron Run Drive
City Wilmington State NC Zip 28403
5. Nearest Receiving Stream Intracoastal Waterway Class SA
6. Project description Project includes development with residential dwellings, streets,
commerical buildings, a chapel, a restaurant, a community park, anti a marina
II. PERMIT INFORMATION
1. Permit No. (1b be filled in by DWO
2. Application Date Fee enclosed $
3. Permit Type: x New Renewal Modification (existing Permit No.)
4. Project Type: Low Density Detention x Infiltration Redevelop General Alter Offsite
5. Other State/Federal Permits/Approvals Required (aeck appropriate blanks)
CAMA Major x Sedimentation/Erosion Control x 404 Permit x
M. BUILT UPON AREA (Please see NC4C 2H.1005 thru .1007for applicable density limits)
T)rninncr Drniinac Rreakdown of Im= rvinw Ar n
B3Sffi Basin (Please indicate below the design impervious area)
Classification High density Buildings 2,158 Acres
Existing Built -upon Area
Proposed Built -upon Area
Total Project Area
0.0 Acres
6.973 Acres
without wetlands)
0.707 Acres
% Built -upon Area 65 .1%
IV. STORMWATER TREATMENT (Describe how the runoff will be treated)
Streets 4.059 Acres
F-arking/SW 0.756 Arrps
Other NA
Totals 6.973 Acres
The runoff from all surfaces generated by one and one-half inches of rainfall from the
10-year design storm will be controlled by three infiltration basins. Excess runoff will
ow over land through vegetative filters.

V. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for all low density projects and all
subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that must be recorded for the
type of project applied for.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the items required by the permit, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the covenant cannot be changed or deleted without
concurrence from the State, and that they will be recorded prior to the sale of any lot.
VI. OWNER'S CERTIFICATION
►q I
cc:
I, C,>t,> • (V 17 V- ?, r1 rTr certify that the information included on this permit
(Please print clearly or type)
application form is correct, that the project will be constructed in conformance with the approved plans, that
the deed restrictions will be recorded with all required permit conditions, and that to the best of my knowledge,
the proposed project complies with the requirements of 15A NCAC 2H.1000.
I authorize the below part)ed person or firm to submit stormwater plans on my behalf.
f-
'Authorized Agent Signature and Title
C,
1k
AGENT AUTHORIZATION (Please fill in the name of the engineer/surveyor authorized to submit plans on the owner's behalf.)
Person or firm name
Mailing Address
City Wilmington
Matthew Wallace
Law Engineering and Environmental Services, Inc.
5710 Oleander Dr., Ste. 110
State NC Zip 28403
Phone [phone]
Please submit application, fee, plans and calculations to the appropriate Regional Office.
Applicant/WiRO//Central Files
Office use only
ORMWATER
D E C E I V E
JUN 121998
D
D E M
PROJ #

I
I
r
1
LAW
r•
LAWGIBB Group MemberA
STORMWATER MANAGEMENT PLAN
SOUTH HARBOUR VILLAGE
(HIGH DENSITY DEVELOPMENT)
BRUNSWICK COUNTY, NORTH CAROLINA
Prepared for
South Harbour Village Associates, LLC
1301 Heron Run Drive
t
Wilmington, North Carolina 28403
Prepared By:
Law Engineering and Environmental Services, Inc.
5710 Oleander Drive, Suite 110
LWilmington, North Carolina 28403
STORMWATER
L
February 18, 1999 E C E I V E
� D
r
FEB 191999
Law Job No. 31040-7-0839

South Harbour Village
Stormwater Management Plan
2118199
Page 1
NARRATIVE
1.0 PROJECT DESCRIPTION
The project site is located in Brunswick County, west of Southport, on Fish Factory Road. The site will
be developed with 11 residential lots, three commercial buildings, a chapel, office, restaurant, dock
house and a service area. The site is bordered on the east by a CP&L-owned canal, on the south by the
Intracoastal Waterway, on the west by undeveloped land proposed for a residential subdivision, and on
the north by undeveloped land. A 58-slip marina and a transient dock will be constructed to the south on
the Waterway. This project will involve elevating and regrading the area that will be developed, and
constructing a stormwater conveyance system utilizing overland sheet flow, drop inlets with reinforced
concrete piping, and an infiltration basin. Additional measures such as a vegetative filter, riprap lined
channel and flow diverter (smart box) will also be used. Erosion control measures will also be utilized
to prevent sediment -laden storm runoff from leaving the area.
2.0 SITE DESCRIPTION
The existing landscape of the site is generally sandy and flat (<2%), with stockpiles of historical dredge
spoil. The site generally slopes to the northern and southwestern sides of the development area. The
northeastern portion of the property has been classified as wetlands, and will not be developed. Along
the western property boundary, a surface drainage feature empties to the Waterway through several
wetland channels. The proposed development has been located to minimize impacts to wetlands.
3.0 STORMWATER MANAGEMENT MEASURES
The proposed stormwater management measures for this .site include a vegetated filter, riprap channel,
drop inlets with reinforced concrete piping, and an infiltration basin. Stormwater runoff from the
developed portions of the property will be conveyed to an infiltration basin to the north proximal to the
proposed chapel, where the runoff overflow will be discharged via a riprap lined channel and vegetated
filter prior to discharging into the wetlands/pond area located to the west and south.
The stormwater infiltration basin has been designed to manage the stormwater runoff generated by one
and one-half inches of rainfall from the ten-year storm, from the fully developed project site. The basin
will be installed at the beginning of earthwork activities, and will be partially exposed to sediment -laden
runoff until a vegetative cover is established. When the site has been stabilized with final cover, the
basin will be returned to the design dimensions if necessary.
Maintenance plans for the infiltration basin are included with the permit application along with the
stormwater calculations. If the profiles of the permanent stormwater conveyance measures and basin are
not at their design profiles when permanent vegetation is established at construction completion, they
shall be returned to their design dimensions.
C_ clientslsharbour.villstorm.h2ftw�slan.doc
L

South Harbour Village
Stormwater Management Plan
211 & 99
Page 2
4.0 CONSTRUCTION SEQUENCE
The first step of the land disturbing activity is to construct the graveled construction entrance, which will
be placed at the existing entrance to Fish Factory Road. A perimeter silt fence will be installed
according to the erosion and sedimentation control specifications, followed by the installation of the
infiltration basin. Filling activities will begin in the vicinity of the infiltration basin and progress toward
the north, east and south. Temporary diversion channels may be necessary to divert sediment -laden
runoff into the infiltration basin during construction.
The development area will be filled and graded for drainage according to the plan drawings. The area
will be stabilized with hydromulch before the piping and drop inlets are installed. Following the
installation of the piping and drop inlets, fabric protection will be used at the drop inlets until the site has
been stabilized with an acceptable stand of vegetative ground cover.
Once these measures are in place, construction of residential and commercial buildings can begin. As
building construction progresses, the paved roadways and parking lots will be installed. Silt fencing will
be used at the lot boundaries during construction of individual buildings.
5.0 STORMWATER CONTROL SPECIFICATIONS
5.1 General
All stormwater measures shall be installed according to the dimensions indicated on the drawings and
manufacturers' recommendations. Deviations from drawings and guide specifications shall be pre -
approved by the owner or owner's representative.
5.2 Infiltration Basin
The location, extent and configuration of the infiltration basin shall be as shown on the drawings. The
basin shall be permanently seeded and. maintained during construction. If the basin is not at the design
dimensions upon completion of construction, it shall be returned to the specified dimensions.
5.3 . Vegetated Filter
The final dimensions of the 50-foot vegetated filter shall be as noted on the drawings. Upon initial
construction of the filter, all barren surfaces shall be stabilized with hydromulch and straw matting. The
filter shall be permanently seeded and maintained during construction, and returned to the design
dimensions if altered during construction.
5.4 Drop Inlets
Drop inlets shall be constructed in accordance with DOT specifications for standard brick or concrete
drop inlets (NCDOT STD. 840.15 for drop inlets and 840.16 for grate and frame). Elevations shall be as
noted on the project drawings.
5.5 Reinforced Concrete Piping
Reinforced concrete piping shall conform to ASTM standard specifications for concrete sewer pipe,
storm drain, and culvert pipe (ASTM C-507). Pipe joints and connections shall be made in accordance
clientslsharbour. viAstorm.h20Xswplan. doc

