SW8040129_Historical File_20050613

Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. J<limek, P.E. Director
Division of Water Quality
June 13, 2005
Ms. Sonya A. Culler, Manager
Bill Clark Homes of Wilmington, LLC
430 Eastwood Road
Wilmington, NC 28405
Subject: Stormwater Permit No. SW8 040129
Seaspray Cove at Carolina Place
High Density Subdivision Project
Brunswick County
Dear Ms. Culler:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Seaspray Cove @Carolina Place on June 9, 2005. 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 21-1.1000. We are forwarding Permit No.
SW8 040129, dated June 13, 2005, for the construction of the subject project.
This permit shall be effective from the date of issuance until June 13, 2015, 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 sixty (60) 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 Linda Lewis, or me at [phone].
Sincer ,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/arl: S:IWQSISTORMWATIPERMIT1040129.jun05
cc: James Fentress, P.E., Stroud Engineering
Delaney Aycock, Brunswick County Building inspections
Linda Lewis
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-W5 FAX [phone] Internet: h2o.enr.state.nc.us
Nc rthCaro/l/ina
An Equal Opportunity/Affirmative AcEon Employer— 50% Reeycled110% Post Consumer Paper �jatCaro rr

State Stormwater Management Systems
Permit No. SW8 040129
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
Sonya A. Culler & Bill Clark Homes of Wilmington, LLC
Seaspray Cove @Carolina Place
Highway 133 & North Hampton Drive, Brunswick County
FOR THE
construction, operation and maintenance of 13 infiltration basins in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules'l 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 June 13, 2015 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
from the specified built -upon area within the specified drainage area as described in
Section 1.6 on page 3 of this permit. The subdivision is permitted for 122 single family
lots each allowed 3,200 ft2 of built -upon area, and ten (10) multi -family buildings with a
total BUA of 150,241 if.
3. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
4. Basin #r2A must be operated with a 50' vegetated filter. All other basins are designed to
store and infiltrate a 4.5" storm event, and are not required to have a vegetated filter.
5. 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.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 040129
6. The following design elements have been permitted for the infiltration basins, and must
be provided in the system at all times:
1A
JIB
12A
2B
3A
13B
4A
41B
*Drainage Area,
ac.
4.2
2.04
1 3.6
i 3.05
3.67
5.0
3.91
4.05
Total BUA, ft
58,460
88,862
80,986
159,344
40,976
174,587
51,684
50,863
Lots /
Buildings
15,260
16,000
47,935
41,600
30,400
47,935
38,400
32,000
Roads
43,200
5,768
28,236
17,744
10,576
21,837
13,284
18,863
Sidewalk
1 0
0
14,815
0
0
4,815
0
0
Basin Depth
2.0
2.0
3.0
3.0
3.0
3.0
3.0
3.0
Design Storm
4.5°
4.5"
1.5"
4.5"
4.5"
4.5"
4.5"
4.5"
Bottom Elevation,
FMSL
1 23
'
i
29
30
30
I
i 30
30
32
32
i
Bottom Surface
Area, ft2
10,223
4,858
3,499
3,643
5,396
6,248
5,066
5,652
Provided Storage
Volume, ft3
23,371
11,683
24,451
22,607
26,960
29,355
20,706
22,961
Storage Elevation
FMSL
24.98
30.58
31.63
32.99
32.12
34.99
34.99
34.86
Soil Type
Yau on
Yau on
Kureb
Kureb
Kureb
Kureb
Kureb
Kureb
Infiltration Rate,
in/hr
4.6
4.6
6.1
6.1
6.1
6.1
6.1
6.1
Drawdown Time,
hrs.
6
5
3
12
6
9
8
7
5
6
7A
7B
8
Drainage Area,
acres
3.41
4.91
3.96
2.99
4.21
Total BUA,
38,255
58,757
47,552
38,136
65,775
Lots /
Buildin s
25,600
49,600
36,800
25,600
51,200
Roads
12,655
9,157
10,752
12,536
14,575
Sidewalk
0
0
0
0
0
Basin Depth
2.0
3.0
3.0
2.0
3.0
Desi n Storm
4.5"
4.5"
4.5"
4.5"
4.5"
Bottom Elevation,
FMSL
39
38
36
37
19
Bottom Surface
Area, ft2
7,016
5,287
5,794
7,436
1,656
Provided Storage
Volume, ft3
17,740
24,100
22,653
18,417
11,771
Storage Elevation
FMSL
40.79
40.97
38.62
38.69
21.42
Soil Type
Kureb
I Yau on
Yau on
Yau on
Yau on
Infiltration Rate,
in/hr
6.1
14.6
4.6
14.6
4.6
Drawdown Time, i
hrs
5
12
9
7
13
*There is no offsite drainage area, per the application.
7. The receiving stream for this project is the Dutchman Creek Outlet Channel in the Cape
Fear River Basin. The Stream Index Number is CPF17 18-88-9-3-3, and it is classified
"SA"
Page 3of9

