SW8030404_Historical File_20030710

' OF NATFA• Michael F. Easley, Governor
Q William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
co
r Alan W. Klimek, P.E.,Director
O -- - •C Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 10, 2003
Mr. Benjamin J. Quattlebaum, II
Wilmington Housing Authority
P.O. Box 899
Wilmington, NC 28402
Subject: Permit No. SW8 030404
Sunset South
High Density Subdivision Stormwater Project
New Hanover County
Dear Mr. Quattlebaum:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for
Sunset South on July 8, 2003. 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 2H.1000. We
are forwarding Permit No. SW8 030404, dated July 10, 2003, for the construction of the project, Sunset
South.
This permit shall be effective from the date of issuance until July 10, 2013, 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 form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447,
Raleigh, NC 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 Laurie
Munn, or me at [phone].
Sincerely,
V:)—"1—c-' V—
Rick Shiver
Water Quality Regional Supervisor
RSS/:Ism S:\WQS\STORMWAAPERMnO3O4O4.julyo3
cc: Phil Norris, P.E.
New Hanover County Inspections
Beth E. Wetherill, New Hanover County Engineering
Laurie Munn
Wilmington Regional Office
Central Files
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax 1 80, 623-7748 '

State Stormwater Management Sytterr}s '
Permit No. SW8 030404 "
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
Wilmington Housing Authority
Sunset South
New Hanover County
FOR THE
construction, operation and maintenance of 4 infiltration basins 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 July 10, 2013 and shall be subject to
the following specified conditions and limitations:.
I. DESIGN STANDARDS
1. This permit 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 subdivision is permitted
for 130 lots, each allowed 2,500 square feet of built -upon area.
3. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
'showing all such required easements, in accordance with the approved plans.
r7

State Stormwater Management Systems
Permit No. SW8 030404
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name:
Sunset South
Permit Number:
SW8 030404
Location:
New Hanover County
Applicant:
Benjamin J. Quattlebaum, II
Mailing Address:
Wilmington Housing Authority
P.O. Box 899
Wilmington, NC 28402
Application Date:
July 8, 2003
Receiving Stream/River Basin:
Cape Fear River / Cape Fear
Stream Index Number:
CPF1718-(71)
Classification of Water Body:
"SC"
Design Storm
2"
Basin Number
1 2
3
4
Drainage Area, acres:
3.72 7.02
5.2
12.3
Total Impervious Surfaces, sq. ft.:
78,829 136,500
110,461
219,249
Pond Depth, feet:
5 5
5
5.5
TSS removal efficiency:
90% 90%
90%
90%
Bottom Elevation, FMSL:
21.0 24.0
24.5
25.5
Bottom Surface Area, sq. ft.:
1,613 3,662
6,644
7,787
Permitted Storage Volume, cubic ft.:
19,667 65,701
55,451
73,608
Temporary Storage Elevation, FMSL:
25.78 27.12
27.36
30.25
Type of Soil:
Sand Sand
Sand
Sand
Expected Infiltration Rate, in/hr:
29.4 29.6
24.1
35.5
Seasonal High Water Table Elev, FMSL:
18.5 21.0
22.0
23.0
Expected time to draw down, days:
0.38 0.26
0.16
0.22
3

State Stormwater Management Systems
Permit No. SW8 030404 }
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 for the entire
lot, including driveways and sidewalks, 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.
3. If an Architectural Review Committee (ARC) is required to review plans for compliance
with the BUA limit, the plans reviewed must include all proposed built -upon area. Any
approvals,given by the ARC do not relieve the homeowner of the responsibility to
maintain compliance with the permitted BUA limit.
4. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area. The
project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit was
sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
5. The Director may determine that other revisions to; the project should require a
modification to the permit.
6. The Director may notify the permittee when the permitted site does not meet one or more
of the minimum requirements of the permit. Within the time frame specified in the notice,
the permittee shall submit a written time schedule to the Director for modifying the site to
meet minimum requirements. The permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
7. 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.
8. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
9. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted 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.
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 030404
11. Permanent seeding requirements for the stormwater control must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design
Manual.
12. The permittee shall at all times provide the operation and maintenance necessary to assure
that all components of the permitted stormwater system function 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 notlimited 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 structures, orifice, catch basins and piping.
g- Access to all components of the system must be available at all times.
13. 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.
14. 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 following covenants are intended to ensure.. ongoing compliance with State
Stormwater Management Permit Number SW8 030404, as issued by the Division
of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
C. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the State of North Carolina, Division of Water
Quality-
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot is 2,500 square feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the
pavement. Built upon area includes, but is not limited to, structures, asphalt,
concrete, gravel, brick, stone, slate, coquina and parking areas, but does not
include raised, open wood decking, or the water surface of swimming pools.
g. Lots within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built -upon area due to CAMA regulations.
h. 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.

State Stormwater Management Systems
Permit No. SW8 030404
15. Prior to transfer of the permit, the stormwater facilities must be inspected by DWQ
personnel, and determined to be in compliance with all permit conditions. Any items not
in compliance must be repaired or replaced to design condition prior to the transfer.
Records of maintenance activities performed to date will be required.
16. A copy of the recorded deed restrictions must be submitted to the Division within 30 days
of the date of recording the plat, and prior to selling lots. The recorded copy must bear the
signature of the Permittee, the deed book number and page, and stamp/signature of the
Register of Deeds.
17. 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.
18. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, coquina and parking areas, but does not include raised, open wood decking,
or the water surface of swimming pools.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director. 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,
including as may be required, but not limited to, a deed of trust, recorded deed
restrictions, Designer's Certification and a signed Operation and Maintenance plan. 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. The permittee is responsible for compliance with the terms and conditions of this permit
until such time as the Director approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit 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.
4. 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.
5. 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. .
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and reissuance or termination does not
stay any permit condition.
7. Permittee grants permission to staff of the DWQ to access the property for the purposes
of inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
0

State Stormwater Management Systems
Permit No. SW8 030404
9. 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.
Permit issued this the I Oh day of July, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
' Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 030404
VA

State Stormwater Management,Systems
Permit No. SW8 030404
Sunset South Page 1 of 2
Stormwater Permit No. SW8 030404
New Hanover County
Designer's Certification
L , as a duly registered 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.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
8

State Stormwater Management Systems
Permit No. SW8 030404
Certification Requirements:
Page 2 of 2
1. • The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of
built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
.10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, a forebay,
and the vegetated filter.
14. The dimensions of the system, as shown on the approved plan, are provided.
cc: NCUENR-D WQ Regional Office
New Hanover County Building Inspections

A&K #02282
npmr•T7 TTCR nNT V
Date Received
Fee Paid
Permit N mher
` 1
n 4 V
State of North Carolina.
Department of Environment and Natural Resources
Division of "Aster 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):
Wilmington Housing Authority
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Benjamin J. Quattlebaum, II, Executive Director
3. Mailing Address for person listed in item 2 above:
P.O. Box 899
City: Wilmington State: NC Zip: 28402
Telephone Number: [phone]
4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Sunset South
5. Location of Project (street address):
Located between Southern Blvd. and Maryland Avenue
City: Wilmington County: New Hanover
6. Directions to project (from nearest major intersection):
From intersection of US 421 and US 17, take US 17 towards Carolina Beach. Tum right onto
Southem Blvd. to Jefferson Street. Project is on the left.
7. Latitude: 340 11' 52"
Longitude: 77156' 33"
of project
8. Contact person who can answer questions about the project:
Name: Phil Norris, P.E. Telephone Number: [phone]
IL PERMIT INFORMATION
Specify whether project is (check one):
X New Renewal Modification
Form SWU-101 Version 3.99 Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
Existing permit number N/A And its issue date (if kn)wn) N/A
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1 In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Infiltration Basins
2. Stormwater runoff from this project drains to the Cape Fear River Basin.
3. Total Project Area:
28.29
S. How many drainage areas does the project have? 4
4. Project Built Upon Area: 44.19
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
UT Cape Fear River
UT Cape Fear River
Receiving Stream Class
C
C
Area
162,049 SF / 3.72
305,775 SF / 7.02 AC
Existing Impervious * Area.
983 SF / .02 AC
0
Proposed Impervious* Area
77,846 SF / 1.78 AC
136,500 SF / 3.13 AC
%Impervious* Area (total)
48.65%
44.64%
Im ious* Surface Area
Drainage Area I
Dminalp Area 2
On -site Buildings
50,983 SF / 1.17 AC
95,000 SF / 2.18 AC
On -site Streets
19,482 SF / 0.45 AC
31,219 SF / 0.72 AC
On -site Parking
0
0
On -site Sidewalks
8,364 SF / 0.19 AC
10,281 SF 1.24 AC
Other on -site
0
0
Off -site
0
0
Total: 78,829 SF / 1.81 AC
Total: 136,500 SF / 3.13 AC
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
Existing permit number And its issue date (if known)
3. Specify the type of project (check one):
Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1 In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater managemtsit for the project.
2. Stormwater runoff from this project drains to the
3. Total Project Area:
River Basin.
4. Project Built Upon Area: %
5. How many drainage area does the project have?
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 3
Area 4
Receiving Stream Name
UT Cape Fear River
UT Cape Fear River
Receiving Stream Class
C
C
Drainage Area _ _ _
227,903_S_F_/ 5.23 AC _ _
_ _
536,751 SF / 12.32 AC
Existing Impervious * Area
0
1,041 SF / 0.02 AC
Proposed Impervious* Area
110,461 SF / 2.53 AC
218 208 SF / 5.01 AC
% Impervious* Area (total)
48.49%
40.82%
Impervious* Surface Area
Dminage Area. 3
Drainage Area 4
On -site Buildings
57,500 SF / 1.32 AC
130,000 SF / 2.98 AC
On -site Streets
39,675 SF / 0.91 AC
68,794 SF / 1.58 AC
On -site Parking
0
0
On -site Sidewalks
13,286 SF / 0.31 AC
19,415 SF / 0.45 AC
Other on -site
0.
0
Off -site
0
1,041 SF / 0.02 AC
Total: 110,461 SF / 2.53 AC
Total: 219,249 SF / 5.03 AC
Impervious area is de, fined as the built upon area including, but not limited to, buildings, roads, parting areas
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

J. Now was the off -site impervious area listed above derived? Survey
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary_ significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than 2,500 square feet of any lot shall be covered by shuctwres or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick stone, slate or similar material but do not include
wood decking or the water surface of swimming pools.
Swales shall not be filled Jr; piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification
prior to construction.
5. All permitted ruw from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the 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. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for
the status and availability of these forms.
Form SWU-102
Form SWU-103
Form SW-104
Form SWU-105
Form SW-106
Form SWU-107
Form SWU-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

�q. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required infonmation by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable supplement form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment / management
Two copies of plans and specifications, including:
- Development /Project name
- Engineer and firm
- Legend
North arrow
- Scale
- Revision number & 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
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffees (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
J. Phillip Norris, P.E.
Designated agent (individual or firm): Andrew & Kuske Consulting Engineers, Inc.
Mailing Address: 902 Market Street
City: Wilmington State: NC
Phone: [phone]
VIH. APPLICANT'S CERTIFICATION
Fax: [phone]
Zip: 28401
I, (print or type name of person listed in General Information, item 2) Benjamin J. Quattlebaum, II ,
Certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions and
protective covenants will be recorded, and that the proposed project complies with the requirements of 15A NCAC
2H.1000.
Signature:
Form SWU-101 Version 3.99 Page 4 of 4
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Sunset South 02282 Type 11124-hr Rainfalr7.00"
Prepared by Andrew & Kuske Consulting Engineers, Inc. Page 5
HydroCADO 6.10 s/n 000479 01986-2002 Applied Microcomputer Systems 413/03
Pond 1 P: Infiltration Basin 1
Inflow Area = 3.720 ac, Inflow Depth = 2.82"
Inflow = 9.56 cfs @ 12.43 hrs, Volume= 0.874 of
Outflow = 3.79 cfs @ 12.96 hrs, Volume-- 0.789 af, Atten= 60%, Lag= 31.9 min
Primary = 3.79 cfs @ 12.96 hrs, Volume= 0.789 of
Routing by Stor-Ind method, Time Span= 11.00-15.00 hrs, dt= 0.01 hrs
Peak Elev= 25.09' Surf.Area= 5,575 sf Storage=14,101 cf
Plug -Flow detention time= 42.6 min calculated for 0.787 of (90% of inflow)
Storage and wetted areas determined by Prismatic sections
Elevation
Surf.Area
Inc.Store
Cum.Store
(feet)
(sq-ft)
(cubic -feet)
(cubio-feet)
21.00
1,613
0
0
22.00
2,392
2,003
2,003
23.00
3,308
2,850
4,853
24.00
4,339
3,824
8,676
25.00
5,470
4,905
13,581
26.00
6,702
6,086
19,667
nmary OutFlow Max=3.79 cfs @ 12.96 hrs HW=25.09' (Free Discharge)
=12MItratilon (Controls 3.79 cfs)
# Routing Invert Ouilet Devices
1 Primary 0.00' 0.040800 fpm Exfiiltradon over entire Surface area

Date Design Andrew and Kuske >.,
902 Market St. CONSULTING ENGINEERS, INC. Wilmington, N.C. 28401
Check Job For Job No.
ozz6z
/vr �Itia r� �t " , Z.
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Z
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f 5"rr.�6; p V* - �
/01 ?a I a F r z L/,Oe--
7T
FVITVV?-C— 60491 Go7 S
3 o e--4Tg; )e 2�5oo �F�r o T = q5i ©op 6F► I & A-G
7- srbrA6 r-Y/zhr
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/V /dL( FT 3
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go • ` * • � V � a. V !ia/ /!✓IF//"i��.w �� � �� G4� 25�
i?i'.
00 w v a47-- r.G /d-f i� 23� �,LZrl 5 F
_ 1
j7�L J r�©ins Fd 2.� -rZ r--h/C*VT"- = '
3 Z_ C.F IN4

Sunset South 02282 Type /1124-hr Rainfa1N7.00"
Prepared by Andrew & Kuske Consulting Engineers, Inc. Page 7
Systems HydraCADO 6.10 s/n 000479 01986-2002 Applied Microcomputer4/3/03
Pond 2P: Infiltration Basin 2
Inflow Area = 7.020 ac, Inflow Depth = 2.76'
Inflow = 21.53 cis @ 12.27 hrs, Volume= 1.617 of
Outflow = 9.28 cfs @ 12.66 hrs, Volume= 1.614 af, Men= 57%, Lag= 23.5 min
Primary = 9.28 cfs @ 12.66 hrs, Volume= 1.614 of
Routing by Stor-Ind method, Time Span=11.00-15.00 hrs, dt= 0.01 hrs
Peak Elev= 26.63' Surf.Area= 13,553 sf Storage= 22,139 cf
Plug-Flovj detention time= 25.2 min calculated for 1.614 of (100% of inflow)
Storage and wetted areas determined by Prismatic sections
Elevation
Surf.Area
Inc.Store
Cum.Store
(feet)
(sq-ft)
(cubic -feet)
(cubie-feet)
24.00
3,662
0
0
24.50
5,126
2,197
2,197
25.00
7,060
3,047
5,244
25.50
9,018
4,020
9,263
26.00
11,003
5,005
14,268
26.50
13,012
6,004
20,272
27.00
15,046
7,015
27,287
27.50
17,106
8,038
35,325
28.00
19,191
9,074
44,399
28.50
21,294
10,121
54,520
29.00
23,429
11,181
65,701
Primary OutFlow Mar--9.28 cfs @ 12.66 hrs HW=26.63' (Free Discharge)
t-1=ExfiltrzUon (Controls 9.28 cis)
# Routing Invert Outlet Devices
1 Primary 0.09 0.041100 fpm ExfiltraHon over entire Surface area

Date Design Andrew and Kuske Sheet
902 Market St. CONSULTING ENGINEERS, INC. Wilmington, N.C. 28401 i pt
Check Job For Job No.
DZZ��
"7Vt- 4064-7 -� ?A7,qj 50=7 / 6-- 4 3 #C-
/rn /rit�v� rv�w leo Zelo .4F . 3/ 4C
% PO4-'- 7- 09� 0 75 6F , 9/ /qC
1AV6,7- .MOC-
I-vi 7-74 f+/o Oe 5 C&WOee (
CO-*J -.:� 7-PrAe V /A G
1AW9
_ & -
re =
� - ��
j ��
//,, ��. z
m rb>
29 ►
,.,, -„�L� say. = l'G, 9 -7 5 F
2 1 /fie [ocjc. sF = 13� 3 3 CF--

Sunset South 02282 Type 1N 24-hr RainfaN=7.00"
Prepared by Andrew & Kuske Consulting Engineers, Inc. Page 9
HvdroCAI6 6.10 sln 000479 C 1986-2002 Ann ied Microm mnuter Svstems AM101
Pond 313: Infiltration Basin 3
Inflow Area = 5.230 ac, Inflow Depth = 2.99"
Inflow = 18.98 cfs @ 12.22 hrs, Volume= 1.305 of
Outflow = 5.91 cfs @ 12.66 hrs, Volume= 1.301 af, Atten= 69%, Lag= 26.7 min
Primary = 5.91 cfs @ 12.66 hrs, Volume= 1.301 of
Routing by Stor-Ind method, Time Span=11.00-15.00 hrs, dt= 0.01 hrs
Peak Elev= 26.79' Surf.Area=10,581 sf Storage=19,626 cf
Plug -Flow detention time= 31.0 min calculated for 1.298 of (100% of inflow)
Storage and wetted areas determined by Prismatic sections
Elevation
Surf.Area
Inc.Store
Cum.Store
(feet)
(sq-ft)
(cubic -feet)
(cubic -feet)
24.50
6,644
0
0
25.00
7,453
3,524
3,524
25.50
8,292
3,936
7,461
26.00
9,159
4,363
11,823
26.50
10,054
4,803
16,627
27.00
10,978
5,258
21,885
27.50
11,927
5,726
27,611
28.00
12,901
6,207
33,818
28.50
13,901
6,701
40,518
29.00
14,927
7,207
47,725
29.50
15,976
7,726
55,451
nmary Outflow Max--5.91 cfs @ 12.66 hrs HW=26.79' (Free Discharge)
F-A=ExfiWaUon (Controls 5.91 cfs)
# Routin_g Invert Outlet Devices
1 Primary 0.00' 0.033500 fpm Exfiltration over entire Surface area