South Harbour Village 211&99
Stormwater Management Plan Page 3
with manufacturer's recommendations. Pipe shall be laid to the elevations shown on the project
drawings. Pipe bedding shall be sand. Each section of the pipe shall be supported by the pipe bed for its
entire length, with recesses excavated to accommodate the bell and joint ends. The minimum width of
the trench at the top of the pipe shall be the diameter of the pipe plus 24 inches. Backfill shall be placed
alongside and above the pipe in six-inch lifts and compacted to 95 percent of the standard proctor
maximum dry density.
5.6 Riprap Lined Overflow Channel/Outlet Protection
Overflow from the combined drop inlet/smart box will be bypassed to a riprap-lined channel that
discharges to the 50-foot vegetative filter as shown on the drawings prior to entering the delineated
wetlands. The final 13 feet of the channel will serve as outlet protection and will be constructed to zero
grade to dissipate outlet velocities to non -erosive prior to discharging into the vegetative filter. The
riprap channel shall consist of riprap placed on a 4-inch thick bedding layer of No. 57 stone on top of
filter fabric as shown on the project drawings.
6.0 MAINTENANCE PLAN
The majority of the development site will be exposed for the beginning of the project. The contractor
will be responsible for the installation of a construction entrance and silt fences prior to land disturbing
or clearing operations. The erosion and sediment control structures will be inspected by the contractor
on a weekly basis and after each significant rainfall during the active construction period. Results will be
reported to the owner. Measures found not performing the intended function shall be repaired or
replaced immediately. Sediment deposits must be removed from the upstream side of the silt fences
when they reach one-third the height of the fence and when accumulated sediment reaches one-half the
depth of the infiltration basin. Deteriorated silt fabrics must be replaced immediately. Bare or denuded
areas will be reseeded. If the depth of the stormwater infiltration basin is not at the design depth when
permanent vegetation is established at construction completion,, the collected sediment must be removed
to the design elevation as shown on the drawings. The stormwater infiltration basin, drop inlets, piping,
channels, outlet structures, and landscape maintenance including permanent cover will be inspected and
maintained by South Harbour Village on a regular basis after the facility is completed.
clientsksharbour. villstorm.h20kswplan.doc

STORMWATER CALCULATIONS

JOB NO. 3io fo- 7 oB39 SHEET OF
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8.03.5

LAW
UWGIBB Group Member
LAW Engineering and Environmental Services. Inc.
3301 Atlantic Avenue
Raleigh, NC 27604
'IV
JOB NO. 3irt - 7,- SHEET- OF
PHASE TASK 911a
JOBNAME
BYE DATE
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LAW
LAWGIBB Group Member
LAW Engineering and Environmental Services, Inc.
3301 Atlantic Avenue
Raleigh, NC 27604
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LAW
LAWGIBB Group Member A&
LAW Engineering and Environmental Services, Inc.
3301 Atlantic Avenue
Raleigh, NC 27604
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SOIL SCIENTIST REPORT

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January 7, 1999
Mr. Tim LaBounty
Law Engineering & Environmental Services, Inc.
3301 Atlantic Avenue
Raleigh, NC 27604
RE: Soil Borings for Proposed Stormwater Sites, South Harbour Village, Brunswick
County, NC.
Dear Tim,
Land Management Group, Inc, evaluated three sites for potential stormwater infiltration
sites for the proposed marina development site of South Harbour Village. The
attached figures document the location of the soil borings taken and the profile
characteristics.
Figure 1 shows the location of the borings taken in the old spoil pile from the CP & L
canal. Estimated permeability. for these profiles ranges from 14 to 18 inches per hour
based on field estimates of texture. Thin strata of cemented sand occur as isolated
discontinuous anomalies in some of the profiles but are not restrictive to the total
vertical movement of water.
Figure 2 shows the soil borings for the two locations next to the marina site.
Estimated permeability for boring # 1 is from 12 to 18 inches per hour based on field
estimates of texture. Estimated permeability for boring # 2 is from 15 to 20 inches per
hour based on field estimates of texture. Please contact me if you need additional
information.
Respectfully,
G. Craig Arner
Vice President
Land Management Group, Inc.
N.C. Licensed
Soil Scientist, #1091

BOIL BORING MAP
RI
e#2
/ Lot 1
®#5 / e 4 $Lot 2
/ 11
y
Lot 3 �aq�
10
&
SOIL PROFILE DATA
22-0e0-98
Boring
Horizon
Depth
Te)dure
Color Commertts
#1
Fill 1
0-10
v. fine sand
light gray
Fill 2
10-12
silt loam
dark gray
Fill 3
12-30
v. fine sand
pale brown <5% sil clasts
Fig 4
30-40
° v fine sand
dark brown <5% sil clasts
Fltl 5
40-45
i v. fine sand
light gray few, coarse shell fragments.:
Fill S
45-84
coarse sand t. brownish gray : few, coarse shell fragments.:
2
Fill 1
0-24
v. fine sand
fight gray
Fill 2
24-32
sift loam
dark gray tenses of v. fine send
Fill 3
32-50
sand
light gray . few, coarse shell fragments.'
Fill 4
50-84
i coarse sand it. brownish gray
# 3
Fill 1
0-20
1 v. fine sand
light gray
Fill 2
20-25
r silt loam
dark gray
Fill 3
25-30
v. fine sand
light grey
Fill 4
30-46
coarse sand it. brownish gray few, coarse shell fragments
auger refusal
-
# 4
Fill 1
0.20
v. fine sand
light gray
Fill 2
20-25
silt loam
dark gray
l
Fill 3
25-37
`. fine sand
light gray
Fill 4
37-53
, coarse sand
It. gray few, coarse shell fragments.!
Fill 5
53-84
coarse sand ft. brownish gray few, coarse shell fragments.
# 5
Fill 1
0.20
v. fine sand
light gray
Fit 2
20-28
sit loam
dark gray lenses of v. fine sand
Fill 3
28-38
sand
light gray few, coarse shell fragments.'
Fig 4
38-55
i coarse sand
light gray few cemented shell concretic
Fill 5
55-84
coarse sand t.
brownish gray few, coarse shell fragments.,
8
Fill 1
0-20
v. fine send
light gray
�1112
20-30
fine sand
light gray
Fill 3
30-55
i coarse sand
light gray few cemented shall eoncrefic
Fig 4
55-84
j coarse sand- t.
brownish gray : few, coarse shel fragments.'
# 7
Fill ?
0-26
Y. fine sand
light gray
Fill 2
20-30
sit loam
dark gray
Fill 3
30-42
sand
light gray
Fill 4
42-84
coarse sand
pale brown
SOUTH HARBOR VILLAGE,..
Pre aced for Ed`Bumette
LAND MANAGEMENT. GROUP, INC.
P.O. Box M2
tr Wilmington, NC 28402 �,wszmo,
FIGURE 1 act I Scale!N.T&: tonnrna

SOIL BORING MAP
Boring # 2
pa"o
Approx. limit of pond
+ Lot 31 sal+• ...
1 41330 Sr. �f.
C.l3 1'
a64�21 Sr. Ef
-
mooring # 1
�awvY. R!. NVRN7� _
ArI�A I --q1091
BORING LOGS:
. a.
(1� BARNES BLUFF: SOIL PROFILE DATA 04-Jan-99
.. Boring Horizon Depth Texture Color Comments
4:y #1 Fill 1 0-12 loamy sand grayish brown
& yell. brown
Fill 2 12-22 loamy sand blackish brown cinders & char debris
2 A 22-29 loamy sand black w/ white sand
e-> BG 29-33 loamy sand dark gray
9 BH 33-39 loamy sand v. dk. brown
CG 39-48 sand br. gray
Observed water table at 33 inches, estimated high water table @ 12 inches
12 Boring terminated at 48 inches due to slough
13
15: #2 A 0-7 loamy sand brownish gray
BT1 7-18 loamy sand brownish yellow
BT2 18-26 loamy sand brownish yellow w/ light yellowish
18 • ' brown mottles
BT3 26-33 loamy sand yell. brown, light gray, and
2�- strong brown
21..`. BC 33-48 loamy sand light br. gray
22 ;` Observed water table at 40 inches, estimated high water table @ 33 inches
zBoring terminated at 48 inches due to slough
25
■ ck«.van�wed�macar
R VILLAGE
J Bur_nette
T GROUP, INC.
P.O Box 2522
FIGURE 2 ' Wilmington, NC 28402
ct I Scale: N.T.S.
Ol
■