State Stormwater Management Systems
Permit No. SW8 040129
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. 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.
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 o1 ownership.
d. Redesign or addition to the approved amount of built -upon area or drainage 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 stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
7. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately. Infiltration systems should not be used as erosion
control devices, due to the potential clogging. 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.
8. 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.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 040129
9. 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 not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and piping.
g. Access to all components of the system must be available at all times.
10 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.
11 Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 040129, 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 3,200 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 will naturally drain into the system
are not required to provide these measures.
i. Built -upon area in excess of the permitted amount will require a permit
modification.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 040129
12. 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
contain all of the statements above, the signature of the Permittee, the deed book
number and page, and the stamp/signature of the Register of Deeds.
13. Permanent seeding requirements for the stormwater control. must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design
Manual.
14. Prior transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must 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.
15. This permit shall become voidable unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and other
supporting data.
16. 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
1. This permit is not transferable to any person or entity except after notice to and approval
by the Director. In the event there is either 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. This may include, but is 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 all of 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.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 040129
8. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
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 13th day of June 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
FRE
Division of Water Quality
By Authority of the Environmental Management Commission
Page 7 of 9

OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
C
s4W011
SGv o -tZq
¢cOrl . J State of North Carolina
Department of Environment and Natural Resources
Division. of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may ,be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Bill Clark Homes of Wilmington, LLC.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Sym YA A . C u t_Lo2 Henqqer
3. Mailing Address for person listed in item 2 above:
430 Eastwood Road
City: Wilmington State: NC Zip: 28405
Telephone Number: f 910 ) 350-1744
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Seaspray Cove at Carolina Place
5. Location of Project (street address):
North Hampton Drive
City: County: Brunswick
6. Directions to project (from nearest major intersection):
From intersection of NC 211/NC133, south on NC 133 to North Hampton Drive,
Left on North Hampton Drive to Fleetwood Falls Left of Fleetwood Falls
77050'00" N 34016'00" W
7. Latitude: Longitude: of project
8. Contact person who can answer questions about the project:
Name: James H. Fentress, Jr., P.E. Telephone Number: ( 910 ) 815�-0775
II. PERMIT INFORMATION:
1. 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... and its issue date (if known)
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.
2. Stormwater runoff from this project drains to the
3. Total Project Area: 56.71 acres
5. How many drainage areas does the project have? 13
River basin.
4. Project Built Upon Area: 28.6 %
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 —A
Drainage Area 2—A
Receiving Stream Name
Dutchman Creek
utchman Creek
e
Receiving Stream Class
SA
SA
Drainage Area
4.20 AC
3.60 AC
Existing Impervious* Area
0
0
Proposed Impervious*Area
1.34 AC
1.86
% Impervious* Area (total)
32
52
Impervious* Surface Area
Drainage Area I —A
Drainage Area 2 —A
On -site Buildings
15,260
47,935 SF
On -site Streets
43,200
On -site Parking
28,236 SF
On -site Sidewalks
4,815 SF
Other on -site
Off -site
Total: 58,460 SF
Total: 80,986 SF
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
ones
V:

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):
4 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 management for the project.
2. Stormwater runoff from this project drains to the
River basin.
3. Total Project Area: acres 4. Project Built Upon Area: %
5. How many drainage areas 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 _ 9
Drainage Area 1—B
Receiving Stream Name
Dutchman Creek
Dutchman Creek
Receiving Stream Class
SA
SA
Drainage Area
2.69 AC
2.04 AC
Existing Impervious* Area
0
0
Proposed Impervious*Area
N. 92 AC
0.50 AC
% Impervious* Area (total)
3
25
Impervious* Surface Area
Draina Area 9
Drainage Area I—B
On -site Buildings
30 00
16,000 SF
On -site Streets
9 632 SF
5, 768 SF
On -site Parking
On -site Sidewalks
Other on -site
Off -site
�
otal: 40,032 SF
Total: 21,768 SF
impervious area is velmea 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 management for the project.
2. Stormwater runoff from this project drains to the
3. Total Project Area: acres
5. How many drainage areas does the project have?
River basin.
4. Project Built Upon Area: %
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 2—B
Drainage Area 3—A
Receiving Stream Name
Dutchman Creek(,
2n� Dutchman Creek
Receiving Stream Class
SA
SA
Drainage Area
3.05 AC
3.67 AC
Existing Impervious* Area
0
0
Proposed Impervious*Area
1.36 AC
0.94 AC
% Impervious* Area (total)
45
26
Impervious* Surface Area
Drainage Area 2—B
Drainage Area 3—A
On -site Buildings
41,600 SF
30,400 SF
On -site Streets
17,744 SF
10,576 SF
On -site Parking
On -site Sidewalks
Other on -site
Off -site
Total: 59,344 SF
Total: 40,976 SF
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
Qwiel

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 bianks):
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 management for the project.
2. Stormwater runoff from this project drains to the
3. Total Project Area: acres
5. How many drainage areas does the project have?,
4. Project Built Upon Area:,
River basin.
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—B
Drainage Area 4—A
Receiving Stream Name
Dutchman Creekb'Uf
g( Dutchman Creekoum
Receiving Stream Class
SA
SA
Drainage Area
5.0 AC
3.91 AC
Existing Impervious* Area
0
0
Proposed Impervious*Area
1.71 AC
1. 19 AC
% Impervious* Area (total)
34
30
Impervious* Surface Area
Drainage Area 3—B
Drainage Area 4—A
On -site Buildings
47,935 SF
38,400 SF
On -site Streets
13,284 SF
On -site Parking
21,837 SF
On -site Sidewalks
4,815 SF
Other on -site
Off -site
Total: 74,587 SF
Total: 51,684 SF
impervious area is (Yenned 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
a�
072"nd

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 management for the project.
2. Stormwater runoff from this project drains to the
3. Total Project Area: acres 4. Project Built Upon Area:
5. How many drainage areas does the project have?
River basin.
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 4—B
Drainage Area 5
Receiving Stream Name
Dutchman Creek.000
d Dutchman Creek
Receiving Stream Class
SA
SA
Drainage Area
4.05 AC
3.41 AC
Existing Impervious* Area
0
0
Proposed Impervious*Area
1.17 AC
0.88 AC
% Impervious* Area (total)
29 %
26 %
Impervious* Surface Area
Drainage Area 4—B
Drainage Area 5
On -site Buildings
32,000 SF
25,600 SF
On -site Streets
18,863 SF
12,655 SF
On -site Parking
On -site Sidewalks
Other on -site
Off -site
Total: 50,863 SF
Total: 38, 255 SF
impervious area is aennea 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
o�
ihn dI