Date Design Andrew and Kuske She t
902 Market St. CONSULTING ENGINEERS, INC. Wilmington, N.C. 28401 Of
Check Job or Job No,
I
dzZ�
vl?� 1 "', �/
&aV79- := � `2�5 ! '5F 117,,,3 Z- 5
r7'rovCe 00CIG 1/ 7F7,,a rl®
v~ c-i►a t— 47e f 7 ��
7-0r*l - e*91'Z4'l -5r-
r-VTvrp6 �� c.� �2 r o r 5 � 25oo -6FIST
/ t3o�
r 57va-c-
/z
_ 1� & rT
3 O 3
g
04-Al 6774-&- / r Svc �
57V4f%4,f,-' 00-.77W= S6,45 4,.� / -6 O)e- F-*&6 1� 7 0 -7 -5, P
-lma-e� v5Y4 = so-Z5 '-j/
N1�4-yc, 57M*alt!�- = j, , DO W 1 54 Q-r4v ham-
25 r4Z 5; / = 1
5'9, 4l 15 CO= s 'L�` 0 3 u &Flt4e- ' 2 # 54� ae �Cp 1 ! air

Sunset South 02282
Prepared by Andrew & Kuske Consulting Engineers, Inc.
Pond 4P: Infiltration Basin 4
Type 11124-hr Rainfall=7.00"
Page 11
Inflow Area = 12.320 ac, Inflow Depth = 2,84"
Inflow = 37.76 cis @ 12.28 hrs, Volume-- 2.914 of
Outflow = 12.94 cfs @ 12.76 hrs, Volume= 2.845 af, Atten= 66%, Lag= 28.8 min
Primary = 12.94 cfs @ 12.76 hrs, Volume= 2.845 of
Routing by Stor-Ind method, Time Span=11.00-15.00 hrs, dt= 0.01 hrs
Peak Elev= 29.38' Surf.Area=15,753 sf Storage= 45,121 cf
Plug -Flow detention time= 36.2 min calculated for 2.838 of (97% of inflow)
Storage and wetted areas determined by Prismatic sections
Elevation
Surf.Area
Inc.Store
Cum.Store
(feet)
(sq-ft)
(cubic -feet)
(dubic-feet)
25.50
7,787
0
0
26.00
8,694
4,120
4,120
26.50
9,641
4,584
8,704
27.00
10,629
5,068
13,772
27.50
11,650
5,570
19,341
28.00
32,700
6,088
26,429
28.50
13,780
6,620
32,049
29.00
14,887
7,167
39,216
29.50
16,020
7,727
46,942
30.00
17,177
8,299
55,242
30.50
18,360
8,884
64,126
31.00
19,569
9,482
73,608
Primary OutFlow Max=12.94 cfs @ 12.76 hrs HW=29.38' (Free Discharge)
'L 1=Filtration (Controls 12.94 cfs)
# Routing Invert Outlet Devices
1 Primary 0.00' 0.049300 fpm Exiltration over entire Surface area

Sunset Sough 02282 Type N124-hr Rainfall= 7. 00"
Prepared by Andrew & Kuske Consulting Engineers, Inc. Page 1
HvdroCAD® 6.10 sln 000479 ®1986-2002 ADolied Micxnmmouter Svstems dInm-q
Subcatchment IS: Drainage Area I
Runoff - 9.56 cfs @ 12.43 hrs, Volume= 0.874 af, Depth= 2.82"
Runoff by SCS TR-20 method, UH=SCS, Time Span--11.00-15.00 hrs, dt-- 0.01 hrs
Type III 24-hr Rainfall=7.00"
Area (ac) CN Description
3.060 68 <50% Grass cover, Poor, HSG A
0.660 98 Paved parking & roofs
3.720 73 Weighted Average
Tc Length Slope Velocity Capacity Description
26.3 300 0.0100 0.2 Sheet Flow, Grassed Area
Grass: Short n= 0.150 P2= 4.5U'
4.6 640 0.0015 2.3 4.07 Circular Channel (pipe), Pipe flow
___ Diam=18.0" Area=1.8 sf Perim= 47 r- 0.38' n= 0.013
30.9 940 Total
Subcatchment IS: Drainage Area i
Hydrograph
Time (hours)
113 Runoff

Sunset South 02282 Type 11124-hr Rainfall=7.00N
Prepared by Andrew & Kuske Consulting Engineers, Inc. Page 2
HydroCADI) 6.10 s/n 000479 01986-2002 Applied Microcomputer Systems 4/3/03
Subcatchment 2S: Drainage Area 2
Runoff = 21.53 cfs @ 12.27 hrs, Volume= 1.617 af, Depth= 2.76"
Runoff by SGS 'ERR-20 method, UH=SCS, Time Span=11.00-15.00 hrs, dt= 0.01 hrs
Type III 24-hr Rainfaii=7.00"
Area (ac) CN Description
6.070 68 <50% Grass cover, Poor, HSG A
0.950 98 Paved parking & roofs
7.020 72 Weighted Average
Tc
Length
Slope
Velocity Capacity
Description
(min)
(feet)
(ft/ft)
(ft/sec) (cfs)
15.1
150
0.0100
0.2
Sheet Flow, grassed area
Grass: Short n= 0.150 P2= 4.59'
4.3
600
0.0015
2.3 4.07
Circular Channel (pipe), pipe flow
.
Diam= 18Z Area= 1.8 sf Perim= 4.T r= 0.M n= 0.013
19.4 750 Total
Subcatchment 2S: Drainage Area 2
Hydrograph
Time (hours)
p Runoff

Sunset South 02282 Type U/ 24-hr Rainfall=7.00'
Prepared by Andrew & Kuske Consulting Engineers, Inc. Page 3
HvdroCAD® 6.10 s/n 000479 01986-2002 Aanlied Microcomputer Svstems 4/3/03
Subcatchment 3S: Drainage Area 3
Runoff = 18.98 cis c@ 12.22 hrs, Volume= 1.305 af, Depth= 2.99'
Runoff by SCS TR-20 method, UH=SCS, Time &pan=11.00-15.00 hrs, dt= 0.01 hrs
Type III 24-hr Rainfaii=7.00"
Area (ac) CN Description
4.010 68 <50% Grass cover, Poor, HSG A
1.220 98 Paved parking & roofs
5.230 75 Weighted Average
Tc
Length
Slope
Velocity Capacity
Description
(min)
(feet)
(ft/ft)
. (ft/sec) (cfs)
10.9
100
0.0100
0.2
Sheet Plow, grassed any
Grass: Short n= 0.150 P2= 4.50"
4.7
650
0.0015
2.3 4.07
Circular Channel (pipe), pipe flow
Dian= 18.0" Area-- 1.8 sf Perim= 4.7' r- 0.38' n= 0.013
15.6 750 Total
Subcatchment 3S: Drainage Area 3
Hydrograph
.. ..................... .... .................
21 ------------ . ---......
20 '_------------------- -- - -- -----------U
19 ...............................................
18 ----------------- _--------- -------------------.
17................................................
1------------ ------------------------._-----
1 _..-------- ------------------ -- -- -- ---
14 - -------------- ----------------------------------
13 ------- ------------------------------------
12 ---- --- ----------------------------------- --
`� 71 ------ - ------ --I-- - --
- 10 - --------------------------------------.------
11

Sunset South 02282 Type l/l 24-hr Rainfall=7.00"
Prepared by Andrew & Kuske Consulting Engineers, Inc. Page 4
HydroCAD® 6.10 s/n 000479 019W2002 Applied Microcomputer Systems 4/3103
Subcatchment 4S: Drainage Area 4
Runoff = 37.76 cis c@ 12.28 hrs, Volume= 2.914 af, Depth= 2.84'
Runoff by SCS TR-20 method, UH=SCS, Time Span=11.00-15.00 hrs, dt= 0.01 hrs
Type Ill 24-hr Rainfall=7.00"
Area (ac) CN Description
10.270 68 <500/o Grass cover, Poor, HSG A
2.050 98 Paved parking & roofs
12.320 73 Weighted Average .
Tc
Length
Slope
Velocity Capacity
Description
(min)
(feet)
. (ftfft)
(ft/sec) (cfs)
15.1
150
0.0100
0.2
Sheet Flow, grassed area
Grass: Short n= 0.150 P2= 4.50"
5.6
780
0.0015
2.3 4.07
Circular Channel (pipe), pipe flow
Diam= 18.0" Area= 1.8 sf Perim= 4.7' r= 0.36 n= 0.013
20.7 930 Total
Subcatchment 4S: Drainage Area 4
Hydrograph
a Runoff
11 12 13 14 15
Time (hours)

Sunset South 02282
Type M 24-hr Rainfall= 7. 00"
Prepared by Andrew & Kuske Consulting Engineers, Inc. Page 6
HydroCAD® 6.10 s/n 000479 019W2002 Applied Microcomputer Systems 4/3/03
Pond 1P: Infiltration Basin 1
Hydrograph
p inflow
I El Primary
Time (hours)

Sunset South 02282 Type 11124-hr Rainfall=7.00"
Prepared by Andrew & Kuske Consulting Engineers, Inc. Page 8
w,.rimr _ervm R 1 n do mU70 ® 1 am-i nq 4nnlind Mimnrmmmi rtar GvcFamc dl' /O-'A
Pond 213: Infiltration Basin 2
Hydrograph
© inflow
p Primary
1 12 13 14
Time (hours)

Time (hours)

Sunset South 02282 Type N 24-hr Rainfaii=7.00"
Prepared by Andrew & Kuske Consulting Engineers, Inc. Page 12
HVdroCAD® 6.10 Sln OOM79 0198&2002 Anolied Minmmmm*Pr Svctpms a MIM
Pond 4P: Infiltration Basin 4
Hydrograph
a mm
p Primary
Time (hours)

Sunset South 02282
Prepared by Andrew & Kuske Consulting Engineers, Inc.
Subcatchment 1S: Drainage Area 1
Type 111 24-hr RainfalN8.00"
Page 1
Runoff = 11.68 cis @ 12.43 hrs, Volume-- 1.068 af, Depth= 3.44"
Runoff by SCS TR-20 method, UH=SCS, Time Span=11.00-15.00 hrs, dt= 0.01 hrs
Type III 24-hr Rainfall=8.00"
Area (ac) CN Description
3.060 68 <50% Grass cover, Poor, HSG A
0.660 98 Paved parking & roofs
3.720 73 Weighted Average
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
26.3 300 0.0100 0.2 Sheet Flow, Grassed Area
Grass: Short n= 0.150 P2= 4.50"
4.6 640 0.0015 2.3 4.07 Circular Channel (pipe), Pipe flow
Nam= 18.9' Area= 1.8 sf Perim= 47 r= 0.38' n= 0.013

Sunset South 02282 Type H/ 24-hr Rainfa11=8.00"
Prepared by Andrew & Kuske Consulting Engineers, Inc. Page 2
HydroCADD 6.10 s/n 000479 01986-2002 Applied Microcomputer Systems 4/3/03
Subcatchment 2S: Drainage Area 2
Runoff - 26.41 cis @ 12.27 hrs, Volume= 1.979 af, Depth= 3.W'
Runoff by SCS TR-20 method, UH=SCS, Time Span=11.00-15.00 hrs, dt= 0.01 hrs
Type III 24-hr Rainfall=8.00"
Area (ac) CN Description
6.070 68 <50% Grass cover, Poor, HSG A
0.950 98 Paved parking & roofs
7.020 72 Weighted Average
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) j Esec) (cfs)
15.1 150 0.0100 0.2 Sheet Flow, grassed area
Grass: Short n= 0.150 P2= 4.50"
4.3 600 0.0015 2.3 4.07 Circular Channel (pipe), pipe flow
Diam=18.0" Area=1.8 sf Perim= 4.T r= 0.38' n= 0.013
19.4 750 Total
Subcatchment 2S: Drainage Area 2
Hydrogmph
-----------------------...................................................-------------- -----------•- Runoff
.41.;is
-------- ------------ --------------
_---------------------------------------------- ------
-------------------------------------------- ................. .......................
:.............---------- I ---- --------- --- - --------.---.................
...... .................. ....... ...--........ -- -----------....................
--------------------------------------.....--..............................................
1 12 13 14
Time (hours)
15

Sunset South 02282 Type 11124-hr Rainfall=8.00"
Prepared by Andrew & Kuske Consulting Engineers, Inc. Page 3
HydroCAD® 6.10 s/n 000479 01986-2002 Applied Microcomputer Systems 4/3103
Subcatchment 3S: Drainage Area 3
Runoff - 23.00 cfs @ 12.22 hrs, Volume-- 1.579 af, Depth= 3.62"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 11.00-15.00 hrs, dt= 0.01 hrs
Type III 24-hr Rainfall=8.W'
Area (ac)
CN
Description
4.010
68
<50% Grass cover, Poor, HSG A
1.220
98
Paved parking & roofs
5.230
75
Weighted Average
Tc
Length
Slope
Velocity Capacity
Description
(min)
(feet)
(ft/it)
(ft/sec) (cfs)
10.9
100
0.0100
0.2
Sheet Flow, grassed area
Grass: Short n= 0.150 P2= 4.59'
4.7
650
0.0015
2.3 4.07
Circular Channel (pipe), pipe flow
Diam= 18.0" Area=1.8 sf Perim= 4.7' r= 0.38' n= 0.013
15.6 750 Total
Subcatchment 3S: Drainage Area 3
Hydrograph
113 Runoff
11 12 13 14 15
Time (hours)

Sunset South 02282 Type 111 24-hr Rainfall=8.00"
Prepared by Andrew & Kuske Consulting Engineers, Inc. Page 4
HvdroCAD® 6.10 s!n 000479 01986-2002 Aodied MicrocOmouter Svstems 413/03
Subcatchment 4S: Drainage Area 4
Runoff = 46.14 ds @ 12.28 hrs, Volume= 3.553 af, Depth= 3.46"
Runoff' by SCS TR-20 method, UH=SCS, Time Span=11.00-15.00 hrs, dt= 0.01 hrs
Type Ill 24-hr Rainfall=8.00"
Area_(ac) CAI Description
10.270 68 <50% Grass cover, Poor, HSG A
2.050 98 Paved parking & roofs
12.320 73 Weighted Average
Tc Length
Slope
Velocity
Capacity Description
(min) (feet)
(ft/ft).
(ft/sec)
(ds)
15.1 150
0.0100
0.2
Sheet Flow, grassed area
Grass: Short n= 0.150 P2= 4.W'
5.6 780
0.0015
2.3
4.07 Circular Channel (pipe), pipe flow
Diam= 18.9' Area=1.8 sf Perim= 4.7' r- 0.38' n= 0.013
20.7 930 Total
Subcatchment 4S: Drainage Area 4
Hydrograph
Time (hours)
p Runoff

Sunset South 02282 Type 11124-hr Rainfall=8.00"
Prepared by Andrew & Kuske Consulting Engineers, Inc. Page 5
HvdroCAM 6.10 s!n 000479 01986-2002 Anolied Miemmmnuter Svstems dl�In�
Pond 1 P: Infiltration Basin 1
Inflow Area = 3.720 ac, Inflow Depth = 3.44"
Inflow = 11.68 cfs @ 12.43 hrs, Volume= 1.068 of
Outflow = 4.37 cfs @ 12.98 hrs, Volume= 0.928 af, Atten= 630/6, Lag= 33.2 min
Primary = 4.37 cfs @ 12.98 hrs, Volume= 0.928 of
Routing by Stor-Ind method, Time Span=11.00-15.00 hrs, dt= 0.01 hrs
Peak Elev= 25.79 Surf.Area= 6,432 sf Storage=18,332 cf
Plug -Flow detention time= 47.4 min calculated for 0.928 of (87% of inflow)
Storage and wetted areas determined by Prismatic sections
Elevation
Surf.Area
Inc.Store
Cum.Store
(feet)
(sq-ft)
(cubic -feet)
(cubic -feet)
21.00
1,613
0
0
22.00
2,392
2,003
2,003
23.00
3,308
2,850
4,853
24.00
4,339
3,824
8,676
25.00
5,470
4,905
13,581
26.00
6,702
6,086
19,667
Primary OutFlow Max--4.37 cfs @ 12.98 hrs HW=25.7& (Free Discharge)
L1=Exfi1tration (Controls 4.37 cfs)
# Routing Invert Outlet Devices
1 Primary 0.W 0.040800 fpm Ex M-Mion over entire Surface area

Sunset South 02282
Type Ill 24-hr Rainfall=8.00"
Prepared by Andrew & Kuske Consulting Engineers, Inc. Page 6
HydnoCAD® 6.10 s/n 000479 01986-2002 Applied Mia=mputer Systems 413103
Pond 1P: Infiltration Basin 1
Hydrograph
® Inflow
® Primary
Time (hours)

Sunset South 02282 Type /ll 24-hr Rainfall=8.00"
Prepared by Andrew & Kuske Consulting Engineers, Inc. Page 7
F lydroCADO 6.10 s/n 000479 01986-2002 Applied Mb=mputer Systems 4/3103
Pond 2P: Infiltration Basin 2
Inflow Area = 7.020 ac, Inflow Depth = 3.38"
Inflow = 26.41 cis @ 12.27 hrs, Volume= 1.979 of
Outflow - 10.65 cfs @ 12.67 hrs, Volume-- 1.951 af, Atten= 60%, Lag= 24.5 min
Primary = 10.66 cfs @ 12.67 hrs, Volume= 1.951 of
Routing by Stor Ind method, Time Span=11.00-15.00 hrs, dt= 0.01 hrs
Peak Elev= 27.12' Surf.Area= 15,541 sf Storage= 29,217 of
Plug -Flow detention time= 30.3 min calculated for 1.947 ai (98% of inflow)
Storage and wetted areas determined by Prismatic sections
Elevation
Surf.Area
Inc.Store
Cum.Store
(feet)
(sq-ft)
(cubic feet)
(cubic -feet)
24.00
3,662
0
0
24.50
5,126
2,197
2,197
25.00
7,060
3,047
5,244
25.50
9,018
4,020
9,263
26.00
11,003
5,005
14,268
26.50
13,012
6,004
20,272
27.00
15,04E
7,015
27,287
27.50
17,106
8,038
35,325
28.00
19,191
9,074
44,399
28.50
21,294
10,121
54,520
29.00
23,429
11,181
65,701
Primary OutFlow Max=10.65 cis @ 12.67 hrs HW=27.1Z (Free Discharge)
t 1=Efittration (Controls 10.65 cis)
# Routing Invert Outlet Devices
1 Primary 0.00' 0.041100 fpm Exfltration over entire Surface area

Sunset South 02282 Type Ili 24-hr Rainfalf=8.00"
Prepared by Andrew & Kuske Consulting Engineers, Inc. Page 8
HydroCAD® 6.10 s/n 000479 01986-•2002 Applied Microcomputer Systems 4/3103
Pond 2P: Infiltration Basin 2
Hydrograph
............ ...... .------------------------- ....-........ .-------- ... -- ...................---------............_...---- ------------------------------------- --------------- Mflow
28 .-
2B.41 C�5----------............. ... .............. ..----------------------- - Primary
-"----------------------------------------------=---- -- -- . -- -- .......,.._.._...__..------------------------------- ------------------------
26
"
----------------- -----------...... ......... ............................. :------.._._.---- -----------_..._-- - - -- ------------------- --------------------------
24
22 fa�
20
---- ---------------- ---- . - = -
w18 --------------------------
16.......................................- -------------------+-------------------------------------------_--- .. --------------------------------------
_0 14 '
............................................ _...... _----------- ._........................... --------- --------------------------------------
12------------------------------------------ 10,65 Cf5 - -....................................
10 "
• --------------------------------------
.....-- .................... ----- - - - --------- ----------------------
---------------------------------------
11 12
Time (hours)
U-1