LAW
LAWGIBB Group Member
February 18, 1999
Ms. Linda Lewis
North Carolina Department of Environment and Natural Resources STORMWATER
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Subject: High Density Stormwater Management Permit Application D E C E I V E
South Harbour Village D
Brunswick County, North Carolina FEB 1 91999
DWQ Stormwater Project No. SW8 980508
LAW Project No.31040-7-0839
F'r1GJ #
Dear Ms. Lewis:
Law Engineering and Environmental Services, Inc. (LAW), on behalf of South Harbour Village
Associates, LLC., is pleased to resubmit the drawings and stormwater management plan for the high
density portion of the South Harbour Village project located in Brunswick County, North Carolina.
This resubmittal is in response to your "Acknowledgement of Receipt and Request for Additional
Information" dated February 10, 1999.
We have also attached our responses to your requests for additional information which are numbered
in accordance with your comments outlined in the letter (Attached).
Should you have questions or comments regarding this project please feel free to contact Mr. Dan
Shields in Wilmington at 1-910-452-1185 or Mr. Tim LaBounty in Raleigh at 1-919-831-8055.
Sincerely,
LAW ENGINEERING AND ENVIRONMENTAL SERVICES, INC.
++nu�e�pR
EESS p�,by9 �•.,R b'tS
Timothy L. LaBo�i ��� P Dan Shields, P.E. y vAth Permission
Senior En 'Weer : SE L
g s 20681 Principal Engineer
•� L. LPG,.,.
E. Fred Sharpe, Jr., ## fel,,+++�``
Principal by is With permission
cc Ed Burnett - South Harbour Village Associates, LLC
LAW Engineering and Environmental Services, Inc.
3301 Atlantic Avenue • Raleigh, NC 27604
attachments P.O. Box 18288 • Raleigh, NC 27619
919-876-0416 - Fax: [phone]

COMMENT RESPONSES
SOUTHHARBOUR VILLAGE
BR UNS WICK COUNTY, NORTH CAR OLINA
LAW JOB NO. 31040- 7-0839
1. Sidewalks labeled as requested.
2. Walkway material identified as requested.
3. Grades included as requested on drawings.
4. Smart box modification incorporated as recommended.
5. The drawing is a scaled drawing and can be used to stake the basin to the dimensions shown.
The geometry of the basin makes it difficult to dimension particulars of the basin.
6. This was a typographic error. Junction box has been deleted from plans.
7. Change made as requested.
8. Information provided in piping schedule as requested.
9. Detail provided as requested.
10. Sidewalks added from parking lot to restaurant.
11. Grass -lined channel has been deleted.
12. Width of curb has been included.
13. Inverts for overflow piping added to piping schedule as requested.
14. Reference NCDENR "Stormwater Management Guidance Manual", Chapter 3 — Basic
Engineering and Design Principles, p. 3.6.
15. Most conservative estimate of hydraulic conductivity used as requested.
16. Modifications incorporated as requested.
17. Information provided as requested.

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
February 10, 1999
Mr. Timothy LaBounty, P.E.
Law Engineering
PO Box 18288
Raleigh, NC 27619
1 ■
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 980508
South Harbour Marina Village
Brunswick County
Dear Mr. LaBounty:
The Wilmington Regional Office received a modification to the Stormwater Management Permit Application
for South Harbour Marina Village on January 13, 1999. A preliminary review of that information has determined that
the application is not complete. The following information is needed to continue the stormwater review:
Please label and dimension the sidewalks on the project. Since the drainage area has been shaded in,
it is difficult to tell what is concrete, sidewalk, grassed, etc.
2. Please identify the walkway material around the marina basin. Is it a concrete walk or a wood deck?
3. Please show the grades for the centerline of the access road to the 4 lots, which is on this property.
4. It is not necessary to provide 2 smart boxes, nor is is necessary to have the smart box as a separate
structure. If you delete the junction box and bring pipe #11 directly into the pond drop inlet box, then
the smart weir can be located in the drop inlet box. See the enclosed sketch.
5. Please provide dimensions or a scaled staking plan for the basin. The supplement references the plan
for dimensions, but none have been provided.
6. The piping schedule indicates that Elevation A in the junction box is 4.59. How will this work if the
smart box invert is 7.33?
7. The southernmost vegetated filter does not scale 50' from the smart box to the 404 line. Please
relocate the inlet more north to provide the additional length, or see comment #4 above, and delete
that filter, and use the north filter for the overflow.
8. Please provide the drop inlet top elevations and inverts.
9. The symbol on the plans indicates the vegetated filters, but no detail has been provided on the plan.
Please add the detail, with pertinent elevations, width and required 50' length noted.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Mr. LaBounty
February 10, 1999
Stormwater Project No. SW8 980508
10. Is there supposed to be a sidewalk leading from the parking lot to the restaurant?
11. The overflow channel labelled as G2 comes very close to the chapel. There is only about 7' between
the chapel and the top of the infiltration basin. Will this cause a problem with the chapel's foundation,
or the required 3:1 slope for the channel?
12. Please label the width of the concrete curb on the street detail.
13. Please add the inverts for the overflow piping to the piping shedule.
14. How did you determine the required volume? I see the equation, but you have presented no supporting
explanation of how you arrived at it. The State uses the method outlined in the BMP guidance
document, copy enclosed.
15. Please use the most conservative estimate of hydraulic conductivity when determining the drawdown
time for the basin.
16. Please place the 3:1 slope requirement on the parabolic channel detail. Is this detail intended to apply
to what is labelled on the plans as the permanent grass -lined channels? If yes, then label the detail as
the grass -lined channel detail, or change the legend to call them parabolic channels.
17. Please provide an infiltration basin section that shows the slopes, elevations, and the required 4" of
sand that was required to be used on the bottom of this basin, per our meeting.
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received by this Office prior to March 10, 1999, or the application will be returned as
incomplete. The return of a project will necessitate resubmittal of all required items, including the application fee. The
Division is allowed 90 days from the receipt of a completed application to issue the permit. If you have any questions
concerning this matter please feel free to call me at [phone].
Sincerely,.
Ge�d4u ed"
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\980508.FEB
cc: Linda Lewis
Ed Burnett
Central Files

X
LAW
LAWGIBB Group Member.i
January 8, 1999
Ms. Linda Lewis
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Subject: Stormwater Management Permit Applications
South Harbour Village
Brunswick County, North Carolina
DWQ Stormwater Project No. SW8 980508
LAW Project No. 31040-7-0839
Dear Ms. Lewis:
Law Engineering and Environmental Services, Inc. (LAW), is pleased to resubmit the
stormwater management permit applications for the South Harbour Village project in
Brunswick County, North Carolina, on behalf of South Harbour Village Associates, LLC.
The South Harbour Village project has been divided into two separate stormwater permit
application submittals - a high density option and a low density option. The site development
plan was modified to incorporate moving the slip marina f irther.inland to accommodate the
CAMA permitting. The new site development will only require one infiltration basin instead
of three as originally proposed. The high density portion of the project includes commercial
buildings, residential buildings, a chapel, dock house, office, a service area, marina and a
restaurant. The low density portion of the project consists of four residential lots. Enclosed
are the two stormwater management permit applications that include stormwater management
plans and drawings.
We have also attached our responses to your request for additional information dated August
5, 1998 to Mr. Matt Wallace with Law Engineering and Environmental Services, Inc. Our
responses are numbered in accordance with your comments outlined in the letter.
LAW Engineering and Environmental Services, Inc.
3301 Atlantic Avenue • Raleigh, NC 27604
P.O. Box 18288 • Raleigh, NC 27619
919-876-0416•Fax: [phone]

Stormivater Management Permit Applications
South Harbour Village
LAW Job No. 31040-7-0839
January 8, 1999
Page 2
Should you have questions or comments regarding this project please feel free to contact Mr.
Dan Shields in Wilmington at 1-910-452-1185 or Mr. Tim LaBounty in Raleigh at 1-919-831-
8055.
Sincerely,
LAW ENGINEERING
Tim y L. LaB
Senior Engineer
2'�Xe�'
/Y14-6
William R. Mosher, P.E.
Vice President
EsSON's�9 •
SEAL
20681 .
I WE•' "J
AL SERVICES, INC.
Dan Shields, P.E.
Principal Engineer
cc Ed Burnett - South Harbour Village Associates, LLC
attachments

COMMENT RESPONSES
SOUTHHARBOUR VILLAGE
BRUNSWICK COUNTY, NORTH CAR OLINA
LAW JOB NO. 31040- 7-0839
1. The low- and high -density portions are considered separate projects. We have
included a check for $225.00 for the low density portion and two additional sets of
plans. New forms were used.
2. Design calculations sealed as requested.
3. Soil report is incorporated into Stormwater Management Plan for high density portion.
4. Slopes have been modified to 3:1.
5. Flagging will be provided as requested.
6. Vegetative filter is labeled as requested. Comments regarding Ponds 2 and 3 are no
longer applicable. Filter placed parallel to contours.
7. Information requested has been included in revised submittal for high density portion.
8. Bottom of infiltration basin is flat at elevation 5.5 msl.
9. Weir elevation (control elevation) in smart boxes has been clarified.
10. Dimensions provided as requested.
11. Sidewalks have been included for commercial areas.
12. Infiltration basin volume provided is adequate for amount of runoff to be controlled.
Reference stormwater calculations in high -density stormwater management plan.