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number _ a _ _ 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 management for the project.
2. Stormwater runoff from this project drains to the
3. Total Project Area:.
5. How many drainage areas does the project have?,
River basin.
4. Project Built Upon Area: %
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 _6
Drainage Area 7—A
Receiving Stream Name
0(4 q Dutchman Creek
Dutchman Creek
Receiving Stream Class
SA
SA
Drainage Area
4.91 AC
3.96 AC
Existing Impervious* Area
0
0
Proposed Impervious*Area
1.35 AC
1.09 AC
% Impervious* Area (total)
27
28
Impervious* Surface Area
Drainage Area .- 6
Drainage Area 7—A
On -site Buildings
49,600 SF
36,800 SF
On -site Streets
9,157 SF
10, 752 SF
On -site Parking
On -site Sidewalks
Other on -site
Off -site
Total: 58,757 SF
Total: 47,552
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 management for the project.
2. Stormwater runoff from this project drains to the
3. Total Project Area:
5. How many drainage areas does the project have?
River Basin.
4. Project Built Upon Area: %
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 7B.
Drainage Area 8
Receiving Stream Name
Dutchman Creek Outlet Channel
Dutchman Creek Outlet Channel
Receiving Stream Class
SA
SA
Drainage Area
2.99
4.21
Existing Impervious * Area
0
0
Proposed Impervious* Area wis,;.8 & Proposed)
.88
1.51
% Irn ervious* Area (total)
29%
36%
Impervious* Surface Area.
Drainage Area 1
Drainage Area 2
On -site Buildings
25,600
51,200
On -site Streets
12,536
14,575
On -site Parking
On -site Sidewalks / Pads
Other on -site
Off -site
Total: 38,136 1
Total: 65,775
T Impervious area is de, fined as the built upon area including, but not limited to, buildings, roads, parking areas
sidewalks, gravel areas, etc.

7. How was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
N/A
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than 3200 square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, 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 runoff 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
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99
Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• 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
Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculation,-
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to anuther individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or
Mailing Address:
Stroud Engineering P.A.
102 D Cinema Drive
City: Wilmington State: NC Zip: 28405
Phone: ( 910 ) 815-0775 Fax: ( 910 ) 815-0593
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Swi YA A . Cu
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
Date: 4& Log
Form SWU-101 Version 3.99 Page 4 of 4

STROUD ENGINEERING, P.A.
102-D Cinema Drive
WILMINGTON, NC 28403
[phone]
TO Ncw:tj?—
WE ARE SENDING YOU
❑ Shop drawings
❑ Copy of letter
dIETTI Q OCP 4 l� i]044Qd
DATE
�o . 6f
JOB NO.
I PU J 3
ATTE 10
RE:
6091-MAy &Ir u+Jti n
❑ Attached � Under separate cover via BAND Ix-1'.uxT2— the following items:
❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Change order ❑
COPIES
DATE
NO.
DESCRIPTION
Z"i.cteA v�p yil�
1
L ,.ie�.To•�
THESE ARE TRANSMITTED as checked below:
VFor approval
❑ For your use
As requested
❑ For review and comment
❑ FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
JUN 0 9 2005
COPY TO
SIGNED:
if enclosures are not as noted, kindly notify us at once.

NCDENR Stormwater Management Plan
For
Seaspray Cove at Carolina Place
RECEIVED
JUN 0 9 2005
DWQ
plzoa # Sw80 v129
February 4, 2005
Prepared for:
Bill Clark Homes of Wilmington, LLC
430 Eastwood Road
Wilmington, NC 28405
Stroud Engineering, P.A.
102 D Cinema Drive
Wilmington, NC 28405
.�6`pe1@111@@Ififfddd
VViL .
SEAL
• �- 20643
'GINS
°••......•��C o�.

NCDENR
STORMWATER MANAGEMENT
PLAN
CAROLINA
PLACE
JANUARY 6, 2004
REVISED
JULY 2% 2004
FEBRUARY 4, 2005
DEVELOPER
RECEIVED
FEB 0 4 2005
DWQ G�
1DROJ # S) &T O Z f
BILL CLARK HOMES OF WILMINGTON, LLC
1430 COMMONWEALTH DRIVE
WILMINGTON, NC 28403
ENGINEER
STROUD ENGINEERING, P. A.
102-D CINEMA DRIVE
WILMINGTON, NC 28403