Sunset South 02282 Type 11124-hr Rainfall=8.00"
Prepared by Andrew & Kuske Consulting Engineers, Inc. Page 9
HydroCADO 610 s!n 000479 01986-2002 Applied Microcomputer Systems 4/3103
Pond 3Pe Infiltration Basin 3
Inflow Area = 5.230 ac, Inflow Depth = 3.62"
Inflow = 23.00 cis @ 12.22 hrs, Volume= 1.579 of
Outflow = 6.51 cis @ 12.68 hrs, Volume= 1.534 af, Atten= 72%, Lag= 28.1 min
Primary = 6.51 cis @ 12.68 hrs, Volume= 1.534 of
Routing by Stor-Ind method, Time Span=11.00-15.00 hrs, dt= 0.01 hrs
Peak Elev= 27.36' Surf.Area=11,662 sf Storage= 26,010 cf
Plug -Flow detention time= 40.2 min calculated for 1.534 of (97% of inflow)
Storage and wetted areas determined by Prismatic sections
Elevation
Surf.Area
Inc.Store
Cum.Store
(feet)
(sq-ft)
(cubic -feet)
(cubic -feet)
24.50
6,644
0
0
25.00
7,453
3,524
3,524
25.50
8,292
3,936
7,461
26.00
9,159
4,363
11,823
26.50
10,054
4,803
16,627
27.00
10,978
5,258
21,885
27.50
11,927
5,726
27,611
28.00
12,901
6,207
33,818
28.50
13,901
6,701
40,518
29.00
14,927
7,207
47,725
29.50
15,976
7,726
55,451
Primary OutFlow Mar--6.51 cfs @ 12.68 hrs HW=27.36' (Free Discharge)
L1=Exfiltration (Controls 6.51 cis)
it Routing Invert Outlet Devices
1 Primary 0.00' 0.033600 fpm Exiittration over entire Surface area

U
11
is 14
Time (hours)
15

Sunset South 02282
Prepared by Andrew & Kuske Consulting Engineers, Inc.
HvdroCAD® 6.10 sin 000479 01986-2002 Applied Micr=mpute
Pond 4P: Infiltration Basin 4
Type 111 24-hr Rainfall=8.00"
Page 11
Inflow Area = 12.320 ac, Inflow Depth = 3.46"
Inflow - 46.14 cfs @ 12.28 hrs, Volume= 3.553 of
Outflow = 14.59 cfs @ 12.79 hrs, Volume= 3.285 af, Atten= 68%, Lag= 30.2 min
Primary = 14.59 cfs @ 12.79 hrs, Volume= 3.285 of
Routing by Stor-Ind method, Time Span= 11.00-16.00 hrs, dt-- 0.01 hrs
Peak Elev= 30.26 Surf.Area=17,759 sf Storage= 59,613 cf
Plug -Flow demon time-- 43.9 min calculated for 3.276 of (92% of inflow)
Storage and wetted arms determined by Prismatic sections
Elevation
Surf.Area
Inc.Store
Cum.Store
(feet)
(sq-ft)
(cubic -feet)
(cubic -feet)
- 25.50
7,787
0
0
26.00
8,694
4,120
4,120
26.50
9,641
4,584
8,704
27.00
10,629
5,068
13,772
27.50
11,650
5,570
19,341
28.00
12,700
6,088
25,429
28.50
13,780
6,620
32,049
29.00
14,887
7,167
39,216
29.50
16,020
7,727
46,942
30.00
17,177
8,299
55,242
30.50
18,360
8,884
64,126
31.00
19,569
9,482
73,608
nmary OutFlow► Max=14.59 cfs @ 12.79 hrs HW=30.25' (Free Discharge)
=ExfilbzUon (Controls 14.59 cfs)
# Routing Invert Outlet Devices
1 Primary 0.09 0.049300 fpm ExfiltmUon over entire Surface area

11
I
. ......................... ---------------------
30- ............................. -------------
0 m ............. .............................
I
11
12
13
Time (hours)
15

Sunset South 02282
Prepared by Andrew & Kuske Consulting Engineers, Inc.
HvdmCAIM 6.10 s/n 000479 01986-2002 Applied Micrommpute
Type 11124-hr Rainfall=9.00"
Page 1
Subcatchrnent 1S: Drainage Area 1
Runoff = 13.83 cfs @ 12.42 hrs, Volume-- 1.264 af, Depth= 4.W'
Runoff by SCS TR-20 method, UH=SCS, Time Span=11.00-15.00 hrs, dt= 0.01 hrs
Type III 24-hr Rainfall=9.00"
_ Area (ac) CN Description
3.060 68 <50% Grass cover, Poor, HSG A
_ 0.660 98 Paved parking & roofs -
3.720 73 Weighted Average
Tc Length Slope Velocity Capacity Description
(min) Meet) (ft(ft) (ft/sec) (cfs)
26.3 300 0.0100 0.2 Sheet Flow, Grassed Area
Grass: Short n= 0.150 P2= 4.W'
4.6 640 0.0015 2.3 4.07 Circular Channel (pipe), Pipe flow
Diam= 18Z Area=1.8 sf Perim= 4.7' r= 0.38' n= 0.013
30.9 940 Total
Subcatchment 1S: Drainage Area 1
Hydrograph
- _----------- --------------------------------------------------------......_.. - -
p Runoff
15
................
1�.$3 cis -. ... . ............................................-- ...--... ............--------------- ----------------
14 "
11 12 13 14 1
Time (hours)

I
Sunset South 02282 Type Ill 24-hr Rainfall=9.00"
Prepared by Andrew & Kuske Consulting Engineers, Inc. Page 2
Wve1rrT!.AM 6 10 sin OW479 ®1986-2002 Annlied Micr000mputer Systems 4/3103
Sub.-atchment 2S: Drainage Area 2
Runoff = 31.36 cfs @ 12.26 hrs, Volume= 2.347 af, Depth= 4.01"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 11.00-15.00 hrs, dt= 0.01 hrs
Type III 24-hr Rainfall=9.00"
Area (ac) CN Description
6.070 68 <50% Grass cover, Poor, HSG A
0.950 98 Paved parking & roofs
7.020 72 Weighted Average
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
15.1 150 0.0100 0.2 Sheet Flow, grassed area
Grass: Short n= 0.150 P2= 4.50"
4.3 800 0.0015 2.3 4.07 Circular Channel (pipe), pipe flow
Diam=18.0" Area= 1.8 sf Perim= 4.7' r- 0.38' n= 0.013
19.4 750 Total
Subcatchment 2S: Drainage Area 2
Hydmgraph
- ----------------------------------------------------------...---.----------------------_------------------------------------------------ -
- - -- ------------ - - - --- ...— • - { 0 Runoff
34 .............. .-------------------- -- -------------------------------------
..................................
"
31.36 cis
32
30 --------------------- -- -- - ----------- ---. .....---------------------------:..... .................... ---------------------------- ............ .............................
28 ` _ ....................... ---------------------------------...------ - =------------- -- ......--......---
26 ." ' ............................... .. . ........... + ... -.............. --------_----- .......... ---- ..............----------------------------------------------------
24 ------------------------------------------ ----------------------
22 "
a
20
16 " -- ---- -------------------------------------------
U. 16 ............. ............. .......__----------- ................. ,--------------- .----------------------------------- .-------------------------- ._--...__.__._.._.___.-
________ _____________....--..-.--..-..____------___----
12 -------------------------------------------
- .. .. ............ ... ------------------......------------.---------------
10 - - - ---------------------------------------------
.............. ......- - - ................ ....._ --- ----- -- ----- -
11 12 13
rime (hours)
14

Sunset South 02282 Type 11/24-hr Rainfall=9.00"
Prepared by Andrew & Kuske Consulting Engineers, Inc. Page 3
HydroCAD® 6.10 s/n 000479 01986-2002 Applied Microcomputer Systems 4/3103
Subcatchment 3S: Drainage Area 3
Runoff = 27.05 cfs @ 12.21 hrs, Volume= 1.855 af, Depth= 4.26"
Runoff by SCS TR-20 method, UH=SCS, Time Span=11.00-15.00 hrs, dt= 0.01 hrs
Type III 24-hr Rainfall=9.W'
Area (ac)
CN
Description
4.010
68
<50% Grass cover, Poor, HSG A
1.220
98
Paved parking & roofs
5.230
75
Weighted Average
Tc
Length
Slope
Velocity Capacity
Description
(min)
(feet)
(ft/ft)
(ft/sec) (cfs)
10.9
100
0.0100
0.2
Sheet Flow, grassed area
Grass: Short n= 0.150 P2= 4.W'
4.7
650
0.0015
2.3 4.07
Circular Channel (pipe), pipe flow
Diam=18.0" Area= 1.8 sf Perim= 4.T r= 0.38' n= 0.013
15.6 750 Total
F
V
9 a
Subcatchment 3S: Drainage Area 3
Hydrograph
Time (hours)
p Runoff

Sunset South 02282 Type Ill 24-hr Rainfall=9.00"
Prepared by Andrew & Kuske Consulting Engineers, Inc. Page 4
H droCAD®610 s/n 000479 01986-2002 Applied Microcomputer Systems 413/03
Subcatchment 4S: Drainage Area 4
Runoff = 54.62 cfs @ 12.28 hrs, Volume= 4.201 af, Depth= 4.09"
Runoff by SCS TR-20 method, UH=SCS, Time Span=11.00-15.00 hrs, dt= 0.01 hrs
Type III 24-hr Rainfall=9.00"
Area (ac) Chl Description
10.270 68 <50% Grass cover, Poor, HSG A
2.050 98 Paved parking & roofs
12.320 73 Weighted Average
Tc Length Slope
min) (feet) (ft/ft)
15.1 150 0.0100
5.6 780 0.0015
20.7 930 Total
Capacity Description
0.2 Sheet Plow, grassed area
Grass: Short n= 0.150 P2= 4.50"
2.3 4.07 Circular Channel (pipe), pipe flow
Diam= 18.0" Area=1.8 sf Perim= 4.7' r- 0.38' n=
Subcatchment 4S: Drainage Area 4
Hydrograph
Time (hours)

Sunset South 02282
Prepared by Andrew & Kuske Consulting Engineers, Inc.
Type /1124-hr Rainfa11=9.00"
Page 5
Pond 7P: Infiltration Basin 1
Inflow Area = 3.720 ac, Inflow Depth = 4.08"
Inflow = 13.83 cfs @ 12.42 hrs, Volume= 1.264 of
Outflow = 4.98 cfs @ 12.99 hrs, Volume= 1.064 af, Atten= 64%, Lag= 34.1 min
Primary = 4.98 cfs @ 12.99 hrs, Volume= 1.064 of
Routing by Stor-Ind method, Time Span=11.00-15.00 hrs, dt= 0.01 hrs
Peak Elev= 26.51' Surf.Area= 6,702 sf Storage= 22,756 cf
Plug -Flow detention time= 50.8 min calculated for 1.061 of (84% of inflow)
Storage and wetted areas determined by Prismatic sections
Elevation
Surf.Area
Inc.Store
Cum.Store
(feet)
(sq it)
(cubic4W)
(cubic -feet)
21.00
1,613
0
0
22.00
2,392
2,003
2,003
23.06
3,308
2,850
4,853
24.00
4,339
3,824
8,676
25.00
5,470
4,905
13,581
26.00
6,702
6,086
19,667
nmary OutFlow, Max=4.56 cfs @ 12.99 hrs HW=26.51' (Free Discharge)
=Exflltradon (Controls 4.56 cfs)
# Routing Invert Outlet Devices
1 Primary 0.00' 0.040800 fpm ExHitration over entire Surface area

Sunset South 02282 Type 11124-hr Rainfa1N9.00"
Prepared by Andrew & Kuske Consufting Engineers, Inc. Page 6
HydroCAD®610 s/n 000479 01986-2002 Applied Microcomputer Systems 4003
Pond 1 P: Infiltration Basin 1
Hydrograph
p inflow
p Primary
Time )hours)

Sunset South 02282
Prepared by Andrew & Kuske Consulting Engineers, Inc.
HVdmCADO 6.10 sln 000479 019W2002 Applied Microcompute
Pond 2P: Infiltration Basin 2
Type 1I/ 24-hr Rainfall=9.00"
Page 7
Inflow Area = 7.020 ac, Inflow Depth = 4.01"
Inflow = 31.36 cis @ 12.26 hrs, Volume= 2.347 of
Outflow = 11.95 cis @ 12.69 hrs, Volume= 2.277 af, Atten= 62%, Lag= 25.4 min
Primary = 11.95 cis @ 12.69 hrs, Volume= 2.277 of
Routing by Stor-Ind method, Time Span= 11.00-15.00 hrs, dt= 0.01 hrs
Peak Elev= 27.58' Surf.Area=17,438 sf Storage= 36,770 cf
Plug -Flow detention time= 35.0 min calculated for 2.271 of (971/6 of inflow)
Storage and wetted areas determined by Prismatic sections
Elevation
Surf.Area
Inc.Store
Cum.Store
(feet)
(sq-ft)
(cubic -feet)
(cubic -feet)
24.00
3,662
0
0
24.50
5,126
2,197
2,197
25.00
7,060
3,047
5,244
25.50
9,018
4,020
9,263
26.00
11,003
5,005
14,268
26.50
13,012
6,004
20,272
27.00
15,046
7,015
27,287
27.50
17,106
8,038
35,325
28.00
19,191
9,074
44,399
28.50
21,294
10,121
54,520
29.00
23,429
11,181
65,701
Primary OutFlow Max --I 1.94 cis @ 12.69 hrs HW=27.58' (Free Discharge)
t=1=ExfilftUon (Controls 11.94 cis)
# Routing Invert Outlet Devices
1 Primary 0.00' 0.041100 fpm Exfiltration over entire Surface area

Sunset South 02282 Type III 24-hr Rainfall=9.00"
Prepared by Andrew & Kuske Consulting Engineers, Inc. Page 8
10 -1 000479 rm 4 om-wW Applied MjCrOCO pater Systems 4/3/03
HydmCAD®6 n
Pond 212: Infiltration Basin 2
Hydrograph
- ......... .......- ...... --------------------------- ------:-------------- ------ -------------------
31.36 cEs ........-
-- -- - - -.. --.--- -- ......
- ......._.. -
----
- - �. - ............--- --------------------------------- --- ----------------------------------- -------------
- --- ------------------------------------------
.............
28 -------. ---- --- --- ----
......... .. ......
26 --------- ----..._
........ ------------------------
2
-- .._........ -- ..............
22------------
a
---......................_..._.....- - - -
18
.............. .....................- -
LL16 - " ._-----------------..--...._..
1a 11.95 cfs t
12 '
...................--_....._
1-----------------------------
11 12 13 14 15
Time (hours)
■ inflow
p Primary

Sunset South 02282 Type 11124-hr Rainfall=9.00"
Prepared by Andrew & Kuske Consuking Engineers, Inc. Page 9
HydroCAD®610 sln 000479 01986-2002 Applied Microcomputer Systems 4/3103
Pond 313: infiltration Basin 3
Inflow Area = 5.230 ac, Inflow Depth = 4.26"
Inflow = 27.05 cis @ 12.21 hrs, Volume= 1.855 of
Outflow = 7.10 cis @ 12.70 hrs, Volume= 1.702 af, Aften= 74%, Lag= 29.3 min
Primary = 7.10 cis @ 12.70 hrs, Volume= 1.702 of
Routing by Stor-Ind method, Time Span=11.00-15.00 hrs, dt= 0.01 hrs
Peak Elev= 27.91' Suri.Area=12,718 sf Storage= 32,650 cf
Plug -Flow detention time= 47.7 min calculated for 1.698 of (92% of inflow)
Storage and wetted areas determined by Prismatic sections
Elevation
Surf.Area
Inc.Store
Cum.Store
(feet)
(sq-ft)
(cubio-feet)
(cubic -feet)
24.50
6,644
0
0
25.00
7,453
3,524
3,524
25.50
8,292
3,936
7,461
26.00
9,159
4,363
11,823
26.50
10,054
4,803
16,627
27.00
10,978
5,258
21,885
27.50
11,927
5,726
27,611
28.00
12,901
6,207
33,818
28.50
13,901
6,701
40,518
29.00
14,927
7,207
47,725
29.50
15,976
7,726
55,451
Primary OutFlow Max--7.10 cis @ 12.70 hrs HW=27.91' (Free Discharge)
t-1=Exfi1tration (Controls 7.10 cfs)
# Routing Invert Outlet Devices
1 Primary 0.00' 0.033500 fpm Efiltration over entire Surface area

Sunset South 02282
Type 111 24-hr Rainfall=9.00"
Prepared by Andrew & Kuske Consuking Engineers, Inc. Page 10
F ydroCAD®610 s1n 000479 01986-2002 Applied Microcomputer Systems 413103
Pond 3P: Infiltration Basin 3
Hydrograph
® Inflow
El Primary
Time (hours)

Sunset South 02282
Prepared by Andrew & Kuske Consulting Engineers, Inc.
HydroCADO 6.10 sln 000479 01986-2002 Applied Mb=ompute
Pond 4P: Infiltration Basin 4
Type 111 24-hr Rainfall=9.00"
Page 11
Inflow Area = 12.320 ac, Inflow Depth = 4.09"
Inflow = 54.62 cfs @ 12.28 hrs, Volume= 4.201 of
Outflow = 16.20 cfs @ 12.80 hrs, Volume-- 3.710 af, Atten= 70%, I..ag= 31.5 min
Primary = 16.20 cfs @ 12.80 hrs, Volume= 3.710 of
Routing by Stor-Ind method, Time Span=11.00-15.00 hrs, dt= 0.01 hrs
Peak Bev= 31.06' Surf.Area= 19,569 sf Storage= 74,791 cf
Plug -Flow detention time= 49.3 min calculated for 3.701 of (88% of inflow)
Storage and wetted areas determined by Prismatic sections
Elevation
Surf.Are:a
Inc.Store
Cum.Store
(feet)
(sq-ft)
(cubic -feet)
(cubic -feet)
25.50
7,787
0
0
26.00
8,694
4,120
4,120
26.50
9,641
4,584
8,704
27.00
10,629
5,068
13,772
27.50
11,650
5,570
19,341
28.00
12,700
6,088
25,429
28.60
13,780
6,620
32,049
29.00
14,887
7,167
39,216
29.50
16,020
7,727
46,942
30.00
17,177
8,299
55,242
30.50
18,360
8,884
64,126
31.00
19,569
9,482
73,608
Primary OutFlow Max=16.08 cfs @ 12.80 hrs HW=31.06' (Free Discharge)
'L1=Exltradon (Controls 16.08 cfs)
# Routing Invert Outlet Devices
1 Primary 0.09 0.049300 fpm ExflltmUon over entire Surface area