TRANSMISSION VERIFICATION REPORT
TIME 12/10/1990 15:53
NAME NCDEH
FAX [phone]
TEL
DATE, TIME
FAX NO.INAME
..1.2,. 0 15: 52
9-79 1338
DURATION
AM 01!: 04
PAGE(S)
02
RESULT
OK
MODE
I ST DARD
M

TRANSMISSION VERIFICATION REPORT
DATE DIME
FAX NO./NAME
DURATION
PAGE(S)
RESULT
Fr1ODE
121 983181
66:
8
O ANDARD
ECM
TIME 12/10/1998 15:55
NAME NCDEH
FAI, 919-358-2004
TEL

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
James B. Hunt, Governor
Date: l`2-I0
To: M 1N2 2c
CO: Low C� i ris
FAX #: -191- 333
REMARKS:
Wayne McDevitt, Secretary
FAX COVER SHEET
No. Of Pages: -Z-
From: L;.j2 Czwwi-S
CO:
FAX#: [phone]
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
James B. Hunt, Governor Wayne McDevitt, Secretary
Date: (Z '-16-c('F
To: 7m L-2-
CO: Lbw i
FAX #: 9Iq 3 ?"31-30
REMARKS:
FAX COVER SHEET
No. Of Pages:
From: L',/)�'2 �w�S
CO:
FAX#: [phone]
127 Cardinal Drive Extension, Wilmington, N.C. 23405-3845 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of `dater Quality
December 10, 1998
Mr. Timothy L.LaBounty
Law Engineering
PO Box 18288
Raleigh, NC 27604
MIX
AN sk
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Infiltration Proposal for
South Harbour Village
Stormwater Project No. SW8 980508
Brunswick County
Dear Mr. LaBounty:
The Wilmington Regional Office received the stormwater permit application for South Harbour Village on June
12, 1998. The application proposed infiltration systems, however, a site inspection performed on August 18, 1998,
indicated that the required 2' separation from the seasonal high water table was not met in any of the three propopsed
basins. On August 19, 1998, the Division requested that the system be relocated to higher ground, or be redesigned
to meet 25 % low density.
We discussed the situation over the phone and with the Regional Soil Scientist. Based on the Soil Scientist's
findings, the Division concluded that the system as proposed could not meet the infiltration design criteria. In a
September 1, 1998, letter, Matt Wallace and Dan Shields requested additional time to address the concerns. You then
indicated that a redesign of the project to pump runoff to a central infiltration area was desired. The Soil Scientist was
again consulted, and it was his understanding that the basins located closest to the water (Ponds 2 and 3 on the plans)
would be eliminated, and runoff from the project would be pumped to what is labelled on the plans as Pond 1. The
Soil Scientist has agreed that if this basin was filled with well graded sand to achieve the required 2' separation from
the seasonal high water table that it could be considered for an infiltration stormwater system.
Pond 1 is not large enough to accomodate the runoff from all of the site as it was proposed in June. The site
plans have been revised since the June submittal. In order to continue the review of this project, please submit 2
copies of the revised plans, a revised application and supplement form, and revised calculations.
As requested in your letter of December 1, 1998, an extension of one month from today is granted. If you have
any questions, please do not hesitate to call me at [phone].
Sincerely,
.�� �6�
Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\LETTERS\980508.DEC
cc: Linda Lewis
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

LAW
� LAWGIBB Group Members
December 1, 1998
Ms. Linda Lewis
Department of Environment, Health, and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Subject: Stormwater Management Permit Application
South Harbour Village
Brunswick County, North Carolina
DWQ Stormwater Project No. SW8 980508
LAW Project No. 31040-7-0839
Dear Ms. Lewis:
RECEIVED
DEC 0 41998
BY:
Based on our recent conversations and conversation with Mr. Vincent Lewis with NCDENR
regarding the use of infiltration basins at the subject site it appears there may have been some
miscommunication or misunderstanding regarding their feasibility at the proposed site. The
intent of this letter is to briefly explain the course of events that have taken place to date and
our current understanding of the feasibility of infiltration basins at the subject site based on
conversations with yourself and Mr. Lewis. In addition, we have provided our rationale for
selecting the infiltration basin alternative over the pumping alternative.
On November 19, 1998 Mr. Tim LaBounty of LAW contacted Mr. Lewis as instructed by
you during a telephone conversation on November 18, 1998. According to Mr. Lewis the
permeability of residual soils in this area is adequate for infiltration and obtaining the 2 feet
minimum separation between the bottom of the proposed infiltration basins and the seasonal
high water table using suitable fill material is acceptable at the site. On November 24, 1998
Mr. LaBounty related this information to you. It is our understanding that you intend to
discuss this matter with Mr. Lewis and will contact us at your earliest convenience. Based on
this understanding we are requesting an extension of one month from the date you respond to
us regarding this issue for the existing stormwater management permit application.
LAW Engineering and Environmental Services, Inc.
3301 Atlantic Avenue • Raleigh, NC 27604
P.O. Box 18288 • Raleigh, NC 27619
919-876-0416 • Fax: [phone]

Stormwater Management Plan Permit Application December 1, 1998
South Harbour Village page 2
LAW Job No. 31040-7--0839
Our rationale for preferring the infiltration basin approach over the pumping system approach
is based primarily on the relative maintenance, installation and initial and long-term operation
cost between the two systems.
The infiltration system is a gravity system and therefore will not require a power source.
System components will include channels, surface grading, drop inlets and non -pressure
piping that will require less effort to install and maintain than the pumping system
components. In addition, the infiltration system is more tolerant to runoff carrying abrasive
sediments (i.e. sand and salt) than the pumping system. Minimal maintenance (i.e. annual
cleanout or flushing) is anticipated for this system.
The pumping system will require a power supply to operate the pumps and flow control
components. System components include pumps, pressure piping and flow control
components to route the appropriate volume of collected stormwater to the upgradient
infiltration basin. Our experience with similar pumping systems indicates that continuous
periodic maintenance will likely be required to maintain the pumping system in an operable
status. Abrasive sediments (i.e. sand, salt, etc.) will likely be present in runoff that is
transported to the pump tanks resulting in excessive wear on the pumps and flow control
components. Periodic replacement of system components and frequent maintenance (i.e.
monthly) of the system is anticipated. In addition, a pumping system may not be operable
during storms that cause power outages.
Based on the previous discussion comparing the two alternatives, the infiltration basins appear
more feasible than the pumping system in terms of cost (initial and long-term), operation and
maintenance and initial installation.
As we discussed previously during a telephone conversation, the proposed high -density
development impervious area has been significantly reduced by approximately 30 percent to
accommodate the new upland marina. We believe that the two small infiltration basins,
proximal to the roundabout, originally proposed will be sufficient to satisfy regulatory
requirements regarding retention and infiltration of the first 1.5 inches of runoff. The large
infiltration basin will no longer be necessary due to the revised site plan incorporating the new
upland marina. Based on these changes and in conjunction with previous discussions
regarding the infiltration basins, we would like to revise the original stormwater management
plan permit application that you previously reviewed and provided comments on. The

Stormwater Management Plan Permit Application
South Harbour Village
LAW Job No. 31040-7-0839
December 1, 1998
Page 3
resubmittal will consist primarily of items you have already reviewed along with the revised
site plan drawing, modified pervious and impervious calculations and new permit forms. Our
responses to your comments on the original package will be included with the resubmittal.
We will wait to hear from you following your review of this letter and discussion with Mr.
Lewis. Should you have any questions or comments please feel free to contact Mr. LaBounty
at [phone] or Mr. Shields at [phone].
Sincerely,
LAW ENGINEERING AND ENVIRONMENTAL SERVICES, INC.
(5 -
Tim y L. LaBo , P.E.
Senior Engineer
cc Ed Burnett
Ly ,
with permiFQb
Daniel Shields, P.E.
Principal Engineer