PROJECT:
CAROLINA PLACE
PROJECT #:
PW413
DATE:
01/19/03
REVISED
07/28/04
NCDENR STORMWATER CALCULATIONS
BASIN 1A
TOTAL AREA (AC) =
PROPOSED IMPERV AREA (AC)=
% IMPER AREA =
PROPOSED PERVIOUS AREA (AC)=
% PERVIOUS =
4.20
1.34
0.32
2.W
0.68
STATE REQUIRED STORAGE FOR 1ST 4.5 IN OF RAINFALL
RUNOFF = 0.05 + 0.009 X %IMPERV =
RUNOFF = 0.3375852
REQUIRED VOLUME = 4.5 IN X RUNOFF X AREA X 43560 SF/AC/12 IN/HR
VOLUME (CF) = 1 23161
POND VOLUMES ABOVE PERMANENT POOL
ELEV.
SA POND
INCR. POND VOL CUM. SUM VOL
(FT)
(SF)
(CF) (CF)
23
10223
0 0
24
11671
10947 10947
25
13176
12424 23371
STATE REQUIRED STORAGE (CF) = 23161
HEIGHT ABOVE PERMANENT POOL FOR STATE STORAGE
STATE STORAGE ELEVATION (FT) = 24.98
DRAWDOWN TIME (2-5 DAY)
TOTAL STORAGE (CF) = 23161
BASIN BOTTOM AREA (SF) 10223
INFILTRATION RATE (IN/HR) 4.6
INFILTRATION RATE (CFS) 1.088560185
DRAWDOWN TIME = VOLUME/RATE (DAY) _
DRAWDOWN TIME = VOLUME/RATE (HR) =
1.98
0.25
5.91
FILE:PV RASTER%PW4131EXCELWCSWCALCBASINI AY"

PROJECT:
CAROLINA PLACE
PROJECT*
PW413
DATE:
01/20/04
REVISED
07/28/04
NCDENR STORMWATER CALCULATIONS
BASIN 1 B
TOTAL AREA (AC) =
PROPOSED IMPERV AREA (AC)=
% IMPER AREA =
PROPOSED PERVIOUS AREA (AC)=
% PERVIOUS =
2.04
0.50
0.25
1.54
0.75
STATE REQUIRED STORAGE FOR 1ST 4.5 IN OF RAINFALL
RUNOFF = 0.05 + 0.009 X %IMPERV =
RUNOFF = 0.270793184
REQUIRED VOLUME = 4.5 IN X RUNOFF X AREA X 43560 SF/AC/12 IN/HR
VOLUME (CF) = 1 9010
POND VOLUMES ABOVE PERMANENT POOL
ELEV.
SA POND
INCR. POND VOL CUM. SUM VOL
(FT)
(SF)
(CF) (CF)
29
4858
0 0
30
5827
5343 5343
31
6853
8340 11883
STATE REQUIRED STORAGE (CF) = 9010
HEIGHT ABOVE PERMANENT POOL FOR STATE STORAGE
STATE STORAGE ELEVATION (FT) = 30.58
DRAWDOWN TIME (2-5 DAY)
TOTAL STORAGE (CF) = 9010
BASIN BOTTOM AREA (SF) 4858
INFILTRATION RATE (IN/HR) 4.6
INFILTRATION RATE (CFS) 0.517287037
DRAWDOWN TIME = VOLUMEIRATE (DAY) _
DRAWDOWN TIME = VOLUMEIRATE (HR) =
1.58
0.20
4.84
FILE:F.WIASTER%PW4131EXCELWCSWCALCBASIN1 BXLS