Sunset South 02282
Prepared by Andrew & Kuske Consulting Engineers, Inc.
H mCAM 6.10 sln 000479 01986-2002 Applied Mcrocompute
Pond 4P: Infiltration Basin 4
Hydrograph
Time (hours)
Type 11124-hr Rainfall=9.00"
Page 12
O Inflow
® Primary

OZ��Z
March 13, 2003 since(iF3
Three Decades ... Three Retmons
We listen. We respond. We solve.
Ballard Architects
Post Office Box 158
Wilmington, North Carolina 28402
Attention: Mr. Thomas Ballard
Reference: Double Ring Infiltrometer Testing
Dove Meadows
Wilmington, North Carolina
Job No. 1063-03-588
Dear Mr. Ballard:
RECEIVED
MAR 14 2003
MDREW MD KUSKE
As requested, S&ME personnel have recently conducted four double -ring
infiltrometer tests of the surficial soils at the subject site at the -locations designated by Mr. Phil
Norris, P.E., the project civil engineer. Specifically, our representatives performed the following
work items on March 6 and 7, 2003
1. Advanced one hand-augered boring near each of the four
infiltrometer test locations in order to visually classify the in -
place soils. A Munsell Soil Color Chart was used to define the
hue and chroma of the recovered soil samples.
2. Conducted four double -ring infiltrometer tests at depths ranging
from 11 to 20 inches below the existing ground surface. This
testing was conducted in general accordance with American
Society for Testing and Materials (ASTM) procedure D-3385
entitled, "Infiltration Rate of Soils in Field Using Double -Ring
Infiltrometer".
Based on our field classifications of the excavated soils at the hand-augered boring
locatiofi, the in -place soils generally consist of slightly silty sands which extended to the maximum
completed boring depth of 9.2 feet below the existing ground surface. Water or wet sands were
encountered at depths ranging from 8.8 to 9.2 feet below the existing ground surface. The site water
level will fluctuate with climatic and seasonal conditions, however, and may be higher at other
times of the year. It is our opinion that the depth to the seasonal high water table exceeds six feet
below the existing ground surface.
S&ME, Inc. [phone]
6409 Amsterdam Way, Building B-3 [phone] fax
Wilmington, North Carolina 28405

Ballard Architects
March 13, 2003
Page Two
The measured infiltration rates the test locations were as follows:
Location
Range
Average
1
28 to 30
29.4
?,
22 to 26
24.1
28to31
29.6
4
34 to 37
35.5
A summary of the field test results is presented in Tables 1 through 5.
S&ME appreciates the opportunity to provide our services during this phase of the
project. Should you have any questions after reviewing this letter, or it we can be of additional
assistance, please do not hesitate to contact us at your convenience.
Very truly yours,
S&ME, INC.
C. Richard Connell, H
Senior Engineering Technician
Michael W. Behen, P.E.
Senior Geotechnical Engineer
CRC:MWB/jns
Attachments
Copy: Andrew & Kuske Consulting Engineers, Mr. Phil Norris, P.E.

TABLE 1
Double Ring Infiltrometer Testing
Dove Meadows
Wilmington, North Carolina
Job Number 1063-03-588
Date of Test: 3-6-03
Depth of Test Below Site Grade: 16 inches
Depth of Water in Rings: 7 inches
Inner Diameter of Inner Ring: 11% inches
Inner Diameter of Outer Ring: 22%2 inches
Depth to Groundwater: Approximately 106 inches
Average Infiltration Rate: 29.4 inches per hour
SOIL PROFILE
Depth
Value/
Location
Inches
Hue
Chroma
Soil Description
1
0-6
10YR
2/2
Very Dark Brown Fine to Medium SAND -
(Adjacent
Trace of Silt with Organics
Southern
6-12
10YR
2/1
Black Fine to Medium SAND - Trace of Silt
Boulevard)
12-21
10YR
4/3
Brown Fine to Medium SAND - Trace of Silt
with Rock Fragments
21-34
2.5 Y
6/4
Light Yellowish Brown Fine to Medium
SAND - Trace of Silt
34-60
10YR
3/1
Very Dark Gray Fine to Medium SAND -
Trace of Silt
60-80
2.5 Y
4/1
Dark Gray Fine to Medium SAND - Trace of
Silt
80-96
10YR
2/2
Very Dark Brown Fine to Medium SAND -
Trace of Silt
96-108
10YR
3/2
Very Dark Grayish Brown Fine to Medium
SAND - Trace of Silt
Wet soils were encountered at a depth of 106" below the existing ground surface.

5
TABLE 2
Double -Ring lntaitrometer Testing
Dove Meadows
Wilmington, North Carolina
Job Number 1063-03-588
Date of Test: 3-6-03
Depth of Test Below Site Grade: 20 inches
Depth of Water in Rings: 7 inches
Inner Diameter of Inner Ring: 11% inches
Inner Diameter of Outer Ring: 22%a inches
Depth to Groundwater: Approximately 108 inches
Average Infiltration Rate: 24.1 inches per hour
SOIL PROFILE
Depth
Location
Inches
Hue
Value/Chroma
X
0-18
10 YR
3/2
(East-
Central
Portion
18-36
10 YR
6/6
of Site)
36-84
2.5 Y
5/6
84-93
2.5 Y
6/3
93-100
2.5 Y
6/4
100-108
2.5 Y
7/2
Soil Description
Very Dark Grayish Brown Fine to Medium
SAND - Trace of Silt with Rock
Fragments and Organics
Brownish Yellow Fine to Medium SAND -
Trace of Silt
Light Olive Brown Fine to Medium SAND -
Trace of Silt
Light Yellowish Brown Fine to Medium
SAND - Trace of Silt
Light Yellowish Brown Fine to Medium
SAND - Trace of Silt
Light Gray Fine to Medium SAND - Trace of
Silt
Wet soils were encountered at a depth of 108" below the existing ground surface.

TABLE 3
Double -Ring Infiltrometer Testing
Dove Meadows
Wilmington, North Carolina
Job Number 1063-03-588
Date of Test: 3-7-03
Depth of Test Below Site Grade: 19 inches
Depth of Water in Rings: 7 inches
Inner Diameter of Inner Ring: 11% inches
Inner Diameter of Outer Ring: 22%Z inches
Depth to Groundwater: Approximately 108 inches
Average Infiltration Rate: 29.6 inches per hour
SOIL PROFILE
Depth
Location
Inches
Hue
Value/Chroma
Soil Description
0-15
2.5 Y
3/2
Very Dark Grayish Brown Fine to Medium
(West-
SAND - Trace of Silt with Rock Fragments
Central
15-30
2.5 Y
6/4
Light Yellowish Brown Fine to Medium
Portion
SAND - Trace of Silt
of Site)
30-72
2.5 Y
6/1
Gray Fine to Medium SAND - Trace of Silt
72-96
2.5 Y
2.5/1
Black Fine to Medium SAND - Trace of Silt
96-108
10 YR
4/3
Brown Fine to Medium SAND - Trace of Silt
Wet soils were encountered at a depth of 108" below the existing ground surface.

TABLE 4
Double -Ring Infiltrometer Testing
Dove Meadows
Wilmington, North Carolina
Job Number 1063-03-588
Date of Test: 3-7-03
Depth of Test Below Site Grade: 11 inches
Depth of Water in Rings: 6 inches
Inner Diameter of Inner Ring: 11% inches
Inner Diameter of Outer Ring: 22% inches
Depth to Groundwater: 110 inches
Average Infiltration Rate: 35.5 inches per. hour
SOIL PROFILE
Depth
Value/
Location
Inches
Hue
Chroma
Soil Description
4
0-12
10 YR
3/2
Very Dark Grayish Brown Fine to Medium
(Between
SAND - Trace of Silt with Rock Fragments
Virginia
12-20
2.5 Y
4/1
Dark Gray Fine to Medium SAND - Trace of
and
Silt
Maryland
20-48
2.5 Y
7/1
Light Gray Fine to Medium SAND - Trace of
Avenues)
Silt
48-72
10 YR
2/2
Very Dark Brown Fine to Medium SAND -
Trace of Silt
72-84
2.5 Y
6/4
Light Yellowish Brown Fine to Medium
SAND - Trace of Silt
84-93
2.5 Y
5/3
Light Olive Brown Fine to Medium SAND -
Trace of Silt
93-112
2.5 Y
6/2
Light Brownish Gray Fine to Medium SAND
- Trace of Silt
Water was encountered at a depth of 110" below the existing ground surface.

Dat Design Andrew and Kuske Let
902 Market St. CONSULTING ENGINEERS, INC. Wiimington, N.C. 28401Of
Check Job � 1D, J 6v,J Tru7t— For !!5V A.) c ram— Job No.
ma-)e ' Olt,
5
Jo
2�1va r�
�j5'j 70�
C
--!57V44X.-S
= '65i 4�5/ C-4=
so v L�f-
3-c 57
,,,,6a`4�nereoaq�,
,.CARo
e •
•
AW l 196"1
6 '
e

Dat& Design Andrew and Kuske sheet
f �� 902 Market St. CONSULTING ENGINEERS, INC. Wilmington, N.C. 28401 Of
Check Job For Job No.
ao, �LLfP
•JB�1B9tlAt4�"!

P. 1
FILE MODE
--------------
774 MEMORY TX
*-`* * COMMUNICATION RESULT REPORT ( JUL. 7.2003
OPTION
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
ADDRESS (GROUP)
7 --------------
9-3439604
8:20AM )
TTI
RESULT
OK
NCDENR WIRO
PAGE
--------P--5f5
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment -and Natural Resources
Wiln>;ington Regional Office
Michael F. Easley, Governor
William Cr. Doss Jr, Secretary
FAX COVER SHEET
Date: I r7 %n "�
To:
CO: FAX #:_CR 10 3 q 3- C16 0 q
No. Of Pages:
From: QUne itALkh
CO;
F.AX#: 910-350-2004
137 Cardinal give Extet►elon, Wilmington, NX, 2$40B.384S Telephone [phone] Fox [phone]
An Equnl Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross Jr., Secretary
FAX COVER SHEET
Date: rI r► ID No. Of Pages: 55
To: t I Y1 orr('S From: L tkn2 0\/l Lk.n r)
CO: EU S k'e' CO: ID LAJ
FAX #: (R I D) 3 g 3- q 6 o q FAX#: [phone]
REMARKS:
r ryl.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer

0 7 /03/2003 THU 14 : 48 FAX [phone] Andrew & Kuske Engineers g 002/005
A&K #02282
Permit No.
State of North Carolina (to be provided by DWQ)
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
QM Storrawater Management Plan Review-
A complete stormwater management plan submittal includes a stormwater application form, an
infiltration basin supplement for each system, design calculations; soils report and plans and
specifications showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name: Sunset South
Contact Person: Benjamin J. Quattlebaum, 11 Phone Number: [phone]
This work,heet applies to: Basin No. 1 in Drainage Area 1
(as ideruifsed on plan) (trom I orm SWU-101)
XI DESIGN II0DRMATIION — Attach supporting calculatiorWdommentatian. The soils report trust be
based upon an actual Field investigation and soil borings. County soil maps are not an acceptable
source of soils information. All elevations shall be in feet mean sea level (fins)).
Sons Report Sunnnmuy
Soil Type Sand
Infiltration Rate 29.4 In/hr or cf/hr/sf (circle appropriate units)
SHWT Elevation 18.50 fmsl (Seasonal High Water Table elevation)
Basin Design Parameters
Design Storm
Design Volume
r'.awdown Tim -
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
2.0 ine (1.5 inch event for SA waters, I inch event for others)
(f.19956 c.f. r Pc t—+ >' e'Re �
Bays i
40.16 ft. x 40.16 ft. = 1,613 sq. ft (bottom dimensions)
19,667 c.f.
21.0
f nsl
25.78
fmsl 25 YR Event
26.00
fins)
Form SWU-103 Version 3_29 Page 1 of 3

0 7 /03/2003 THU 14 : 48 FAX [phone] Andrew & Kuske Engineers
9003/005
A&K #02282
Permit No.
State of North Carolina. (to be provided by UWQ)
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWn Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater application form, an
infiltration basin supplement for each system, design calculations, soils report and plans and
specifications showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name: Sunset South
Contact Person: Benjamin J. Quattlebaum, 11 Phone Number: [phone]
This worksheet applies to: Basin No. 2 in Drainage Area 2
(at identifwd on plan} (frost Form SWU-101)
II. DESIGN INFORMATION — Attach supporting calculations/docutmntation. The soils report must be
based upon an actual field investigation and soil borings. County soil neaps are not an acceptable
source of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Tunc
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Form SWU-103
Sand
29.6 In/hr or cf/hr/sf (circle appropriate units)
21.00 fins! (Seasonal R-Igh Water Table elevation)
2.0 — inch (L S inch event for SA waters, 1 inch event for others)
14:196c� PLJ t V-\ L V1%t h-P 1' S
0.13 Day;/ Y��tievv{-
60.51 ft. x 60.51 ft. = 3,662 sq. tt (bottom dimensions)
65,701 c.f.
24.00 finsl
27.12 finsl
29.00 finsl
Version 3.99 Page 1 of 3

u7/UJ/ZUu3THU 14:45 MA 91U 343 qm .kndrew & Kuske Engineers 4004/005
A&K #02282
Permit No.
State of North Carolina. (to be provided by DWQ)
Department of Environment and Natural Resources
Division of Water Quality
S'ropjt 7ATER MANAGENMNTIPAERNUT APPLICATION FOR1v1
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DM Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater application form, an
infiltration basin supplement for each system, design calculations, soils report and plans and
specifications showing aU storrnwater conveyances and system details.
I. rROJECT INFORMATION
Project Name: Sunset South
Contact Person: Senjarnin J. Ouattiebauff!, if .Phone Number: (910) 349 -7700
This worksheet applies to: Basing No. 3 in Drainage Area 3
(as identified on plan) (from Form SWU--101)
II. DESIGN INFORMATION — Attach supporting calculations/documentation. Tile soils report must be
based upon an actual field investigation and soil borings. Comity soil maps am- not an acceptable
source of soils information. All elevations shall be in fed mean sea level (fts)).
Souls Report Summary
Soil Type ,
Infiltration Rate
SHWI' Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Sand
24.1 In/br or cf/hr/sf (circle appropriate units)
22.0 fins] (Seasonal High Water Table elevation)
(1. S inch event for SDI waters, 1 inch event for others)
fO,.
62 c.f. ���� �vvi k S
.08 Days YQ G'fl2
81.51 ft. x 81,§1 ft. = 6,644 sq. ft (bottom dimensions)
55,451 c.f,
24.50 finsl
27.36 frasl
29.5 frnsl
Form SWU-103 Version 3.99 Page 1 of 3

07,/03/2003 THU 14:48 FAX [phone] Andrew & Kuske Engineers � 005/005
A&K #02282
Permit No.
State ofNorth Carolina (to be provided by DW()
Department of Environment and Natural Resources
Division of Water Quality
STORWWATER MANAGFE ENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
.This form may be photocopied for use as an original
DM Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater application form, an
infiltration basin supplement for each system, design calculations, soils report and plans and
specifications showing all stormwater conveyances and system details.
L PROJECT INFORMATION
Project Name. Sunset South
Contact Person: Benjamin J. Quattlebaum, II Phone Number: [phone]
This worksheet applies to: Basin No. 4 in Drainage Area 4
(as identified on plan) (from Form SWU-101)
R. DESIGN IllT1R'ORMATION — Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable
source of soils information. All elevations shall be in feet mean sea level (fins!).
Soils Report Summary
Soil Type
Infiltration Rate
SHWI' Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Sand
35.5 Inik or cflhr/sf (circle appropriate units)
23.0 f nsl (Seasonal High Water Table elevation)
2. --inch (1.5 inch event for SA walers, i inch event for others)
(T3,516JE32c.f.;days PI�C.f--�t1L I�l LC Wt �Z� 5
88.24 ft. x 88.24 ft. = 7,787 sq. ft (bottom dimensions)
73,608 c.f.
25.5
finsl
30.25
fins!
31.0
fmsl
Form SWU-103 Version 3.99 Page 1 of 3

FILE MODE
---------------
757 MEMORY T?,
COMMUNICATION RESULT REPORT ( JUL. 3.2003 2:10PM )
- TTI
OPTION ADDRESS (GROUP) RESULT
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
P. 1
7NDENR WIRO
PAGE
------- P.
P3/3
E-2) BUSY .
E-4) NO FACSIMILE CONNECTION
State Of NO-th Carolina
Department of Environment and Natural Resources
Wilmington Regional office
Michael F. Easley, Governor
William G. Ross Jr, Secretary
Date: 0
To: �
CO:A&IC
FAX #: - fZr
FAX COVER SHEET
No. Of pages:
From: rt l f/1 u
CO: Q
FAX#: 91 o-35U,2oa4
127 Cardinal Drive Esmalon, Wilmington, N.C. 28405-3845 Telepltione [phone] Paz (g10j 350,2004
An Equal opportunity Affirmative Aetfon employer

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross Jr., Secretary
FAX COVER SHEET
Date: rj 13105
To: Mr. 7)aj7jej M,
CO: Ward 4- Sm C
FAX #. qjo - qg,7q
No. Of. Pages: 3
From: LQune, Munn
CO: Dw Q
FAX#: [phone]
O
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 Telephone [phone] Fax [phone]
An Equal opportunity Affirmative Action Employer

properly stored in an enclosed area such that no part of such vehicle is visible to anyone from the
Streets located in the Subdivision.
(12) Any and all erosion from a Lot occurring as the result of any construction
on said Lot must stabilized and controlled as described hereinabove within sixty (60) days of the
occupancy of said dwelling by the Owner of the Lot or as required by any applicable law,
regulation, rule or ordinance.
(13) The maximum allowable "built;. -upon area" on any Lot in the Subdivision
is c 50a square feet. 'Built -Upon Area" includes any area constructed within the Lot property ®---
boundaries and that portion of the right-of-way between the front lot line and the edge of the
pavement. "Built -Upon Area" includes, but is not limited to, structures, asphalt, concrete, gravel,
brick, stone, slate, and coquina, but does not include raised, open wood decking, or the water
surface of swimming pools. ,
etc.) - verage driveway-erossings, tr ictly prohibited
�v onv �urnr...n A_ aL.'..r /nnLt• vci •rri ' a nr-rrl�»r�wr��7
maintained each Lot. All r5 at least drty-�3%
feet from-dir n can highwater mark -of any surface water&_The covenants set forth in this
Paragraph (13) are intended to ensure ongoing compliance with State Stormwater Management
Permit No.5W � 03ogoq as issued by the Division of Water Quality under NCAC 2H.1000 and Ar
any amendments, additions or replacements thereof, or any such permit obtained by Declarant
and relating to property annexed into the Subdivision by Declarant as provided herein (the
"Permit"). The State of North Carolina is made a beneficiary of the covenants set forth in this
Paragraph (13) to the extent necessary to maintain compliance with the Permit. The covenants
set forth in this Paragraph (13) pertaining to stormwater may not be altered or rescinded without
the express written consent of the State of North Carolina, Division of Water Quality. Alteration
of the drainage as shown on the approved stormwater plan for the Subdivision may not take
place without the concurrence of theStaig.
, rv,s� � � , a.
'! (14) In the event the Owner of a Lot shall damage or through negligent failure
to act allow damage to occur to any drainage or utility easement or Stormwater Management
Facilities located in the Subdivision, the Owner of said Lot shall be responsible and liable for the
repair or replacement of said drainage or utility easement or the Stormwater Management
Facilities as provided in these Restrictions. From and after the time the Permit is transferred to
the Corporation, Declarant shall have no responsibility for maintaining any drainage easements
or Stormwater Management Facilities in the Subdivision except drainage easements or
Stormwater Management Facilities located 'on Lots owned by Declarant. Within the drainage
and utility easements set forth in these Restrictions or shown on the Map, no structure, fencing,
planting or other material shall be placed or permitted to remain which may damage or interfere
with the installation or maintenance of utilities or which may change the direction or flow of
drainage channels in the easements or violate the provisions of the Permit.
(15) It shall be the obligation of the Owner of any Lot in the Subdivision to
provide, install and maintain an adequate culvert or drain pipe beneath any driveway located on
16