LAW
ENGINEERING AND ENVIRONMENTAL SERVICES, INC.
October 15, 1998
Ms. Linda Lewis
Department of Environment, Health, and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Subject: Stormwater Management Permit
South Harbour Village
Brunswick County, North Carolina
DWQ Stormwater Project No. S 8980508
LAW Project No. 31040-7-0839
Dear Ms. Lewis:
-CTAS IM
Law Engineering and Environmental Services, Inc. (LAW), is pleased to submit this request to
hold the above referenced project open while CAMA-required changes are completed to the
site layout. A revised stormwater management application package for the project site is
expected to be submitted by November 30, 1998, once the new site layout, soil scientist's
report, and management system design are completed. The management plan for the site will
utilize pump tanks to convey the required rurioff volume to an upland infiltration basin.
Feel free to contact us at [phone] if you should have any questions or wish to discuss
these matters.
Sincerely,
LAW ENGVgEERING A, vD ENVIRONMENTAL SERVICES, i `ETC.
�aztz4L PJ c #�
Matthew E. Wallace, E.I.T. Daniel C. Shields, P.E.
Project Engineer RY Vkx e4- Principal Engineer
WITH PERMISSION
MEWIDCS
Cc: , Ed Burnett, client
Steve Morrison, Land Management
Tim LaBounty, LAW, Raleigh, North Carolina
5710 OLEANDER DRIVE, SUITE 110 • WILMINGTON, NC 28403
[phone] 9 FAX [phone]

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
September 22, 1998
Mr. Matt Wallace
Law Engineering
5710 Oleander Drive, Suite 110
Wilmington, NC 28403
Am
NCDENVI
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NarURAL RESOURCES
Subject: Soil Investigation @
South Harbor Village
Stormwater Project No. SW8 980508
Brunswick County
Dear Mr. Wallace:
Per the August 18, 1998, site investigation of the proposed high density project, South Harbour Village Marina
Tract, it has been recommended by the Regional Soil Scientist that the use of additional fill material to obtain the
required 2' separation for the proposed infiltration systems will not be feasible in this case. There is currently no
criteria available for making this determination. It is based on the Soil Scientists' knowledge of the soils in the area,
and his experience with how those soils will react under the proposed conditions.
You currently have the option of reducing the built -upon area to 25 % or less with no pockets of high density,
or utilizing a non -discharging system for the treatment of runoff from the project as currently proposed.
If you have any questions, pl;ease do not hesitate to call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\LETTERS\980508.SEP
cc: Linda Lewis
Vincent Lewis, Regional Soil Scientist
John Parker, DCM
Ed Burnett
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

2 1998
September 1, 1998
Ms. Linda Lewis
Department of Environment, .., ,uEn, and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Subject: Stormwater Management Permit
South Harbour Village
Brunswick County, North Carolina
DWQ Stormwater Project No. SW8 980508
LAW Project No. 31040-7-0839
Dear Ms. Lewis:
Law Engineering and Environmental Services, Inc. (LAW), requests information on Division
of Water Quality criteria for siting stormwater infiltration basins on fill material, as it relates
to the above referenced South Harbour Village project. These criteria (soil type, thickness,
compaction, monitoring, etc.) are needed to finalize the design for the project's stormwater
management plan, and address questions and comments in the Division of Water Quality
letters dated August 5 and 19, 1998, addressed to Mr. Wallace of LAW.
Based on the lack of information needed to complete the revised submittal, LAW requests an
extension of the September 5, 1998, date for the requested additional information. LAW will
submit the revised application and additional information in a timely manner once the
Division of Water Quality has provided the fill material criteria.
Feel free to contact us at [phone] if you should have any questions or wish to discuss
these matters.
Sincerely,
LAW ENGINEERING AND ENVIRONMENTAL SERVICES, INC.
011MIMIR
Matthew E. Wallace, E.I.T.
Staff Engineer
cc Ed Burnett
Daniel C. Shields, P.E.
Principal Engineer
5710 OLEANDER DRIVE, SUITE 110 • WILMINGTON, NC 28403
[phone] a FAX [phone]

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
August 19, 1998
Mr. Matt Wallace
Law Engineering
5710 Oleander Drive, Suite 110
Wilmington, NC 28403
i 0
EL
NCI)ENR
ENVIRONMENT AND NATURAL RESOURCES
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 980508
South Harbour Village
Brunswick County
Dear Mr.Wallace:
The Wilmington Regional Office received a Stormwater Management Permit Application for South
Harbour Village on June 12, 1.998, and requested additional information on August 5, 1998. A site visit was
performed on August 18, 1998 to verify the soils information provided with the application. Our visit
indicated that none of the three proposed basin locations met the required 2' seasonal high water table
separation, therefore, infiltration in these areas is not feasible. Please either indicate other high ground areas
for the infiltration basins, or reduce the density on the tract to 25 % or less.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to September 5, 1998, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:1WQSISTORMWATIADDINF01980508-2.AUG
cc: Linda Lewis
Ed Burnett
Central Files
127 Cardinal Dr. Ext., Wilmington, -North Caroiina 28405 . _ Telephone 910=3953900-: - FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

1�u-(A HarttXr-
1%C -
DIVISION OF WATER QUALITY
INFILTRATION SYSTEM INVESTIGATION
1. The minimum bore depth: Q
EXI
�G� 3
4-2
2. The type of soil:
3. The expected infiltration rate: a
14- r/0hr
4. The depth to the Seasonal High Water Table:
1z V
22"
5. A ional comments:
Signature of Regional Office Personnel:
Linda Lewis, DWQ
Permit Application No
� 35
l,5
3,5 2.5
0 (D
12i,;/h,- z4 04—
eIV4 Cr -a
lei h- fil �, Zf 2j h-e/o,)
Vincent Lewis, Soil Scientist
5W CT a5050 8 Date F— (-E � 7
S : \WQS\STORMWAT\FORMS\INFINVST. FOR

Stater of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
Mr. Matt Wallace
Law Engineering
5710 Oleander Drive, Suite 110
Wilmington, NC 28403
Dear Mr. Wallace:
va
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
August 5, 1998 L E C RE O 1�!, ', [ C)
LAW ENGINEERING
WILMINGTON, NC
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 980508
South Harbour Village
Brunswick County
The Wilmington Regional Office received a Stormwater Management Permit Application for South Harbour
Village on June 12, 1998. A preliminary review of that information has determined that the application is not
complete. The following information is needed to continue the stormwater review:
We changed our application form in January 1998. Please complete and return the enclosed new
application. If the low and high density portions are to be considered separate projects, please
complete one application for each, and submit a $225.00 application fee for low density and two
additional sets of plans.If you wish both projects to be considered under one application, please
complete one application, with both projects shown (there are two columns on the application just for
such occurances). Since you have 3 infiltration basins, you will probably need to create 4 columns
from the two shown. Please list each infiltration basin separately.
2. The infiltration design calculations must be sealed.
The soils report provided does not indicate the type of soil or the elevation of the seasonal high water
table (SHWT). Please provide these items. The SHWT must be a minimum of 2' below the proposed
bottom elevation of the basin.
4. All slopes must be 3:1 or flatter. Please revise your legend symbol for the slope.
Please flag the proposed basin locations, in anticipation of a site visit to verify the soils information.
Please also flag any existing utilities such as electric, phone, gas, water, etc., that run through the
basin area.
5. Please label the 50' vegetated filter and delineate on the plans. The level spreader for the vegetated
filter is noted only for Ponds 1 & 2. Please show the spreader and filter for the two bypasses for Pond
3. The level spreader for Pond 1 is shown perpendicular to the contour. Level spreaders work best
when placed parallel with the contour. The filter may need to be relocated to achieve the required 50' .
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Mr. Wallace
August 5, 1998
Stormwater Project No. SW8 980508
7. The calculations are difficult to follow. You provide excess information that is not needed for the
stormwater permit, such as the flowrates and pipe sizing. Please provide the following calculations
for each of the three basins:
a. Impervious area within that basin.
b. Drainage area for that basin.
C. Required Volume (This was provided in the submitted calculations, but the impervious area
within each basin's drainage area is not reported. In order to determine if the basin is properly
sized, each basin must be evaluated separately.)
d. Provided Volume.
e. Drawdown time.
f. Dimensions of the bottom of the basin and depth to verify the storage.
8. Please label the contour elevations around each basin. I assume that the bottom elevation is the lowest
number shown with an "X" in each basin.
9. The control weir within the smart boxes should be set at the elevation corresponding to the depth of
the pond. For example, Pond 1 has a proposed bottom elevation of 4 FMSL, and a depth of 1'. The
elevation of the storage depth is therefore 5 FMSL, so the control weir elevation should be 5,
however, the table indicates it to be 5.57. Please clarify. The other weir elevations are also
questionable.
10. Please add dimensions for the parking areas, drives, walks, buildings, and housing units.
11. There are no sidewalks shown from the commercial buildings to the parking areas or from the units
to their garages. Are any paved sidewalks planned for these areas?
12. A preliminary calculation and design review indicates that the required volume for Pond 3 (Drainage
Basins A & B) is approximately 43,000 cubic feet, and only 25,000 cubic feet has been provided,
based on the pond dimensions and -storage depth given.
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received by this Office prior to September 5, 1998, or the application will be returned as
incomplete. The return of a project will necessitate resubmittal of all required items, including the application fee. If
you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\980508.AUG
cc: Linda Lewis
Ed Burnett
Central Files