VII. For High Density Residential Subdivisions: (In addition to I.1-I. S and all others that apply)
The maximum allowable built -upon area per lot is square feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools.
If the BLTA per lot varies, please record as follows and provide a complete lot listing with proposed
BUA:
The maximum allowable built -upon area per lot is as follows:
Lot # BUA Lot # BUA
Lot # BUA
These allotted amounts include any built -upon area constructed within the lotproperty boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming pools.
2. All runoff from the built -upon areas 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 to collect lot runoff and directing there, into the
stormwater system or into the street. Lots that will naturally drain into the system are not required to
provide these additional measures.
VIII For Shopping Centers with Outparcels or a Future Development allotment: (In addition to I-1 through I-
S and all others that apply)
1. The maximum built -upon area for outparcel(s) and future areas shown on the approved plans is as
follows:
Outparcel # BUA
Future Development
These allotted amounts include any built -upon area constructed within the property boundaries, and
that portion of the right-of-way between the lot lines and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming pools.
2. The runoff from all built -upon area on the outparcel or future area must be directed into the permitted
stormwater control system.
3. Built -upon area in excess of the permitted amount will require a permit modification.
4. The connection from the outparcel's collection system into the stormwater control shall be made such
that short-circuiting of the system does not occur.
S. Each outparcel or future development tract whose ownership is not retained by the permittee, shall
submit a separate offsite stormwater permit application to the Division of Water Quality and receive a
permit prior to construction.
3

P. 1
x" COMMUNICATION RESULT REPORT ( JUN.30.2O03
FILE MODE OPTION
---------------------------
630 MEMORY T>;
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
ADDRESS (GROUP)
-- 8-9103417703
3:44PM ) *
TTI
RESULT
-----------
OK
NCDENR WIRO
PAGE
--------P--4r4
E-2) BUSY
E-4) NO FACSIMILE CONNECTION•
State of North Carolina.
Department of -Environment and 1Natu
W"mingtan Regional offce Resources
Michael F, Easley, Gave�ior
"'illiam G. Ras-9 Jr,, Secretary
PAX COVFR SHEET
Date: 0 (] 3
To: � �►� 4 �o. Of Pages: , r
CO: Fro
FAX #: cO.--m..,�t-+'t"e..
703
910
3SO-2004
RjEMAS. LCk
q-
C1rdlgti bAve &WOjon, Wiimin [an
An Egaal Oppo nity 8403-Allari� ejePhoRe (g1Q� 395 900
+4ctloa Employer [phone]

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
William G. Ross Jr., Secretary
FAX COVER SHEET
Date: &00103 No. Of Pages: Lf
To: `0 (n✓1 From: [O,u-A-Le. AA U nY►
CO: CO:
FAX #: jq 1- 2 70j FAX#: [phone]
,L1 +y� : LCLu k-e, (AA LkY Y)
REMARKS:
Cardinal Drive Extension, Wilmington, N.C. 28405-3845 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer
3

INFORMATION PERTAINING TO DEED RESTRICTIONS
AND PROTECTIVE COVENANTS
In accordance with Title 15 NCAC 2H.1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for certain developments where lots will be subdivided and
sold. Deed restrictions and protective covenants are necessary to ensure that the development maintains a "built -
upon" surface area consistent with the applicable regulation limiting built -upon area. The following deed
restrictions and covenants must be recorded prior to issuing the Stormwater Management Permit:
I. For All Projects:
V 1. The following covenants are intended to ensure ongoing compliance with State Stormwater Management
Permit Number , as issued by the Division of Water Quality under NCAC 2H.1000.
112. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to maintain
compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
Z4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
Alteration of the drainage as shown on the approved plan may not take place without the concurrence of
the Division of Water Quality.
II Low Density Residential Subdivisions (In addition to 11- 15 and all others that apply)
The maximum allowable built -upon area per lot is square feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick; stone, slate, and coquina, but does not include
raised, open wood decking, or the water surface of swimming pools.
If the BUA per lot varies, record as follows and provide a complete lot listing with proposed BUA:
The maximum allowable built -upon area per lot is as follows:
Lot # BUA Lot # BUA Lot # BUA
These allotted amounts include any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, 'brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming pools.
2 Filling in or piping of any vegetative conveyances (ditches, swales, etc) associated with the
development except for average driveway crossings, is strictly prohibited by any persons.
3. Each lot will maintain a 30' wide vegetated buffer between all impervious areas and surface waters.
4. All roof drains shall terminate at least 30' from the mean high water mark of surface waters.

III Low Density Subdivision with Curbs and Gutters: (In addition to I.145, II.1 II.4 and all others that
apply)
1. Filling in, piping or altering any designated 5:1 curb outlet swale associated with the development is
prohibited by any persons.
2. This project proposes a curb outlet system. Each designated curb outlet Swale shown on the approved
plan must be maintained at a minimum of 100' long with 5:1 (H. V) side slopes or flatter, have a
longitudinal' slope no steeper than S%, carry the flow from a 10 year storm in a non -erosive manner,
and maintain a dense vegetated cover.
IV Project lies within CAMA's AEC: (In addition to I.1-I.S and all others that apply)
1. "Lots within CAAM s Area of Environmental Concern may have the permitted maximum built -upon area
reduced due to CAMA jurisdiction within the AEC. "
V. For Low Density Commercial Subdivisions: (In addition to I.1-I.S, II.1-II.4 and all others that apply)
1. Each lot whose ownership is not retained by the permittee, shall submit a separate low density
stormwater permit application to the Division of Water Quality and receive a permit prior to
construction. Lots retained by the permittee shall be submitted as modifications to the originalpermit.
2. If one lot exceeds the allowable built -upon area, the entire subdivision is subject to the high density
design criteria.
VI For High Density Commercial Subdivisions: (In addition to all others that apply)
1. The maximum allowable built -upon area per lot is square feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the.
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools.
If the BUA per lot varies, please record as follows and provide a complete lot listing with proposed
BUA.:
The maximum allowable built -upon area per lot is as follows:
Lot # BUA Lot # BUA Lot # BUA
These allotted amounts include any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming pools.
2. All runoff from the built -upon areas 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 to collect lot runoff and directing them into the
stormwater system or into the street. Lots that will naturally drain into the system are not required to
provide these additional measures.
3. Each lot whose ownership is not retained by the permittee, shall submit a separate stormwater permit
application to the Division of Water Quality and receive a permit prior to construction.
2

For High Density Residential Subdivisions: (In addition to I.1-I.S and all others that apply)
The maximum allowable built -upon area per lot is square feet. This allotted amount
includes any built -upon area constructed within the lotproperty boundaries, and thatportion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools.
If the BUA per lot varies, please record as follows and provide a complete lot listing with proposed
BUA:
The maximum allowable built -upon area per lot is as follows:
Lot # BUA Lot # BUA
Lot # BUA
These allotted amounts include any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming pools.
2. All runoff from the built -upon areas 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 to collect lot runoff and directing them into the
stormwater system or into the street. Lots that will naturally drain into the system are not required to
provide these additional measures.
VIII For Shopping Centers with Outparcels or a Future Development allotment: (In addition to I-1 through I-
S and all others that apply)
1. The maximum built -upon area for outparcel(s) and future areas shown on the approved plans is as
follows:
Outparcel # BUA
Future Development
These allotted amounts include any built -upon area constructed within the property boundaries, and
that portion of the right-of-way between the lot lines and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming pools.
2. The runoff from all built -upon area on the outparcel or future area must be directed into the permitted
stormwater control system.
3. Built -upon area in excess of the permitted amount will require a permit modification.
4. The connection from the outparcel's collection system into the stormwater control shall be made such
that short-circuiting of the system does not occur.
S. Each outparcel or future development tract whose ownership is not retained by the permittee, shall
submit a separate offsite stormwater permit application to the Division of Water Quality and receive a
permit prior to construction.
3

FAX COVER SHEET
Date: June 27, 2003 No. of Pages: 1
To: Phil Norris From: Laurie Munn
Company: Andrew & Kuske Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 030404
Project Name: Sunset South
MESSAGE:
Since you do not have a bypass, you must design the system for a greater event than I".
The event is determined by site parameters — proximity to SA waters, soil conditions, and
depth to SHWT. This site has great soils for infiltration, so we would make you show
that the basins are designed for at least 1 %z". As your narrative states, the basins can
hold a minimum of 2".
I need the application to reflect that the design storm is at least 1 %a". Please revise the
Basin Design Parameters on sheet 1 of the Infiltration Basin Supplement to reflect this
design storm. Also, please revise your calculations to show how you got the volume for
this design storm. You can fax this information back over to me and I will put it in the
application.
The permit is drafted and as soon as I receive the deed restrictions, it will be permitted.
Have a nice weekend.
S:\WQS\STORMWAT\ADDINFO\2003\030404b.juneO3
JCc4-Kk-11- Y Q La.4tUA)aAj-

* * * COMMUNICATION RESULT REPORT ( JUN.27.2003 1:49PM )
P. 1
FILE MODE
--------------
571 MEMORY T;
OPTION
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
TTI NCDENR WIRO
ADDRESS (GROUP) RESULT PAGE
-----------------------------------------------------
9-9103439604 OK P. 1/1
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
FAX COVER SHEET
Date., June 27, 2003 No. of Pages: 1
To: Phil Norris From; Laurie Munn
Company: Andrew & Kaske Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW$ 030404
Project Name: Sunset South
MESSAGE:
Since you do not have a bypass, you must designs the system for a greater event than 1".
The event is determined by site parameters -- proximity to M waters, soil conditions, and
depth to SHWT. This site has great soils for infiltration, so we would make you shove
that the basins are designed for at least 1 %z". As your narrative states, the basins can
hold a minimum of 2".
I need the application to reflect that the design storm is at least 1 '/2". Please revise the
Basin Design Parameters on sheet 1 of the Infiltration Basin Supplement to reflect this
design storm. Also, please revise your calculations to show how you got the volume for
this design storm. You can fax this information back over to me and I will put it in the
application.

Andrew & Kuske
CONSULTING ENGINEERS, INC.
902 Market Street Wilmington, NC 28401-4733
910/343-9653 910/343-9604 Fax
www.andrewandkuske.com
June 23, 2003
Ms. Laurie Munn
NC DENR
Division of Water Quality / Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Sunset South
SW8 030404
Review Comments
A & K Project No. 02282
Dear Ms. Munn:
John R. Andrew, P.E.
John S. Tunstall, P.E.
John A. Kuske, III, P.E.
James T. Pyrtle, P.E.
J. Phillip Norris, P.E.
Neal W. Andrew, P.E.
J.A. Kuske, P.E. of Counsel
C. Lawrence Sneeden, Jr., P.E.
JUN 2 6 2003
We are responding to your comments of June 4, 2003 as follows:
1. The project location has been shown on the vicinity map.
2. A unit footprint has not been developed. Lot restrictions will limit impervious surface to
2,500 SF.
3. Proposed deed restrictions are being prepared by the attorney for the WHA. They will
be forwarded under separate cover.
4. The tree layer has been turned off for your convenience.
5. All sidewalks are graded to drain to the street they are adjacent to. See the detail on
sheet C1.
6. All catch basins have been numbered.
7. It is our understanding that Vincent Lewis has been on site.
8. The basins are designed to function without a bypass. All four basins can contain more
than 2 inches of runoff and are designed to accommodate a 50 year storm, 8 in / hr,
without discharge.
9. Item 4 of Section IV has been completed for each supplement and is enclosed. The
measuring device will be a level rod. It will be used only when measuring sediment
buildup. It will be read using a level from known benchmarks.
10. The number of lots is 130. The lot mislabeled as 25 has been changed to 26.

Ms. Laurie Munn / NC DENR
June 23, 2003-06-23
Page 2
We are enclosing two (2) sets of revised plans for your continued review and approval. Please
contact us if you have any further questions or comments. Thank you for your assistance on
this project.
Sincerely,
ANDREW & KUSKE
CONSULT -ENGINEERS, I
J. Phillid-Norris. P.E.
02282 06-23-03-s-sw-response4kr

Q�r^F ArF'QQG lViichael F. Easley, Governor
r William G. Ross Jr., Secretary
> co
North Carolina Department of Environment and Natural Resources
—wa.
Alan W. Klimek, P. E., Director
Division of Water Quality
June 4, 2003
Mr. Benjamin J. Quattlebaum, II
Wilmington Housing Authority
P.O. Box 899
Wilmington, NC 28402
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 030404
Sunset South
New Hanover County
Dear Mr. Quattlebaum:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Sunset South on April 4, 2003. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
1. Please show the location of the site on the vicinity man_
2. Please provide a unit footprint with dimensions for the lot development.
3. If these units are going to be sold, please provide a copy of the proposed deed restrictions
to include all required conditions and limitations.
4. Please turn off the tree layer so that the spot elevations can be seen more easily.
5. Please add some spot elevations to show that the sidewalks are draining to the infiltration
basins. It appears that the sidewalk in drainage area 1 may be draining off -site.
6. Please number the catch basins.
7. Please contact me to -make arrangements for Vincent Lewis to do the soils investigation.
If he has already been to this site, please advise.
Please provide an off-line bypass for the infiltration basin. It is necessary to provide off-
line bypass unless the basin is designed for the 2'' storm event.
9. Please complete Item 4 of Section IV of the Infiltration Basin Supplement. The originals
are being returned to the engineer for completion. Also, please give details of how the
measuring device will be installed.
10. Please label Lots 131-133 or let me know where they are. I could only find 130 Iots.
Also, 2 lots are labeled 25 and no lot is labeled 26.
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] l

Mr. .Quattlebaum
June 4, 2003
Stormwater Project No. SW8 030404
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 July 5, 2003, 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 need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The request must
indicate the date by which you expect to submit the required information. The Division is allowed 90
days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to
enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original documents must be
returned or new originals must be provided. Copies are not acceptable. If you have any questions
concerning this matter please feel free to call me at [phone].
Sincerely,
Laurie Munn
Environmental Engineer
RSS/:lsm S:\WQS\STORMWAT\ADDINFO\2003\030404.juneO3.doc
cc: Laurie Munn
Phil Norris, P.E.

Andrew & Kuske
CONSULTING ENGINEERS, INC.
902 Market Street Wilmington, NC 28401-4733
910/343-9653 910/343-9604 Fax
www.andrewandkuske.com
April 1, 2003
Ms. Linda Lewis, Environmental Engineer
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Permit Submittal
Sunset South
Wilmington, NC
A & K Project No. 02282
Dear Ms. Lewis:
John R. Andrew, P.E. J. Phillip Norris, P.E.
John S. Tunstall, P.E. Neal W. Andrew, RE,
John A. Kuske, III, P.E. J.A, Kuske, P.E. of Counsel
James T. Pyrtle, P.E. C. Lawrence Sneeden, Jr., P.E.
Enclosed are two (2) sets of plans for the subject project, one (1) set of
calculations, the original Division of Water Quality Stormwater Management
Permit application, the original SWU-103 supplement forms (Basins 1-4), one (1)
copy of the stormwater narrative and a $420.00 check for the processing fee.
Please review this information for approval and contact us with any questions or
comments you may have. Thank you for your assistance on this project.
Sincerely,
ANDREW & KUSKE
CONSULTING ENGINEER , INC.
J. Philp orris, P.
JP /asn
0 82 04-01-03-s-sw-Itr
Enclosures
cc: Benjamin J. Quattlebaum, II / Wilmington Housing Aolit9 Nib
Thomas Ballard / Ballard Architects C1
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HOUSING & ECONOMIC OPPORTUNITIES, INC.
PLEASE DETACH THIS STUB
HOUSING & ECONOMIC OPPORTUNITIES, INC. 0124
CIO WILMINGTON HOUSING AUTHORITY 66-30
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WILMINGTON. NC 28401
PAY CHECK NO. DATE AMOUNT
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JUL 0 8 2003
WARD .AND SMITH, P.A.
ATTORNEYS AT LAW
W. DANIEL MARTIN, III
[phone]
Fax [phone]
wdm@wardandsmith..M
July 8, 2003
VIA HAND DELIVERY
Ms. Laurie Munn
DENR-DWQ
127 Cardinal Drive Extension
Wilmington, NC 28403
RE: Housing and Economic Opportunities, Inc.
Sunset South
Our File 021074-0004-001
Dear Ms. Munn:
Thank you for your information and comments regarding revisions to the specific provisions on
Page 16 relating to the stormwater facilities and related covenants. Enclosed is a revised
Declaration, in its entirety, incorporating those comments. Also please note that in the
definitional section, we have referred specifically to the permit and the Stormwater Management
Facilities.
Again, thank you for your prompt assistance.
Yours ry truly, ,
W. angel M 1 ,I
WDM:cdb
WLMAM96511\1
Enclosure
cc: Mr. John Hatten (via hand delivery) (w/enc.)
UNIVERSITY CORPORATE CENTER 127 RACINE DRIVE PO BOX 7068
WILbIINGTON, NC 28406-7068
GREENVILLE NEW BERN RALEIGH
[phone] [phone] [phone]
WILMINGTON
[phone]

STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
SUNSET SOUTH"
WILMINGTON, NORTH CAROLINA
For
Wilmington Housing Authority
P.O. Box 899
Wilmington, NC 28402
[phone]
April 2003
Prepared by:
ANDREW & KUSKE CONSULTING ENGINEERS, INC.
902 Market Street
Wilmington, North Carolina 28401
[phone]
[phone] (Fax)
E-mail: [e-mail]
A & K Project No. 02282

NARRATIVE
DESCRIPTION:
The project site is a 28.29-acre tract located between Southern Boulevard and
Maryland Avenue in Wilmington, North Carolina consisting of lightly vegetated sandy
topsoil and grades ranging from 0.5 to 2.0%. Approximately 3.0 acres will be graded to
allow construction of new subdivision streets and infiltration basins. The runoff from the
site is estimated using the rational method 10-year design storm and rainfall data for
the area. Construction is scheduled to begin as soon as all permits and approvals are
obtained.
EROSION CONTROL MEASURES:
The attached plans and specifications give the requirements for erosion control
measures. Silt fencing will be provided along each side of the entrance drive where
stormwater would be expected to sheet flow from disturbed areas directly to adjacent
property. Gravel check dams will not be provided unless the Contractor has to
temporarily discharge into an open ditch instead of the proposed storm drain outfall.
The infiltration basins will be used as silt basins during construction and restored to
design contours prior to completion. A gravel construction entrance will be constructed
at all entrances. Maintenance will be provided by the grading contractor and developer.
STORMWATER MANAGEMENT MEASURES:
The project site is located in New Hanover County. Land disturbing on the site
will exceed one acre, which requires the site to comply with the State Regulations. The
stormwater runoff fro^; the development will ► e directed to four infiltration basins. The
infiltration basins are designed to accommodate this site for a 50-year storm without
discharge.
CONSTRUCTION SEQUENCE:
The Contractor will install the gravel construction entrances and silt fence prior to
beginning any clearing and grading operations. Additional silt fence will be installed
when and if conditions warrant during construction. The infiltration basins / silt basins
will be constructed immediately after that portion of the site is cleared, and outlet
structure with protection will be installed. Disturbed areas will be landscaped or seeded
upon completion.