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
June 18, 1998
Mr. Ed Burnett
1301 Heron Run Drive
Wilmington, NC 28403
NCD , ENF1
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: ACKNOWLEDGEMENT OF RECEIPT
Stormwater Project No. SW8 980508
South Harbour Village
Brunswick County
Dear Mr. Burnett:
The Wilmington Regional Office received a Stormwater Management Permit Application for South
Harbour Village on June 12, 1998. Two separate checks were submitted, one for $225.00 and one for
$385.00. Only one fee is required, which is $385.00, so your check number 1053 for $225.00 is hereby
returned. A preliminary review of the project will be completed within 90 days.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
loao vowil-
M
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\980508.JUN
cc: Linda Lewis
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Division of Land Resources
Land Quality Section
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
June 16, 1998
A0 �Ir
Co
1401
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
NOTICE OF RECEIPT OF EROSION & SEDIMENTATION CONTROL PLAN
South Harbour Village Assoc., LLC
Mr. Edwin Burnett, Agent
1301 Heron Run Drive
Wilmington NC 28403
Dear Mr. Burnett:
This office has received a soil erosion and sedimentation control plan for the project listed below which
was submitted as required by the North Carolina Sedimentation Pollution Control Act (NCGS 113A-57).
Please be advised that this Act requires that all persons disturbing an area of one or more acres of land
must obtain approval of a soil erosion control plan prior to the commencement of said land disturbing activity
(NCGS 113A-54(d)(4)). The act further states that this plan must be filed a minimum of 30 days prior to the
activity and the approving authority must approve or disapprove the submitted plan within 30 days of receipt.
Failure of the approving authority to approve or disapprove the submitted plan within the 30 day period will
be deemed approval of the plan. Commencement or continuation of a land -disturbing activity under the
jurisdiction of this Act prior to the approval of an erosion and sediment control plan is a violation of the Act.
This land disturbing activity described in this plan is also subject to the Environmental Management
Commission's review of their regulations to implement stormwater controls in coastal counties (15 NCAC 2H
Section .1000). Contact the Water Quality Supervisor of the Division of Environmental Management to ensure
this activity is in conformance with their rules.
If you have questions, please do not hesitate to contact this office. Your cooperation in this matter
is appreciated and we look forward to working with you on this project.
CNM/dbd
Si?cereel , ,
Carol N. Miller
Environmental Technician
cc: Timothy L. LaBounty, PE, Sr. Engineer; Law Engineering and Environmental
WiRO-LQS
PROJECT NAME:
PROJECT NUMBER:
LOCATION:
RIVER BASIN:
SUBMITTED BY:
DATE RECEIVED BY LOS:
South Harbour Village
980611BR
SR 1101 - Brunswick County
Cape Fear
Law Engineering and Environmental
June 12, 1998
�Pl
,l C�D
127 North Cardinal Drive, Wilmington, N.C. 28405-3845 • Tephoee 910-395-3900 ® Fy910-35C2004
An Equal Opportunity Affirmative Action Employes

LAW
ENGINEERING AND ENVIRONMENTAL SERVICES, INC =:
June 12, 1998
SUN 1
1998
Ms. Linda Lewis
Department of Environment, Health, and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Subject: Stormwater Management Permit Applications
South Harbour Village
Brunswick County, North Carolina
DWQ Stormwater Project No. SW8 980508
LAW Project No. 31040-7-0839
Dear Ms. Lewis:
Law Engineering and Environmental Services, Inc. (LAW), is pleased to submit stormwater
management permit applications for the South Harbour Village project in Brunswick County,
North Carolina, on behalf of South Harbour Village Associates, LLC. The South Harbour
Village project has been divided into two separate stormwater permit application submittals -
a high density option and a low density option. The high density portion of the project
includes commercial buildings, residential buildings, a chapel, a service area, and a restaurant.
The low density portion of the project consists of four residential lots. Enclosed are two sets
of drawings and management plans for each stormwater permit application.
Feel free to contact us at [phone] if you should have any questions or wish to arrange
a time to visit the site.
Sincerely,
LAW ENGINEERING AND ENVIRONMENTAL SERVICES, INC.
4$bD�.aaa- Zt,�,A 9, 4(�
MatE. Wallace, E.I.T. Timothy L. LaBounty, P.E.
Staff Engineer Senior Engineer
cc Ed Burnett - South Harbour Village Associates, LLC
ciz
5710 OLEANDER DRIVE, SUITE 110 • WILMINGTON, NC 28403
[phone] 0 FAX [phone]

LAW RECEIVED
EIVQQEQ D
ENGINEERING AND ENVIRONMENTAL SERVICES INC.JUN 0 81998
BY.
June 8, 1998
Ms. Linda Lewis
Department of Environment, Health, and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Subject: Stormwater Management Permit
South Harbour Village
]Brunswick County, North Carolina
DWQ Stormwater Project No. SW8 980508
LAW Project No. 31040-7-0839
Dear Ms. Lewis:
Law Engineering and Environmental Services, Inc. (LAW), is pleased to submit this response
to the Division of Water Quality letter dated May 8, 1997, addressed to Mr. Lennon of South
Harbour Village Associates, LLC in Wilmington, North Carolina. The letter requests a
stormwater management application package, or a status letter, for the project site be
submitted 'by June 8, 1998. The purpose of this letter is to inform the Division of Water
Quality that the expected submittal date for the stormwater management and erosion and
sedimentation control packages is June 12, 1998, or earlier.
Feel free to contact us at [phone] if you should have any questions or wish to discuss
these matters.
Sincerely,
LAW ENGINEERING AND ENVIRONMENTAL SERVICES, INC.
Matthew E. Wallace, E.I.T.
Staff Engineer
cc Ed Burnett
Steve Morrison
5710 OLEANDER DRIVE, SUITE 110 • WILMINGTON, NC 28403
[phone] • FAX [phone]

vv
Z,312 646 308
wq
US Postal Service
Receipt for Certified Mail
No Insurance Coverage Provided.
Do not use for International Mail See reverse
Se to
& Nu ber �.
P t]ffi , State, 8r ZIP C /
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Postage
$
Certified Fee
Special Delivery Fee
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following services (for an
■Prkr ••;our name and address on the reverse of this form so that we can return this
extra fee):
cardto
to the front of the mailpiece, or on the back if space does not >
1. ❑ Addressee's Address
pemnit-
o ■ WW e'Retum Receipt Requested' on the mailplece below the article number.
2. ❑ Restricted Delivery
■The Return Receipt will show to whom the article was delivered and the date
e delivered.
Consult postmaster for fee.
0
3. Article Addressed to:
4a. Article Number
GEC
4b. Service Type
❑ Registered ❑ Certified
�! ❑ Express Mail ❑ Insured
❑ Return Receipt for Merchandise ❑ COD
7. Date of Delivery
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5. Received By: (Print Name) 6. Addressee's Addr (Ohly if requested
and fee is paid)
g 6. Signa
a
X
PS Form 3811, December 1994 102595-97-13-0179 Domestic Return Receipt