MAINTENANCE PLAN
1. All erosion and sediment control practices will be checked for stability and operation
following every runoff -producing rainfall but in no case less than once every week.
Any needed repairs will be made immediately to maintain all practices as designed.
2. Sediment will be removed from the infiltration basins when storage capacity has
been approximately 50% filled.
3. Sediment will be removed from behind the sediment fence when it becomes about
0.5 ft deep at the fence. The sediment fence will be repaired as necessary to
maintain a barrier.
4. Check ditches, swales, pond banks, and other seeded areas for erosion and
sedimentation after runoff producing rains. All seeded areas will be fertilized,
reseeded as necessary and mulched according to specifications in the vegetative
plan to maintain a vigorous, dense vegetative cover. Sediment producing areas
should be treated immediately.
5. Inspect gravel construction roads, entrances, and parking areas periodically for
sediment build-up on surface. Topdress with new gravel as needed.

SECTION 02920
SOIL EROSION AND SEDIMENTATION CONTROL
1. GENERAL
1.1 Contractor shall take every reasonable precaution throughout construction to
prevent the erosion of soil and the sedimentation of streams, lakes, reservoirs, other
water impoundments, ground surfaces, or other property as required by State and Local
regulations.
1.2 The Contractor shall install all required silt fences, and construction entrances at
the initiation of work, and have these measures reviewed and approved by the local
permit authority prior to clearing and grading operations.
1.3 The Contractor shall, within 15 days of suspension or completion of land
disturbing activities, provide permanent protective covering for disturbed areas.
Temporary and permanent erosion control measures shall be coordinated to assure
economical, effective, and continuous erosion and siltation control throughout the
construction and post -construction period. Use the specified seed for both temporary and
permanent seeding.
2. PRODUCTS
2.1 Asphalt for anchoring mulch shall be Type SS-1 Emulsion.
2.2 Fertilizer shall be 10-10-10 grade or equivalent.
2.3 Lime shall be dolomitic agricultural ground limestone containing not less than 10
percent magnesium oxide.
2.4 Mulch shall be small grain stravv, hay, wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed.
2.5 Phosphate shall be 20 percent superphosphate or equivalent.
2.6 Seed shall be 20% carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping
Red Fescue, and 24% Annual Rye grain. Bermuda seed shall be hulled for warm
weather planting and unhulled for cool weather planting. Purity of seed shall be a
minimum of 98 percent and germination shall be a minimum of 85 percent.
2.7 Silt fence shall consist of NCDOT Class A fabric supported by wood or metal
posts spaced not more than 6 feet on center. The bottom of the fabric shall be buried a
minimum of 6 inches.

2.8 Gravel for check dams shall be #57 washed stone.
2.9 Aggregate for construction entrance shall be #4 washed stone.
2.10 Stone rip rap for check dams and erosion control shall be NC®OT Class A or B
as shown.
3. EXECUTION
3.1 General: Take every practicable measure during construction or suspension to
work to minimize erosion and siltation. Measures should include good construction
practices, temporary physical barriers to sediment travel, settling basins for new ditches,
and establishment of vegetative cover.
3.2 Construction Practices
3.2.1 Avoid dumping soil or sediment into any wetland or watercourse.
3.2.2 Maintain an undisturbed vegetative buffer where possible between a natural
watercourse and trenching and grading operations.
3.2.3 Avoid equipment crossings of streams, creeks, and ditches where practicable.
3.2.4 Grade all cut, fill and ditch slopes to minimum slope of 3:1, unless otherwise
shown or directed.
3.3 Temporary Physical Barriers are required where sedimentation on off site
property or excessive erosion is a problem.
3.3.1 Mulch shall be used for temporary stabilization of areas subject to excessive
erosion and for protection of seedbeds after planting where required.
1. Apply grain straw and hay at a rate of 75 to i 00 pounds per 1000 square feet
and wood chips at a rate of 500 pounds per 1000 square feet. Jute and mesh
should be installed as per manufacturer's instructions.
2. Asphalt emulsion for slope stabilization should be applied at a rate of 1,000
gallons per acre. Asphalt emulsion used for anchoring straw should be
applied at a rate of 150 gallons per ton of straw.
3.3.2 Silt Fences shall be used at the base of slopes to restrict movement of sediment
from the site. Clean silt fence of accumulated sediment after each rainfall event or
when it exceeds a depth of 0.5 feet above natural grade.

3.3.3 Stone Check Dams, placed at the discharges of creeks, ditches, and swales,
shall consist of Class A rip rap at minimum two feet high and three feet thick across the
watercourse, with a one foot thick layer of gravel on upstream side. Remove sediment if
accumulated to a depth of 1.0 feet at upstream face.
3.4 Vegetative Cover: Establish and maintain permanent vegetative cover on all
unpaved areas disturbed by the work.
3.4.1 Preparation of Seedbed: Areas to be seeded shall be scarified to a depth of 4
inches and until a firm, well pulverized, uniform seedbed is prepared. Lime, phosphorous
and fertilizer shall be applied during the scarification process in accordance with the
following rates:
Lime: 45 pounds per 1000 square feet
Phosphorous: 20 pounds per 1000 square feet
Fertilizer: 17 pounds per 1000 square feet
3.4.2 Seeding: Disturbed areas shall be seeded with 2 to 3 pounds per 1000 square
feet of the specified seed mixture. Seed shall be worked into the bed to a depth of 1/4
inch. Regrade and seed eroded areas immediately
3.4.3 Mulch all areas immediately after seeding. Mulch shall be applied and anchored
as specified hereinbefore. Reapply as necessary to retain cover until grass is
established.
3.5 Construction Entrance: Provide an aggregate drive, 20 feet wide by 50 feet long
by 6 inches thick at each entrance to the site used by construction vehicles, until such
time as the permanent roadway is constructed. Remove soil if accumulated to a depth
greater than 0.5 inches.
3.6 Maintenance: The Owner and Contractor shall be responsible for maintaining all
temporary and permanent erosion control measures. Temporary structures shall be
maintained until such time as vegetation is firmly established in the area protected by
the structure. Permanent streambank protection and grassed areas shall be
maintained until completion of the project. Areas that fail to show a suitable stand of
grass or which are damaged by erosion shall be immediately repaired.
END OF SECTION

--a IVED
J U L 0 8 2003
DRAFT
Daiallin�7/7N3 6:46 p.m
DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS
OF
SUNSET SOUTH
This DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS
AND EASEMENTS OF SUNSET SOUTH ("Declaration"), a subdivision located in New
Hanover County, North Carolina, made and entered into as of the day of ,
2003, by and among HOUSING AND ECONOMIC OPPORTUNITIES, INC., a North Carolina
nonprofit corporation (hereinafter called "Declarant"); and ALL PROSPECTIVE
PURCHASERS OR OWNERS of Lots as shown on the map of "Sunset South" recorded in the
New Hanover County Register of Deeds Office;
WITNESSETH:
WHEREAS, Declarant is the owner of all the Lots and Common Elements and
streets shown on the map of Sunset South recorded in Map Book _, at Page _ in the office
of the Register of Deeds of New Hanover County (herein referred to as "the Map");
WHEREAS, Declarant, desires to submit the Lots and Common Elements,
together with the improvements thereon, to the provisions of Chapter 47F of the General Statutes
of North Carolina (hereinafter sometimes referred to as the "North Carolina Planned Community
Act" or the "Act"), and develop a residential community and intends by the recordation of this
Declaration to impose the covenants, conditions, restrictions and easements contained herein
(hereinafter sometimes called Restrictions) on the property described herein as Lots and
Common Elements to the end that the Lots and Common Elements shall be held subject to the
Act and said Restrictions;
NOW, THEREFORE, Declarant does hereby declare that the Restrictions
contained herein shall run with the Lots and Common Elements described herein; shall be a
burden on and a benefit to such Lots and Common Elements; shall be binding on all parties
Prepared by Ward and Smith, P.A., University Corporate Center, 127 Racine Drive,
Wilmington, NC 28403-8705
Please return to Ward and Smith, P.A., University Corporate Center, 127 Racine Drive,
Wilmington, NC 28403-8705
Attention: W. Daniel Martin, III

having or acquiring any right, title, or interest in the Lots or any part thereof; and shall inure to
the benefit of each Owner of any part thereof.
I.
Definitions
As used in this Declaration, the Articles, the Bylaws, and the Rules and
Regulations of the Association, exhibits attached and all amendments thereof, unless the context
requires otherwise, the following definitions shall prevail:
(1) "Articles" means the Articles of Incorporation of Sunset South Owners
Association.
(2) "Association" means Sunset South Owners Association, its successors and
assigns.
(3) "Association Documents" means collectively, the Articles of
Incorporation of the Association, this Declaration, the Bylaws and the Rules and Regulations, all
as may be amended, modified or restated from time to time. Any exhibit, schedule or
amendment to an Association Document shall be considered a part of that document.
(4) "Bylaws" means the Bylaws of Sunset South Owners Association.
(5) "Common Elements" means all real property (including the improvements
thereon), interests in real property and personal property now owned or hereafter acquired by the
Association for the common use and enjoyment of all of the Owners. The Common Elements
are subject to those easements and restrictions set forth in this Declaration.
(6) "Common Expenses" means expenditures made by or financial liabilities
of the Association, together with any allocations to reserves.
(7) "Declarant" means Housing and Economic Opportunities, Inc., its
successors and assigns.
(8) "Declaration" means this Declaration of Sunset South and any
amendments hereto. This Declaration sometimes is referred to herein as the Restrictions.
(9) "Development Period" means the period ending on the earliest of
W 31,20 or (ii) the date specified by Declarant in a written notice to the
Association that the Development Period is to terminate on that date.
(10) "Dwelling" means the primary residential structure located on a Lot built
in accordance with the requirements of this Declaration.

(11) "Eligible Mortgage Holder" means the holder of a first deed of trust on a
Lot who has requested in writing that the Association notify them of any proposed amendment to
the Declaration, the Articles, or the Bylaws.
(12) "Executive Board" means the Executive Board of Sunset South Owners
Association, Inc.
(13) "Lot" means those separately numbered and designated parcels shown on
the Map.
(14) "Owner" means the record Owner, whether one or more Persons, of a fee
or undivided fee interest in a Lot, including contract sellers, but excluding those having such
interest merely as security for the performance of an obligation.
(15) 'Permit" shall mean the North Carolina State Stormwater Management
Permit Number SW 8030404 and any amendments, additions or replacements thereof, or any
such permit obtained by Declarant.
(16) 'Person" means a natural person, a corporation, business trust, estate,
trust, partnership, association, joint venture, limited liability company or other legal or
commercial entity.
(17) "Stormwater Management Facilities" or "Stormwater Management
Facility" as those terms are used herein shall mean all areas consisting of ditches, swales,
stormwater retention ponds and any other improvement located in the Subdivision constructed
pursuant to the Permit.
(18) "Subdivision" means all of the property defined herein as Lots and
Common Elements.
(19) Any capitalized word not defined herein, unless it is plainly evident from
the context of this Declaration that a different meaning is intended, shall, as used herein, have the
meaning as set forth in N.C.G.S. 47F-1-103.
I"
Association - General Purposes, Membership and Voting
(1) An association named Sunset South Owners Association has been or will
be formed under the direction of Declarant pursuant to the rules and requirements of the
Nonprofit Corporation Act (Chapter 55A) of the General Statutes of North Carolina as an
association of the Owners of Lots. Its purposes are to own, manage, maintain, and operate the
Common Elements and facilities located upon the Common Elements, specifically including, but
not limited to, the Subdivision entrance signs, street lights, Stormwater Management Facilities,
drainage pipes and drainage outlets, streets (until accepted for maintenance by a governmental
3

entity) and other improvements and amenities in the Subdivision owned by the Association; to
enforce the Restrictions contained herein; and to make and enforce rules and regulations
governing the Owners' use and occupancy of Lots and Common Elements. In addition to the
foregoing, the Association has as its purposes the acceptance of the transfer of the Permit from
Declarant and to take all actions and pay all fees required to effect such transfer of the Permit,
and thereafter to oversee, inspect, manage and, when necessary, repair and replace all
Stormwater Management Facilities located within the Common Area or on individually owned
Lots.
(2) To fulfill the general purposes of the Association as set forth herein, in the
other Association Documents, and in the Act, the Association shall have all the powers set forth
in the Act and the North Carolina Nonprofit Corporation Act and any other specific powers
enumerated and set forth in the Association Documents.
(3) Declarant, by this Declaration, and the Owners of individual Lots, by their
acceptance of individual deeds thereto, covenant and agree with respect to the Association:
(A) that each is a member of the Association; (B) that for so long as each is an Owner, each will
perform all acts necessary to remain in good and current standing as a member of the
Association; and (C) that each shall be subject to the rules and regulations of the Association
with regard to ownership of a Lot.
(4) Each membership in the Association shall relate to and have a unity of
interest with an individual Lot which may not be separated from ownership of said Lot.
(5) The Association shall have two (2) classes of members:
Class A - The Class A member(s) shall be all Owners with the exception of any
Owners who qualify as Class B members, and they shall be entitled to one vote for each Lot
owned; provided, however, when more than one Person holds an interest in any Lot, all such
Persons shall hold the membership with regard to such Lot in undivided interests. The vote of
such multiple Owners of a Lot shall be exercised as they, among themselves, shall determine, but
in no event shall any fractional vote be counted or more than one vote be cast with respect to any
Lot.
Class B - The Class B member shall be Declarant. Class B member shall be
entitled to three (3) votes for each Lot owned. The Class B membership shall cease and be
converted to Class A membership upon the occurrence of either of the following events,
whichever first occurs: (i) December 31, 2010; or (ii) when the total votes outstanding in the
Class A membership equal or exceed the total votes outstanding in the Class B membership.
4

rii
]Management and Administration of Subdivision
The Association shall be fully responsible for the maintenance, management and
operation of the Common Elements and the Subdivision entrance signs, street lights, Stormwater
Management Facilities, drainage pipes and drainage outlets, roads (until accepted for
maintenance by a governmental entity) and other improvements and amenities in the Subdivision
owned by the Association. The Association shall also be responsible for maintenance of
Landscaping installed within the right of way of the Subdivision streets between the edge of the
paved street and the boundary line of each Lot. The management shall be carried out in
accordance with the terms and conditions of the Association Documents, but may be delegated
or contracted to managers or management services. Provided, however, any contract entered into
by the Association prior to the termination of the Class B membership shall contain a provision
allowing the Association to terminate the contract without cause and without penalty or extra
charge, at any time after the termination of the Class B membership upon ninety (90) days
advance notice.
Assessments for Common Expenses
(1) Assessments:
(a) Each Owner of any Lot by acceptance of a deed for same (whether
or not it shall be so expressed in such deed) is deemed to agree to pay to the Association
assessments as hereinafter provided. The assessments, together with interest, costs and
reasonable attorneys' fees, subject to the provisions of Section (7) of this Article, shall be a
continuing lien upon the Lot against which each such assessment is made. Furthermore, each
assessment, together with interest, costs, and Reasonable Attorneys' Fees, shall also be the
personal obligation of the Person who was the Owner of the Lot at the time when the assessment
fell due. The personal obligation for assessments shall not pass to a successor in title to a Lot
unless expressly assumed by them but, subject to the provisions of this Declaration, delinquent
assessments shall continue to be a lien upon such Lot. Assessments shall commence as to each
Lot upon the delivery of the deed to the Person owning the Lot.
(b) Subject to the limitations set forth herein upon the Declarant's
obligation to pay assessments, the Executive Board shall establish and set the assessment for
each Lot for each fiscal year and may provide that such assessments shall be payable
installments during the fiscal year, which installment shall be no less frequent than monthly. The
initial assessment for each Lot is Three Hundred Sixty and Nof100 Dollars ($360.00) per year.
E