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
May 8, 1998
CERTIFIED MAIL #Z 312 646 308
RETURN RECEIPT REQUESTED
Mr. Alton Lennon
South Harbor Village, LLC
Wachovia Bank Building, Front Street
Wilmington, NC 28401
A&74 0 0
I.... I... If a
NCDENR
NORTii CAROUNA DEPARTMENT OF
ENVIRONMENT AND NQURAL RESOURCES
Subject: REQUEST FOR STORMWATER
MANAGEMENT PERAM APPLICATION
South Harbour Village Marina Tract
Stormwater Project No. SW8 980508
Brunswick County
Dear Mr. Lennon:
On May 4, 1998, the Wilmington Regional Office received a copy of the CAMA Major Permit
Application for South Harbour Village Marina Tract. The North Carolina Administrative Code requires
any projectthatmust receive either a Sedimentation and Erosion Control Plan permit and/or a CAMA
major permit to apply for and receive a Stormwater Management Permit by the Division of Water
Quality. Any construction on the subject site, prior to receipt of the required permit, willconstitlate a
violation of 15A NCAC 2H.1000 and may result in appropriate enforcement action by this Office.
Either a Stormwater Permit Application Package including 2 sets of plans, completed application
form, fee, and supporting documentation, or a written response regarding the status of this project and
the expected submittal date must be received in this Office no later than June 8, 1998, or the subject
project file will be closed and construction may experience a subsequent delay. Please reference the
Project Number above on all correspondence. If you have any questions, please call me at (910)-395-
3900.
Sincerely,
Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\STORMSUB\980508.May
cc: Delaney Aycock, Brunswick County Inspections
Steve Morrison
Jerry Parker
Linda Lewis
Central Files
127 Cardinal Dr. Fat, Wilmington, North Carolina 29405 Telephone [phone] FAX [phone]
An Equal opporta ity Affirmat-e Action Employer 50% recycled/10% post -consumer paper

������
F'ornr. DCM1 :�-1
APPLICATION,-,,e--,-��,11,,--"",,, ,� � .733
GJ (To be completed by all applicants) n
1998DD
b. City, town, community or•1 dmark
,:
1. APPLICANT
� -C, 7,,,,p IPT' �,'� MANAGEMENT
c. Street address or secondary road number
a. Landowner:
5g. /lol
Name .Souz-141711g euR ViLlAc L LC-
%/4i.Tb✓ L�n.NcnJ
Address .siv�✓Sf/'�C G ►�oRc�N L��,�o ov„vv
City 7WAv State N.G.
d. Is proposed work within city Iimits or planning
jurisdiction? Yes ✓ No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) R, VM, AT *V
.11
Zip 2g�/o/ Day Phone 9l01763-3666
Fax 3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent:
Name /✓�o9P-1,So,tiJ a. Last all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
L,.4,vD /`�%,4N.46�✓tF�-T—�2o � Luc. excavation and/or filling activities.
Address �O. (jox Z.S2,2 �rs;r.�a.,Ts aL ��'uaD�rrS/otil GIAW
IZ?✓dLoPM�'NT iylA�/A/.4 [-'oMSTr2rJ�Y�aN
City 411Gm ix/G ?cAJ State A/C .
Zip g;2eVOZ Day Phone WOAIS2-000/ b. Is the proposed activity maintenance of an existing
project, new work, or both? A/�r�/ &)o,e,r
Fax 9,�o�5�S2- 00 60
Project name (if any) ov ov
/ZZA
NOTE. Pernut will be
projea name.
2. LOCATION OF PROPOSED
PROJECT
a. County AeelAIS�.JiC-/C
c. Will the project be for public, private or commercial
use? (ZbmmLrgcI�41_
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. SEE/yl,eorvr���.r,�c-
ArserS.nM g"7-
Revised 03i55

Fe -m DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 27 ,ACRES
b. Size of individual lot(s) Taco sr= 7n _ .Ac2rS +
c. Approximate elevation of tract above MHW or
NWL _ ,3 - 9 f M 1-4 aJ
d. Soil type() and texture(s) of tract
e. Vegetation on tract ZgyoccY R-rz) M,4AZF
f. Man-made features now on tract o o4i
/3AAr-1, 4b . S709M L`A VA6a A. Se/L�
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the iocat tend use ptmt.)
►Conservation
Developed
Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
CL() C­01"016-RC/,4 Low b,1,1,1S,17Y
i. Is the proposed project consistent with the applicable
zoning? __V' Yes No
(Attach Lorin compfiatue certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes ✓ No
If yes, by whom? _ /'�.4
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes _l No
1. Are there wetlands on the site? _ZYes No
Coastal (marsh) ✓ Other ✓
If yes, has a delineation been conducted? ` �
(Anach docutnmwdort, if available)
m. Descrg existing wastewater treatment facilities.
No iy F.
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) AvoaF—
o. Describe existing drinking water supply source.
CCWA-17>' �✓Ar�,e s�!s�-f.-,
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 1/2" by II" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Revi edd nitoc

Form DCM-MP-1
TI,HK
M,�
site. Include highway or secondary road I APR T o !-76
numbers, landmarks, and the like. DIVI CERTIFICATION AND PERMISSION
& .... ��'
COASTAL MA14*E*N0_R ON L. NNI)
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies thayy,,such notice has been provided.
LF,S rXARCE CPS -SAL
Name CP 1 L
Address P.o. sox ISS1
Phone )OAL,?/6N. N.C.27601.
Name aAetIES LuFF/h5ScCIA-71 ! LG
Address 9ALToaJ LENN®A/
Phone 5 ALqEy MceAgF.1✓eRC-4 •
1k1A_—#eV1,4 54,v F7eVA17_srREP__
Name AJ&-P" aGrDA; NG .&41-0I
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
N�
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
a A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act. ,
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the C4 day of rl c , 19 2L.
Print Name .SiJ VF_ MOO-P-[Cok1
Signature
Landowner or A _ed Agent
Please indicate attachments pertaining to your proposed
project.
CM MP-2
Excavation and Fill Information
vD✓ CM MP-3
Upland Development
✓ DCM MP-4
Structures Information
CM MP-5
Bridges and Culverts
77--`DCM W-6
Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
8ma�o� nvoc

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 complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Average Final
Eidsting Project
Length Width Depth Depth
%'�o� 12®` 1—�2 MW1--4'
t I
D ;; n• ill
! '.:_e2
AP 3 "�'48
DIVI -
00ASTAL N1ANRUr- IENT
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards g p2po c y
b. Type of material to be excavated FIAZZ ZA&/D
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes -.v" No
d. Highground excavation in cubic yards /Y�V c
2. DISPOSAL, OF EXCAVATED
MATERIAL
a. Location of disposal area oiw7— IATZS. LLG
Pe&,?,r 7,4 I Soo " 70 Nine7'14 IS'-
b. Dimensions of disposal area _56o �x Voo
c. Do you claim title to disposal area?
Yes _. V� No
If no, attach a letter granting permission from the
owner.
d. Will a disposal ea be available for future
maintenance? t Yes No
If yes, where? 5,AA4E- Locwr -o"
Revised 03/95

Form`DCM-INO-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or o er wetlands?
Yes No
Does the disposal include any area in the water?
Yes _ ' No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilizati
Bulkhead =Riprap
b. Length .270
c. Average distance waterward of MHW or NWL
0 01
d. Maximum distance waterward of MHW or NWL
D'
e. Shoreline erosion during preceding 12 months
'KJO M
~ N�A(So --of information) _
f. Type of bulkhead or riprap material Gxts; C -
R2oKSnN nw-cer-lL R1 Pis Z3£ MOVED
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap /Uo V 1 CNAn�Gi= OV�2 �XJSiIN6
(2) Bulkhead back -fill R iPP-4P.
h. Type of fill material K/P94P
i. Source of fill material oAJ SiT7
If yes,
(1) Amount of material to be placed in the
water ENE—
(2) Dimensions of fill area AIIA
(3) Purpose of fill Al
b. Will fill
(marsh,
If yes,
(1)
(2)
material be placed in
SAVs or other wetlands?
Yes No
coastal wetlands
Dimensions of fill area .39 .acarS
To%4L `OZI ws 7-ZAI-I FiGG
Purpose of fill Rrx1,6&."r/AL Z)E✓-L.'16 'U
Ag-- S' eIyEuAiRo.O ltiJoR
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? 1)Rzh&—Q Mar✓hL Po E,
PuMPa T0.SPo/c. A)eI c-Aez4 A//-rl-A&44is2
Qbiv77204. 57-RuCrUeE. FILL MArWl,+L 7O SL
.SiA1i�u?� sui7,t{ GRrFSSSE£��v� i�sr2 SF.��E�2. g.4i
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
HIYDR.tVG�C L�R�D6F5. BA��No� �7o2FK:0
T2�ct'c'
c. Will wetlands be crossed in transporting equipment
to project site? Yes _v-- No
If yes, explain steps that will be taken to lessen
environmental impacts. '"IA
4. OTHER FILL A�. T I�JI � V � j V.L—
} Applicant or Pm*ect Name
(Excluding Shoreline Stabili )
1 � APR 1 31998 signature
a. Will fill aterial be brought to site? D I V I S 1 �. OF
✓ Yes No COASTAL MAr4AGEMENT Date
Revised 03195