(2) Annual Budget:
(a) As provided in the Bylaws and subject to the restrictions and
limitations provided herein, the Executive Board shall establish an Annual Budget in advance for
each fiscal year. Such budget shall project all Common Expenses for the forthcoming fiscal
year, including a reasonable allowance for contingencies and reserves. The budget shall take
into account the maintenance obligations as set forth above and any projected or anticipated
income. The Executive Board shall keep separate, in accordance with subparagraph (c) of this
Section 2, items relating to the daily operation, management and maintenance of the Association
and Common Elements from items relating to capital improvements. Upon adoption of such
Annual Budget by the Executive Board, copies of said budget shall be delivered to each Owner
and the assessment for said year shall be established, subject to the restrictions and limitations
provided herein, based upon such budget; however, the non -delivery of a copy of said budget to
each Owner shall not affect the liability of any Owner for such assessment. The Annual Budget
shall be ratified by the Owners as provided by Section 4.5(m) of the Bylaws. Should the
Executive Board at any time determine, in its sole discretion, that the assessments levied are, or
may prove to be, insufficient to pay the Common Expenses of the Association during such fiscal
year, or in the event of emergencies, the Executive Board shall have the authority to levy such
additional assessment or assessments it may deem to be necessary.
(b) The Executive Board, in establishing the Annual Budget, shall
designate therein a sum to be collected and maintained as a reserve fund (the Capital
Improvement Fund) for the periodic maintenance, repair and replacement of capital
improvements to the Common Elements and Landscaping on the Lots. The amount to be
allocated to the Capital Improvement Fund may be established by the Executive Board so as to
collect and maintain a sum reasonably necessary to anticipate the need for repair, maintenance
and replacement of capital improvements to the Common Elements and to maintain, repair and
replace Landscaping on the Lots as provided herein. The Capital Improvement Fund shall be
maintained in a separate account by the Association and such monies shall be used only for
periodic maintenance, repair and replacement of capital improvements to the Common Elements
and to maintain, repair and replace Landscaping on the Lots as provided herein. Any interest
earned on monies in the Capital Improvement Fund shall not be expended for daily operation,
management and maintenance of the Association and Common Elements.
(c) All monies collected by the Association shall be treated as the
separate property of the Association and such monies may be applied by the Association to the
payment of any expense of operating and managing the Association, or the proper undertaking of
all acts and duties imposed upon it by virtue of this Declaration, the Articles and the Bylaws,
except that monies placed in the Capital Improvement Fund shall be used only for the specified
purposes of said account. As monies for assessments are paid into the Association by any
Owner, the same may be commingled with monies paid to the Association by the other Owners
for the same purposes. Although all funds, including other assets of the Association, and any
increments thereto or profits derived therefrom or from the leasing or use of Common Elements,
shall be held for the benefit of the members of the Association, no member of the Association
:l

shall have the right to assign, hypothecate, pledge or in any manner transfer his membership
interest therein, except as an appurtenance to his Lot. When the Owner of a Lot shall cease to be
a member of the Association by reason of his divestment of ownership of such Lot, by whatever
means, the Association shall not be required to account to such Owner for any share of the funds
or assets of the Association, including any monies which such Owner may have paid to the
Association, as all monies which any Owner has paid to the Association shall be and constitute
an asset of the Association which may be used in the operation and management of the
Association.
(3) Except as herein provided, assessments for Lots shall be fixed at a uniform
rate.
(4) The payment of any assessment or installment thereof shall be in default if
such assessment or installment is not paid to the Association within thirty (30) days of the due
date for such payment. When in default, the delinquent assessment shall bear interest at such
rate as may be determined by the Executive Board, but not greater than the rate permitted by the
Act, from time to time, until paid in full. The Executive Board may establish procedures to
collect delinquent assessments, together with penalties, interest and other charges as permitted by
the Act; and, in accordance with such procedures, may declare the payment of any future
installments of the assessment to be accelerated and the entire assessment due and payable
immediately.
(5) The assessments levied by the Association shall be used exclusively to pay
Common Expenses and to promote the recreation, health, safety and welfare of the Owners and
the improvement and maintenance of the Common Elements and Lots as provided herein.
(6) The Association shall, upon demand, and for a reasonable charge, furnish
a certificate signed by an officer of the Association setting forth whether the assessments on a
specified Lot have been paid. A properly executed certificate of the Association as to the status
of assessments on a Lot is binding upon the Association as of the date of its issuance.
(7) The lien of the assessments provided for herein shall be subordinate. to the
lien of army first lien deed of +?ust. Sale or transfer of any Lot shall not affect the assessment lien.
However, the sale or transfer of any Lot pursuant to foreclosure of a first lien deed of trust or any
proceeding in lieu thereof, shall extinguish the lien (but not the personal obligation of the Person
who was the Owner of the Lot at the time when the assessment fell due) of such assessments as
to payments which became due prior to such sale or transfer. No sale or transfer shall relieve
such Lot from liability for any assessments thereafter becoming due or from the lien thereof.
(8) In order to establish a working capital fund, upon the conveyance of a Lot,
each such Owner shall contribute at closing an amount equal to one -sixth (1/6) of the assessment
levied for the current year against such Lot, said sum to be paid to the Association. Said sum
shall be an advance payment of regular assessments.
7

IY
Special Assessments
(1) Special assessments may be levied against Lots for such reasons as are
provided in the Association Documents, and on such terms as provided by the Executive Board.
Furthermore, special assessments may be assessed against a specific Lot to pay for the cost of
curing a violation of the Association Documents and as may be provided otherwise for in the
Act. No special assessments shall be levied upon any Lot owned by Declarant unless Declarant
consents. Special assessments, together with interest, costs and reasonable attorneys' fees, shall
be a continuing lien upon the Lot against which each such special assessment is made.
Furthermore, each such special assessment, together with interest, court costs, and reasonable
attorneys' fees, shall be the personal obligation of the Person who was the Owner of the Lot at
the time when the assessment fell due. The personal obligation for delinquent special
assessments shall not pass to a successor in title to a Lot unless expressly assumed by them but,
subject to the provisions of this Declaration, delinquent special assessments shall continue to be
a lien upon such Lot. It is provided, however, that no special assessments shall be levied upon a
Lot until a Dwelling on such Lot either has been constructed and occupied or constructed and
sold unless Declarant consents to such special assessments.
(2) The Association shall, upon demand, and for a reasonable charge, furnish
a certificate signed by an officer of the Association setting forth whether the special assessments
on a specified Lot have been paid. A properly executed certificate of the Association as to the
status of special assessments on a Lot is binding upon the Association as of the date of its
issuance.
VI.
Lien for Assessments
Any assessment, together with interest at the rate specified herein, costs of
collection, court costs, and Reasonable Attorneys' Fees, shall constituie a lien against the Lot
upon which such assessment is levied. If such assessment is not paid within thirty (30) days after
the date such assessment is due, the Association may record notice of the same in the Office of
the Clerk of Superior Court of New Hanover County and thereafter proceed to collect such
delinquent assessments and charges in accordance with the assessment collection policy
established from time to time by the Executive Board. Action to collect delinquent assessments
may include, but not be limited to, filing a Notice of Lis Pendens, bringing an action at law
against the Owner personally obligated to pay the same and/or bringing an action to foreclose the
lien against the Lot. No Owner may waive or otherwise escape liability for the assessments
provided for herein.
E

VII.
Compliance With Association Documents
In the case of failure of an Owner to comply with the terms and provisions
contained in Association Documents, the following relief shall be available:
(1) The Association or an aggrieved Owner on his behalf shall have the right
to bring an action and recover sums due, damages, injunctive relief, and/or such other and further
relief as may be just and appropriate.
(2) The Association, in addition to any other rights set forth in the Association
Documents, is authorized and shall have the right to: (a) enter any portion of the Subdivision or a
Lot on which, or as to which, a violation or breach exists and summarily to abate and remove, at
the expense of the defaulting Owner, any structure, thing or condition that may exist thereon
contrary to the intent and meaning of the provisions of the Association Documents, and the
Executive Board, its agents or employees, shall not thereby be deemed guilty in any manner of
trespass; and (b) to use self-help to remove or cure any violation of the Association Documents
within the Subdivision. Such actions undertaken by the .Association shall be upon compliance
with the Notice and Hearing procedures contained in this Declarationthe B54aws,
procedures being ineer-peFated herein by r-efennee. However, notwithstanding any other
provisions in the Declaration to the contrary,
the Association, acting through its Executive Board may enforce any provision and regulations
of the Association Documents by self-help specifically including, but not limited to, violations
and defaults which create a health hazard, a dangerous or emergency situation, the towing of
vehicles that are in violation of parking rules and regulations and removing of signs, mail boxes
and other items of similar size which are in violation of the Association Documents.
Additionally, the Board may elect to enforce any provision of the Association Documents
without complying with the Notice and Hearing procedures through a civil action at law or in
equity to enjoin any violation or to recover monetary damages or both. In any such civil action
or lawsuit, to the maximum extent permissible, the Owner or occupant responsible for the
violation for which abatement is sought shall pay all costs incurred by the Association, including
Reasonable Attorneys' Fees actually incurred, if the court finds for the Association.
(3) The Executive Board shall not impose a fine or penalty, undertake
permitted remedial action, suspend voting or infringe upon other rights of an Owner or other
occupant of a Lot for violations of the Declaration, the Bylaws or the Association's rules and
regulations without compliance with the Notice and Hearing procedures contained in this
Declaration be a
� ) r �b • 1/^ 4 herein by 1{riVl VliGri.
(4) The remedies provided by this Article are cumulative and are in addition
to any other remedies provided in the Association Documents, by law and the Act.
r�

(5) The failure of the Association or any Person to enforce any provision of
the Association Documents shall not be deemed a waiver of the right to enforce such provisions
thereafter as to the same violation or subsequent violation of similar character.
Property Rights of Lot Owners,
Cross -Easements, and Exceptions
(1) Every Owner of a Lot as an appurtenance to such Lot shall have a
non-exclusive perpetual easement over and upon the Common Elements for each and every
purpose or use for which such Common Elements were intended as determined by their type or
for which such Common Elements generally are used, subject to the limitations and provisions
contained herein. Such easements and rights shall be appurtenant to and shall pass with the title
to every Lot, whether or not specifically included in a deed thereto, subject to the restrictions and
limitations contained herein, including but not limited to, the following provisions:
(a) The Association shall have the right to make reasonable rules and
regulations respecting the use of same, and exercise any powers granted by the Act and the North
Carolina Nonprofit Corporation Act.
(b) The Association shall have the right, upon compliance with the
Notice and Hearing Procedures contained in this Declaration-h-e-By4aws, to suspend the rights of
an Owner to utilize the Common Elements and the improvements thereon during any period in
which any assessment against such Owner's Lot remains unpaid, and for a period not to exceed
sixty (60) days for any other violation of the Association Documents.
(2) Any Owner may delegate, in accordance with the Bylaws, his right of
enjoyment to the Common Elements and facilities to the members of his family and guests.
(3) Easements for the installation and maintenance of utilities and drainage
facilities as shown on the Map are hereby reserved and retained by Declarant, together with c
right to grant similar easement rights to other Persons. No structure, fence, planting,
Landscaping or other material which may interfere with the installation and maintenance of
utilities, which may change the direction of flow of drainage channels in the easements, or which
may obstruct or retard the flow of water through drainage channels in the easements may be
placed in the easement areas without prior approval by the Committee. Structures, fences,
Landscaping and other materials which have been approved by the Committee may be placed in
the easement areas. The Committee may deny placement of structures, fences, Landscaping or
other materials in the easement areas if it determines they would adversely affect the drainage or
utilities of the Subdivision.

1"
Architectural Committee and Architectural Restrictions
(1) There hereby is constituted Sunset South Architectural Committee
("Committee") to be appointed, and replaced, and to possess the qualifications and powers as
specified herein. The Committee shall consist of one (1) individual to be appointed by Declarant
until Declarant releases its right, in writing, to make such appointment who shall serve until he
resigns or is replaced by Declarant, which Declarant reserves the right to do. Declarant shall
have the sole right to replace said member unless Declarant has released that right to appoint the
member of the Committee. The right of Declarant to appoint, remove and replace the Committee
shall expire upon termination of the Development Period without any further action or consent of
Declarant, at which time the Executive Board shall thereafter have the right to appoint, remove
and replace members of the Committee. Thereafter, the Committee shall be subject to such
procedures and regulations as may be approved, amended, restated or modified from time to time
at the direction of the Executive Board.
(2) Before any Lot clearing, grading, or removal of trees, or before any
structure, fence, building, wall, walkway, mailbox, paper box, sign, trash can holder, or any
improvement, replacement or addition to any of same shall be commenced, erected, or
maintained upon any Lot, or upon any Common Elements and before any alteration (including
painting) of the exterior portion of any structure located upon the Lots or the Common Elements
and before any alteration of the surface of any Lot or area appurtenant to any Lot including, but
not limited to installation of Landscaping, in the Subdivision shall be commenced (except as
shall be undertaken by the Declarant or the Association itself), the Person desiring to make such
changes or erections shall submit and have approved by the Committee plans and specifications
detailing the changes and erections. The plans and specifications must show the structure, kind,
shape, height, color, material and location of the changes or erections. Applications to the
Committee shall include two (2) complete sets of the final plans and specifications for any and
all proposed improvements and other information requested by the Committee on its application
forms and shall be (a) hand delivered to the current president of the Association, or (b) mailed
certified or registered with return receipt requested io the registered office of the Association and
marked to the attention of the Committee.
(3) The Committee shall make its decision approving or disapproving the
plans by taking into consideration the nature of the Subdivision, the aesthetics of the proposed
changes or alterations, the harmony of the proposed change or erection with the architectural
style of neighboring buildings (including the Dwelling on a Lot in the case of approval sought
for permitted outbuilding appurtenant to the Dwelling), durability of construction, relative costs,
and protection of the investment of the Owners of other Lots in the Subdivision. Submission of
incomplete or inaccurate plans and specifications shall result in disapproval. One set of plans
and specifications with the approval or disapproval of the Committee shall be returned to the
party submitting them and the other copy shall be retained by the Committee for its permanent
files.
11

(4) A majority vote of the Committee shall be required to take any action. If
the Committee fails either to approve or disapprove any plans so submitted within thirty
(30) days of receipt by the chair of the Committee, the plans will be deemed approved. The
Committee does not have to hold formal meetings. Any action or decision of the Committee
may be appealed to the Executive Board by the Person submitting such request to the Committee
or any other party deemed by the Executive Board to have standing as an aggrieved party. The
Executive Board may modify or reverse any such action or decision of the Committee or may
grant reasonable variances of the requirements of this Article as generally permitted in
Article XN. Any appeal to the Executive Board shall be in writing and delivered to the
President of the Executive Board in the manner provided for delivery of notices set forth in
Article XIX within ten (10) days following the decision by the Committee.
(5) Neither the Executive Board, the Committee nor any agent of Declarant
shall be responsible in any way for any defects in any plans or specifications submitted, revised
or approved in accordance with the foregoing provisions or any structural or other defect in any
work done according to such plans and specifications.
(6) The requirements of this Article shall not constitute a lien or encumbrance
on any Lot on which construction is complete, and any subsequent purchaser thereof is in no way
affected by the failure of his predecessors in title to comply with the terms hereof.
(7) Subject to approval of the Executive Board, the Committee may establish
(a) such procedures and requirements for submittal and review of plans and specifications as it
deems appropriate from time to time the review of plans and inspections which are not
inconsistent with Sections (2), (3) and (4) above, (b) times during which construction may take
place upon Lots or within Dwellings and (c) fees and costs associated with the review of plans
and the conduct of inspections.
X.
Insurance
(1) The Association shall purchase and maintain, to the cxtent reasonably
available, hazard insurance against loss or damage by fire and similar perils for all improvements
and fixtures owned by the Association located on Common Elements, including personal
property of the Association. The insurance, if reasonably available, shall cover at least ninety
percent (90%) of the current replacement costs of the improvements and fixtures, after
application of any deductibles, as determined by the Association with the assistance of the
insurance company providing coverage or consultant selected by the Executive Board. Coverage
may exclude land, foundations, excavations, or other items that are usually excluded from
insurance coverage. The insurance policy shall require that the insurer notify the Association in
writing at least sixty (60) days prior to any substantial change in coverage or cancellation. The
insurance policy shall also contain clauses providing for waiver of subrogation.
12

(2) If the property of the Association is located within a special flood hazard
area, the Association may purchase and maintain flood insurance in amounts it deems necessary.
Any such policy shall require the insurer to notify the Association in writing at least sixty
(60) days prior to cancellation or any substantial change in the coverage.
(3) The Association shall purchase and maintain at all times a comprehensive
general liability insurance policy covering all Common Elements and any other areas that are
under its supervision. The liability insurance shall insure against liability to the public or to
Owners, their tenants, guests or invitees, relating in any way to the ownership, operation,
maintenance and/or use of the Common Elements, and any part thereof, and any other areas
under the Association's supervision. Such insurance policy shall, if reasonably available, contain
a "severability of interest endorsement" or equivalent coverage which precludes the insurer from
denying the claim of an Owner because of the negligent acts of the Association or other Owners.
Limits of liability shall be at least One Million Dollars ($1,000,000) covering all claims for
bodily injury and/or property damage arising out of a single occurrence. Coverage under this
policy shall include, if available and economically feasible, legal liability arising out of losses
related to employment contracts of the Association. The policy shall require the insurer to notify
the Association in writing at least 10 days before the insurer cancels or substantially changes the
coverage. The general liability insurance to be purchased pursuant to this subsection shall
include Directors and Officers Liability Insurance in an amount not less than One Million
Dollars ($1,000,000.00), or, if such coverage cannot be obtained within said policy, a separate
policy providing such coverage and in such amount shall be purchased by the Association.
(4) Fidelity bonds or insurance coverage against dishonest acts on the part of
such persons (including by way of illustration and not limitation, Association members, officers,
directors, managers, agents, employees and volunteers) handling or responsible for funds
belonging to or administered by the Association may be maintained by the Association if deemed
necessary. In the event the Association has delegated some or all of the responsibility for
handling of funds to a management agent, such bonds or insurance coverage may include
officers, employees and agents of such management agent. Any such fidelity bond or insurance
shall name the Association as the named insured. Any such policy shall contain a provision
providing that it may not be cancelled or substantially modified (including cancellation for
nonpayment of premium) without at least ten (10) days prior written notice to the Association
and all Eligible Mortgage Holders.
(5) If the insurance described in Sections (1) and (3) above is not reasonably
available, the Association promptly shall cause notice of that fact to be hand -delivered or sent
prepaid by United States mail to all Lot Owners.
(6) Any loss covered by the insurance maintained by the Association under
Section (1) of this Article shall be adjusted with the Association; provided, however, all
insurance proceeds for that loss are payable to any insurance trustee designated for that purpose,
or otherwise to the Association, and not to any mortgagee or beneficiary under a deed of trust.
The insurance trustee or the Association shall hold any insurance proceeds in trust for the Lot
13