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h.
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project. -
a. Type and number of buildings, facilities, units or
structures proposed Cam eAciAt- SQ6S -3 .
C P L- / ocr rbtcs -1 swT-i [. i.
UN?,5 Ci FvTt/RE Lo?-Oc✓NFi�S'-2cY
b. Number of lots or parcels Ar Lon
c. Density dive the number of residential units and the
units per acre) - _ 99' R vbr_WnA,C UN/7-S .
1.7 twa-_.s Rrie A ce y im R&rt D%t!f 7 *t A rzAc
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. t' 15�cerS
If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes ✓ NosV$ =cb
If yes, date submitted
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
A,rPhAQ- cati rn-
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
CP
impervious and/or built -upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. ± / / 1%
D 302MVIR
APR 13 1998
DO
DIMS!, - -)F
COASTAL MA14AGEMENT
Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes ✓ No 7-0 8F_ S,,Zm;71z b
If -yes, date submitted
Describe proposed method of sewage disposal.
PQUOSO IAL - LPP SY.S7rri ;byAez7 eCu r ?Vi+cT
CoM.tiaeei.K , 7Xt8ewrAeve1twK +re+e44s7A,7-
j. Have the facilities described in Item i. above
received state or local approval? 4fiPs>S,--zw R,vdt x_-
(Attach appropriate documentation) &CMC2-
14A%or a /sSaEd .
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff;
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
_ AID UN7'iQF.iT£e) d/SC/d�,P6 �i6oPersFl� �
_S1roRPVW,+7:R NiIwAGFrtFryrt t✓
I. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
um7y "..et SYSTZ,✓l
in. Will water be impounded? Yes _v"- No
If yes, how many acres? N
n. If the project is a oceanfront development when
was the lot(s) platted and recorded? N/
TEvg- d✓icR,2ctcN �AGFNT
Applicant or Project Name
Signature
31Ae
Date
Revised 03/9.5

Form DCM-MR4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form -to Joint Application for CAMA Major e.
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. Dock(s) ano/or Pier(s)
(1) ✓Commercial _Community _ Private
(2) Number Acczss OLr 7b FLog7a/G 1aocXS
(3) Length /30 ; .ZS'
(4) Width /o " /0.,
(5) Finger Piers '✓ Yes No
(i) Number
(ii) Length /6' To 3.2 ` f,
(iii) Width °
(6) Platform(s) Yes No rz: 774 D—r-SP"JZ
(i) Number S
(ii) Length /17 , re, cog'
(iii) Width io'
(7) Number of slips proposed 78' g.
(8) Proximity of structure to adjacent riparian
property lines /S �Eerzrma 1�3o�wss>•s�dL
(9) Width of water body VF?
(10) Water depth at waterward end of pier at
MLW or NWL > — 9
b. Boathouse (including covered lifts) N�
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) 1vIA
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) NJI,�-
(1) Length
(2) Average distance from MHW,
wetlands
(3) Maximum distance beyond MHW,
wetlands
NWL or
NWL or
APR 131998
COASTAL MA14AGEMENT
Mooring buoys VA
(1) Commercial _Community _, Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
Mooring structure (boatlift, mooring pilings, etc.)
(1) ✓` Commercial _Community — Private
(2) Number 1,51 NiooRnyc- Pitm1e_S(A-rSL1"5)
(3) Length 1 '
(4) Width A
01
Other (Give complete description)
SmVF_MveotsCN 1/IWt41
Applicant or Project Name
Signature
Date
Revised 03/95

Form DCM-NIP-6
MARINA
DEVELOPMENT
(Required for the mooring of more than 10 vessels)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
1. MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
V" Commercial Public Residential
b. Will the marina be open to the general public?
✓*� Yes No
c. If there is residential development associated with
the marina, how many units or lots are planned and
how many are currently developed?
29 GoT_ S P44NN L)_ NFL LirYFGo I�
d. Check all of the types of services to be provided.
Full service, including travel lift and/or rail
✓ Dockage, fuel, and marine supplies
Dockage ("wet slips") only
Number of slips 7&'
Dry storage
Number of boats
Boat ramp(s)
Other (describe)
e. Check below the proposed type of siting.
Land cut and access channel
Open water with dredging for basin and/or
channel
Open water, no dredging required
Other (describe)
f. Describe the typical boats to be served (for example,
open runabout, charter boats, sail boats, mixed
types). REcAtA-77oA44L PZ1s.K41XL CRA!'T
g. Typical boat length
Gv
it
ya
A P R 13
� .3F
MANAGEMENT
yd ,
h. Maximum boat length So
i. Are any floating structures planned? No
If so, describe MI
2. MARINA OPERATIONS
a. Check each of the following sanitary facilities that
will be included in the proposed project..
Office toilets
J� Toilets for patrons
Number :2-
Location bece RateSs—
Showers
Boat holding tank pumpout
Type and location R6A7,&-zzs v.�vT oAv
bc= S>57XAn
b. Describe treatment type and disposal location for all
sanitary wastewater. ` Sor n4z,#ST
c. Describe the disposal of solid waste, fish offal and
trash disposal. Qey7*,,4e2- 1-yAvi- -of—,
,S-rRincr-
d. How will overboard discharge of sewage from boats
be controlled? SG/P Lztgy ,, ,T,oA,s_
Ccet;b !'o`icY.
e. Give the location and number of "No Sewage
Discharge" signs proposed. `V on/ 1)=e rxsTEM
Revised 03/95

Form DCM-MP-6
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.
N6 1-mkmir- oeER.414SoR ssevlcz 1v
4F- or-nneea a£ynv[J r'�Ec..✓�. s'P.«
C oA17,4ml^irk/T /✓/FLC AQpaAorb P(ir-L TANKS*
g. Where will residue from vessel mainte-ance be
disposed of ? N/
h. Give the number of channel markers and "No
Wake" signs proposed. i✓oNE-
i. Give the location of fuel -handling facilities, and
describe the safety measures planned to protect area
water quality. Fyv-iAyC--ib eg H*LlhLFi3 o"
M_ i�llJ ,C�oGIC,yCoNr2o[l€>> !i' /M•��iN� ST.4lx=
�M�ier£NCS� C�i OFr= R%,4L►�,9.Tl�oc►C /.�our�
j. Describe design measures that promote boat basin
flushing or cifculation and that reduce water quality
impacts. O&V AjAMR L..4yoy%. 66zrd6L ce.,i
.�r : CL.O t,.'t � gi�i:'i✓ r'i ill a7: :.1 P �v " �:i�
NO /1-1P-rI)1,'1ri'7- /-0 C-IRcU`.47-70/U
k. What will be the marina policy on overnight and
live -board dockage? ZRAA.1s1sA r-oviceA.r&vi
�oGY�lG� ,4tr_or��I . ,do /-/vim ,4a2e&
1. Is the proposed marina located near any shellfish
leases? Yes ✓No
If yes, give the name and address of the leaseholder.
NI
m. If this project is an- expansion of an existing marrina,
what types of services are currently provided?
N�
n. How many slips are now available? NovF—
o. Is the marina proposed within a primary or
secondary nursery area? Yes ✓ . No
p. Is the marina proposed within an area open to
shellfish harvesting? Yes _� No
q. Give the location and number of "Pumpout
Available" signs proposed. 2 oN OOCK SYXrTM
i�✓� �o�� cSoN �.�G�,�
Applicant or 'ect
Signature
Date
j-
-, n y..
Revised 03195

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SCALE 1 "=60'
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-ENTRANCE
APR 131998
DIVISI,. _ OF
COASTAL MANAGEMENT
SOUTH HARBOUR VILLAGE
ELIZABETH RIVER, AIWW
BRUNSWICK COUNTY, NORTH CAROLINA
SOUTH HARBOUR VILLAGE, LLC
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