Owners and their respective mortgagees as their interests may appear. Such proceeds shall be
distributed and utilized as provided in the Act.
(7) Each Owner shall be responsible for obtaining and shall pay the cost of
any hazard insurance against fire and similar perils including flood on such Owner's Dwelling,
personal property, fixtures and appliances. Each Owner's hazard insurance policy shall name the
Association as a loss payee. Each Owner shall be responsible for purchasing and maintaining
liability insurance covering his Lot and Dwelling.
(8) If any Dwelling located on a Lot is destroyed by fire or other casualty, all
rubbish and debris shall be removed with promptness after such fire or other casualty. In no
event shall debris or rubbish remain on a Lot longer than two (2) months after such fire or other
casualty. Provided, however, no such removal or demolition shall be required if prohibited by
court order or if a legal or insurance investigation concerning such fire or casualty is ongoing.
(3) The deductible, if any, of any insurance policy purchased by the Executive
Board shall be a Common Expense; provided, however, that the Association may, pursuant to
Article VI hereof, assess as a special assessment any deductible amount necessitated and arising
from the act, misuse or neglect of an Owner or such Owner's tenant, household, guests,
employees, agents and invitees.
/W
Restrictions on Use and Occupancy
(1) All Lots shall be used for single family residential purposes only and no
dwelling shall be erected on any Lot other than one detached single family dwelling not to
exceed two and one-half stories in height, a one, two, or three car garage, and appurtenant
accessory buildings or structures as .may be approved by the Committee. No permitted garage or
accessory building shall be utilized for living quarters. No trailer, tent, mobile home, or other
structure of a temporary character shall be placed on any Lot. All buildings shall be of wood,
stone, brick, brick veneer, stucco; masonuite, or vinyl siding_ Any other materials must be
approved by Declarant er he Committee.
(2) No building shall be erected nearer to the front lot line, or side lot line, or
rear lot line than the setback lines shown on the Map.
(3) No dwelling erected on any Lot shown on the Map shall have less than
1100 square feet of enclosed dwelling area. The term "enclosed dwelling area" as used herein
shall be the total finished/heated area within the dwelling; provided, however, that such term
does not include garages, terraces, decks, porches and other unheated areas.
(4) No Lot shall be re -subdivided.
14

(5) No commercial trade or activity, or any noxious trade or activity
whatsoever, shall be carried on upon any Lot, nor shall anything be done thereon which may be,
or may become, an annoyance or nuisance to other Lot Owners. Unsightly, inoperative junk cars
and like eyesores cannot be maintained on any Lot either prior to or after a dwelling has been
erected on said Lot or on any Street located in the Subdivision and any such automobiles may be
removed by the Declarant or the Corporation at the Lot Owner's expense.
(6) Owner covenants that it will use, enjoy and occupy the dwelling on the
Lot as Owner's primary and principal residence for Owner and his family. Owner shall not rent
or lease the dwelling and Lot or permit the dwelling and Lot to be occupied by Persons other
than Owner and his family members under any oral or written agreement.
(7) All buildings, structures and their appurtenances located on a Lot shall be
maintained in a suitable state of repair, and in the event of destruction by fire or other casualty,
the Lot is to be cleared and debris removed within ninety (90) days from date of such casualty.
(8) No animals, other than domesticated dogs, cats or other household pets,
may be kept or housed on any Lot. No dogs, cats or other household pets may be kept, bred or
maintained for any commercial purposes, nor may they be kept in such numbers or of such
nature as to be or become a nuisance to adjoining Lot Owners or any residents of the
Subdivision. Any housing or shelter constructed for said domesticated dogs or cats shall be
screened with fencing (or otherwise) that shall be approved by Declarant or the Committee.
Animals, when not housed, shall be on a leash at all times.
(9) No Lot shall be used or maintained as a dumping ground for rubbish,
trash, garbage, or other waste, and such materials may not be kept on any Lot, except in sanitary
containers. All incinerators or other equipment for the storage or disposal of such materials shall
be kept in a clean and sanitary condition. Upon completion of construction of a dwelling, and as
a part of the construction, the Owner of said Lot thereof shall generally landscape the Lot so as
to be in keeping with the yards of the Owner's neighbors. The front yard areas of all Lots shall
be generally smoothed and sodded at all street fronts. There shall be no mass clearing or
stripping of trees from- any Lot without_ the prior written consent of the Declarant or the
Committee.
(10) No fence shall be erected on any Lot nearer the front property or lot line
than the rear corners of the dwelling erected on said Lot, and all fences erected on any Lot shall
not exceed four (4) feet in height and shall be constructed of wood or "PVC" type composition.
No fence or structure of any kind shall be placed within utility and drainage easements shown on
the Map or upon any Stormwater Management Facility except as permitted by the Permit.
(11) No boat, motor boat, camper, trailer, school bus, motor home, mobile
home, truck rated over one (1) ton, or other vehicle similar to any of the same shall be permitted
to remain on any Lot, or in any parking space on or adjacent to any Lot, unless prior written
consent for the same is obtained from the Declarant or the Committee, or unless the same is
15

properly stored in an enclosed area such that no part of such vehicle is visible to anyone from the
Streets located in the Subdivision.
(12) Any and all erosion from a Lot occurring as the result of any construction
on said Lot must stabilized and controlled as described hereinabove within sixty (60) days of the
occupancy of said dwelling by the Owner of the Lot or as required by any applicable law,
regulation, rule or ordinance.
(13) The maximum allowable "built -upon area" on any Lot in the Subdivision
is 2,500 square feet. 'Built -Upon Area" includes any area constructed within the Lot property
boundaries and that portion of the right-of-way between the front lot line and the edge of the
pavement. 'Built -Upon Area" includes, but is not limited to, structures, asphalt, concrete, gravel,
brick, stone, slate, and coquina, but does not include raised, open wood decking, or the water
surface of swimming pools. All runoff from the Built -Upon Area on all Lots must drain into the
permitted Stormwater Management Facilities. This may be accomplished through providing roof
drain gutters which drain to the streets, grading the Lots to drain toward the streets or grading
perimeter swales to collect Lot runoff and directing them into the Stormwater Management
Facilities or into the streets. Lots that will naturally drain into the Stormwater Management
Facilities are not required to provide these additional measures. The covenants set forth in this
Paragraph (13) are intended to ensure ongoing compliance with State Stormwater Management
Permit No. SW8030404 as issued by the Division of Water Quality under NCAC 2111000 and
any amendments, additions or replacements thereof, or any such permit obtained by Declarant
and relating to property annexed into the Subdivision by Declarant as provided herein (the
"Permit"). The State of North Carolina is made a beneficiary of the covenants set forth in this
Paragraph (13) to the extent necessary to maintain compliance with the Permit. The covenants
set forth in this Paragraph (13) pertaining to stormwater may not be altered or rescinded without
the express written consent of the State of North Carolina, Division of Water Quality. Alteration
of the drainage as shown on the approved stormwater plan for the Subdivision may not take
place without the concurrence of the State.
(14) In the event the Owner of a Lot shall damage or through negligent failure
to act allow damage to occur to any drainage or utility easement or Stormwater Management
Facilities located in the Subdivision, the Owner of said Lot shall be responsible and liable for the
repair or replacement of said drainage or utility easement or the Stormwater Management
Facilities as provided in these Restrictions. From and after the time the Permit is transferred to
the Corporation, Declarant shall have no responsibility for maintaining any drainage easements
or Stormwater Management Facilities in the Subdivision except drainage easements or
Stormwater Management Facilities located on Lots owned by Declarant. Within the drainage
and utility easements set forth in these Restrictions or shown on the Map, no structure, fencing,
planting or other material shall be placed or permitted to remain which may damage or interfere
with the installation or maintenance of utilities or which may change the direction or flow of
drainage channels in the easements or violate the provisions of the Permit.
16

(15) It shall be the obligation of the Owner of any Lot in the Subdivision to
provide, install and maintain an adequate culvert or drain pipe beneath any driveway located on
said Lot as said driveway crosses the ditch or swale line at the front of the Lot in order that the
natural flow of drainage will not be at any time blocked along the street. The culvert or drainage
pipe must be of sufficient size to accommodate the flow of surface water in the ditch line. In no
instance shall said drainage pipe be less than 15 inches in diameter. This pipe shall be installed
prior to the construction of any dwelling on a Lot. The foregoing provisions of this Paragraph 16
notwithstanding, all such culverts or drain pipes shall comply with the Permit.
(16) Motor vehicles without current and valid licenses and inspections shall not
be permitted to remain on any Lot or any Streets within the Subdivision. Motor vehicles utilized
for commercial purposes shall not be permitted upon any Lot or upon the Streets within the
Subdivision except during the construction of residential dwellings upon the Lots and for the
delivery of goods and services to the residential dwellings located upon the Lots.
(17) No signs of any type or description shall be placed on or displayed on a
Lot or the improvements thereon except signs advertising the property as being for sale, which
signs shall not exceed six (6) square feet in size.
Special Declarant Rights
In addition to rights elsewhere reserved by Declarant in this Declaration, the Articles and the
Bylaws, Declarant hereby reserves those Special Declarant Rights as defined in the Act together
with the following:
(1) Declarant reserves the right to subject the Lots to a contract with any
public utility or municipality for electricity and lighting to the Lots, including the installation of
underground electric cables, which contract may require an initial payment and/or continuing
monthly payments to such public utility or municipality by the Owner of each Lot. Such
expense, including both initial and continuing monthly pay-iments, shall be an individual cost to
be borne by each individual Lot Owner and is not a (common Expense paid through assessments.
(2) Declarant hereby retains and reserves for itself, together with the right to
grant similar easements to other Persons, perpetual non-exclusive general access and utility
easements over, upon and under the streets, roads, utility lines, and drainage and utility
easements existing in the Subdivision and/or shown on the Map. Such easements are
non-exclusive and are for the purpose of providing utilities and access to property in the
Subdivision area. Said easements shall run to the benefit of all parties and property to whom
Declarant grants similar easements. Reference to access easements throughout this Declaration
shall be interpreted to include perpetual non exclusive general access and utility easements for
ingress, egress, regress, access and the maintenance and installation of utilities.
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(3) Declarant retains and reserves a perpetual easement over and under the
streets in the Subdivision for the purpose of installing, maintaining, and repairing power lines,
light poles, light fixtures and other apparatus necessary for a street light system for the
Subdivision.
(4) Declarant retains and reserves for itself, together with the right to grant a
similar easement to any other Person, a perpetual easement over and under the streets in the
Subdivision for the purpose of installing, maintaining, and repairing water and sewer lines to
service property in the Subdivision area.
(5) The right to appoint the Committee as set forth in Article IX(1) of this
Declaration.
Declarant may transfer all or any portion of the Special Declarant Rights created or reserved
hereunder to any Person pursuant to the provisions of the Act.
Waiver
No provision contained in Association Documents shall be deemed to have been
waived, abandoned, or abrogated by reason of failure to enforce them on the part of any Person
as to the same or similar future violations, no matter how often the failure to enforce is repeated.
F.14VAI
Variances
The Executive Board in its discretion may allow reasonable variances and
adjustments in the restrictions contained herein in order to alleviate practical difficulties and
hardship in their enforcement and operation. Any such variances shall not violate the spirit or
the intent of this document to create a Subdivision of hots owned in fee by various Persons with
each such Owner having an easement upon areas owned by the Association. No variance or
adjustment will be permitted if such would be materially detrimental or injurious to the welfare
of the other property and improvements in the Subdivision as determined by the Executive
Board.
/M+
Duration, Amendment and Termination
(1) The Restrictions contained in this Declaration shall run with and bind the
Lots and Common Elements until May 1, 2023, after which time they shall automatically be
extended for successive periods of ten (10) years. This Declaration may be amended in full or
18

part by an affirmative vote or written agreement signed by Owners of Lots to which at least
sixty-seven percent (67%) of the votes in the Association are allocated; provided, that no
amendment shall: (a) alter any obligation to pay ad valorem taxes on the Common Elements;
(b) alter any obligation to pay assessments for street lighting as herein provided or affect any lien
for the payment of same; (c) modify any provision contained herein which specifically requires
the consent of another party to modify such provision unless the required consent of such other
party has been obtained; or (d) modify the rights or add to the obligations of the Declarant unless
the Declarant executes the instrument.
To be effective any amendment must be recorded in the New Hanover County
Register of Deeds office.
(2) Until the termination of the Class B membership, Declarant may
unilaterally amend this Declaration for any purpose; however, any such amendment shall not
adversely affect the title to any Lot unless the Owner thereof shall consent in writing.
(3) Invalidation of any of these Restrictions by judgment or court order shall
in no way affect any other provision of these Restrictions which shall remain in full force and
effect.
(4) This Declaration and the Sunset South planned con.-nunity may be
terminated only by written agreement signed by Owners of Lots to which at least eighty percent
(80%) of the votes in the Association are allocated. Any such termination shall be in accordance
with the provisions of N.C. Gen. Stat. § 47F-2-118.
XVI.
Common Elements: Private
(1) All Common Elements and any facility thereon are private. Neither the
Declarant's execution of this Declaration nor recording of the Map nor any other act of the
Declarant with respect_ to the property is or is intended to be or shall be construed as a dedication
to the public of any of the Common Elements. An easement for the use and enjoyment of each
of the areas designated as Common Elements is reserved by the Declarant, its successors and
assigns.
(2) All Common Elements shall be owned by the Association and shall be
accepted by the Association free and clear of all liens and encumbrances except pro rata ad
valorem real property taxes for the year of conveyance, reasonable drainage and utility
easements, the easement rights specified herein, including but not limited to, easement rights
retained by Declarant herein, all government laws and regulations, and this Declaration.
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Acceptance
(1) The grantee of any Lot subject to these Restrictions, by acceptance of a
deed conveying title thereto, or by the execution of a contract for the purchase thereof, whether
from Declarant or a subsequent owner of such Lot, shall accept such deed or contract upon and
subject to each and all of these Restrictions herein contained and also the jurisdiction, rights and
powers of Declarant and the Association, and by such acceptance shall for himself, his heirs,
personal representatives, successors and assigns, covenant, consent and agree to and with
Declarant and the Association and to and with the grantees and subsequent owners of each of the
Lots to keep, observe, and comply with the Association Documents.
(2) Each such grantee also agrees, by such acceptance, to assume, as against
Declarant, its successors and assigns, all of the risks and hazards of ownership or occupancy
attendant to such Lot, including but not limited to its proximity to any Common Element or
recreational facility.
Captions
The captions preceding the various Articles of these Restrictions are for the
convenience of reference only, and shall not be used as an aid in interpretation or construction of
these Restrictions.. As used herein, the singular includes the plural and where there is more than
one Owner of a Lot, said Owners are jointly and severally liable for the obligations herein
imposed. Throughout this Declaration, references to the masculine shall be deemed to include
the feminine, the feminine to include the masculine and the neuter to include the masculine and
feminine.
XIX.
Notice
All notices provided for or permitted pursuant to these Restrictions shall be in
writing and, except as is herein expressly otherwise provided, notice shall be deemed sufficient
and service thereof completed upon transmittal by facsimile, hand -delivery or receipt, refusal or
nondelivery of same when mailed postage prepaid to the party to or upon whom notice is being
given or served at the address of such party last reflected on the records of the Association.
KI7

ARTICLE XX
Hearing Procedure
Except as may be otherwise specifically authorized by this Declaration or. the
Bylaws, the Executive Board shall not impose a fine or penalty, undertake permitted remedial
action, suspend voting or infringe upon other rights of a member or other occupant for violations
of the Declaration, the Bylaws, or the Association's rules and regulations, or during any period
that assessments or other amounts due and owing to the Association remain unpaid for a period
f thirty (30) days or longer unless and until the following procedure is followed:
(1) Demand. Written demand to cease and desist from an alleged violation
shall be served upon the alleged violator specifying (i) the alleged viola ion: (ii) the action
required to abate the violation: and (iii) a time period_. not less than ten (10) days, during which
e violation may be abated without further sanction, if such violation is a continuing one. or a
statement that any further violation may result in the a imposition of a sanction after notice and
hearing if the violation is not continuing.
(2) Notice. At any time within twelve (12) months following such demand. if
the violation continues past the period allowed in the demand_ for abatement without penalty or if
the same rule is subsequently violated. the Board or its delegate shall serve the violator with a
written notice of a hearing to be held by the Covenants Committee if such committee is
appointed. and if not the Executive Board of the Association in executive session The notice
hall contain: (i) the nature of the alleged violation: (ii) the time and place of the hearing, which
shall not be less than ten (10) days from the giving of the notice: (iii)_ an invitation to attend the
meeting and produce anystatemen_ t. evidence and witness on his or her behalf: and (iv) the
proposed sanction to be imposed. The notice prescribed herein may be served by mailing a cony
of said notice to the alleged violator by placing said notice in the United States mail. postage
prepaid, by any method as permitted for the service of summons as set forth in Rule 4 of the
North Carolina Rules of Civil Procedure or by the de "very of said notice by an officer. director
or agwA of the Association to the alleged violator or to any person who may be served on the
alleged violator's behalf as provided in said Rule 4.
(3) Hearing. The hearing shall be held in executive session of the Covenants
Committee, if such committee is appointed or if not the Executive Board of the Association
pursuant to the notice affording the member a reasonable opportunity to be heard. Prior to th_e
effectiveness of any sanction hereunder. proof of notice and the invitation to be heard shall be
placed in the minutes of the meeting. Such proof shall be deemed adequate if a copy of the
notice, together with a statement of the date and manner of delivery, is entered by the officer.
director or agent who delivered such notice The notice requirement shall be deemed satisfied if
the alleged violator appears at the meeting. The minutes of the meeting shall contain a written
statement of the results of the hearing and the sanction if v impo ed In addition a written
statement of the results of the hearing and the sanction, if any, imposed shall be mailed by the
United States mail, postage prepaid, by the Association to the violator.
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(4) Anneal. Following a hearing before the Covenants Committee of the
received by the managing agent of the Association President or Secretary of the Acsnriarion
within thirty (30) days following the hearing date, said written notice to contain information by
which the Executive Board may notify the alleged violator of the date of the anneal hearing If
no Covenants Committee is appointed by the Executive Board no right of anneal shall exist
(5) Sanction as Assessment. Pursuant to the =vi ions of this Section, a fine
may be imposed by the Association is an amount not exceeding One Hundred Fifty and No/100
Dollars ($150.00) (or as may be provided otherwise by law) per violation of the Declaration the
vlaws, and the Association's rules and regulations and without further hearing_ for each day
after the decision to impose such fine that the violation occurs. Any such fine shall be an
assessment as set forth in North Carolina General Statutes Section 47F-3-107(d) If it is decided_
pursuant to the provisions of this Section that a suspension of privileges or services should be
imposed, the suspension may be continued without further hearing until the violation or
elinauencv is cured.
Liberal Construction
The provisions of this Declaration shall be construed liberally to effectuate its
purpose of creating a Planned Community of fee simple ownership of Lots with Common
Elements governed and controlled by rules, regulations, restrictions, covenants, conditions,
reservations and easements administered by an owners' association with each Owner entitled to
and burdened with various rights and easements.
IN TESTIMONY WHEREOF, the parties have caused this instrument to be
executed in such form as to be binding, all by authority duly given, this the day and year first
above written.
HOUSING AND ECONOMIC
OPPORTUNITIES, INC.
a North Carolina nonprofit corporation
LE
President
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STATE OF NORTH CAROLINA
COUNTY OF
I,
a Notary Public in and
for said County and State, do hereby certify that personally
came before me this day and acknowledged that he is President of HOUSING AND
ECONOMIC OPPORTUNITIES, INC., a corporation, and that he, as President being authorized
to do so, executed the foregoing on behalf of the corporation.
WITNESS my hand and official seal, this the _ day of , 2003.
My Commission Expires:
Notary seal or stamp must appear within above box.
021074-0004-001
WLMAR-1\94525\1
Notary Public
23