PROJECT:
CAROLINA PLACE
PROJECT #.
PW413
DATE:
01 /20/04
REVISED
07/28/04
NCDENR STORMWATER CALCULATIONS
BASIN 2A
TOTAL AREA (AC) =
PROPOSED IMPERV AREA (AC)=
% IMPER AREA =
PROPOSED PERVIOUS AREA (AC)=
% PERVIOUS =
3.60
1.86
0.52
1.73
0.48
STATE REQUIRED STORAGE FOR 1ST 1.5 IN OF RAINFALL
RUNOFF = 0.05 + 0.009 X %IMPERV =
RUNOFF = 0.515906421
REQUIRED VOLUME =1.5 IN X RUNOFF X AREA X 43560 SF/AC112 IN/HR
VOLUME (CF) = I10100
POND VOLUMES ABOVE PERMANENT POOL
ELEV.
SA POND
INCR. POND VOL CUM. SUM VOL
(FT)
(SF)
(CF) (CF)
30
3499
0 0
31
6500
5000 5000
32
9706
8103 13103
33
12991
11349 24451
STATE REQUIRED STORAGE (CF) = 10100
HEIGHT ABOVE PERMANENT POOL FOR STATE STORAGE
STATE STORAGE ELEVATION (FT) = 1 31.63
DRAWDOWN TIME (2-5 DAY)
TOTAL STORAGE (CF) = 10100
BASIN BOTTOM AREA (SF) 3499
INFILTRATION RATE (IN/HR) 6.1
INFILTRATION RATE (CFS) 0.494071759
DRAWDOWN TIME=VOLUME/RATE (DAY) _
DRAWDOWN TIME = VOLUME/RATE (HR) _
1.63
0.24
5.68
FILE:F:IMASTERiPY11413EXCELWCSWCALCBASIN2A.XLS

PROJECT:
CAROLINA PLACE
PROJECT #.
PW413
DATE:
01/20/04
REVISED
07/28/04
NCDENR STORMWATER CALCULATIONS
BASIN 213
TOTAL AREA (AC) =
PROPOSED IMPERV AREA (AC)=
% IMPER AREA =
PROPOSED PERVIOUS AREA (AC)=
% PERVIOUS =
3.05
1.36
0.45
1.69
0.55
STATE REQUIRED STORAGE FOR 1 ST 4.5 IN OF RAINFALL
RUNOFF = 0.05 + 0.009 X %IMPERV =
RUNOFF = 0.451663521
REQUIRED VOLUME = 4.5 IN X RUNOFF X AREA X 43560 SF/AC/12 IN/HR
VOLUME (CF) = I22522
POND VOLUMES ABOVE PERMANENT POOL
ELEV.
SA POND
INCR. POND VOL CUM. SUM VOL
(FT)
(SF)
(CF) (CF)
30
3643
0 0
31
5617
4630 4630
32
8964
7291 11921
33
12409
10687 22607
STATE REQUIRED STORAGE (CF) = 22522
HEIGHT ABOVE PERMANENT POOL FOR STATE STORAGE
STATE STORAGE ELEVATION (FT) = 32.99
DRAWDOWN TIME (2-5 DAY)
TOTAL STORAGE (CF) = 22522
BASIN BOTTOM AREA (SF) 3643
INFILTRATION RATE (IN/HR) 6.1
INFILTRATION RATE (CFS) 0.514405093
DRAWDOWN TIME = VOLUMEIRATE (DAY) _
DRAWDOWN TIME = VOLUME/RATE (HR) =
2.99
0.51
12.16
FILE:F.- MASTERWW4131EXCELWCSWCALCBASW2B.XLS

PROJECT:
CAROLINA PLACE
PROJECT #:
PW413
DATE:
01 /20/04
REVISED
07/28/04
NCDENR STORMWATER CALCULATIONS
BASIN 3A
TOTAL AREA (AC) =
1 3.67
PROPOSED IMPERV AREA (AC)=
0.94
% IMPER AREA =
0.26
PROPOSED PERVIOUS AREA (AC)=
2.73
% PERVIOUS =
0.74
STATE REQUIRED STORAGE FOR 1ST 4.5 IN OF RAINFALL
RUNOFF = 0.05 + 0.009 X %IMPERV =
RUNOFF = 0.280455432
REQUIRED VOLUME 4.5 IN X RUNOFF X AREA X 43560 SF/AC/12 IN/HR
VOLUME (CF) = I16830 RECEIVED
POND VOLUMES ABOVE PERMANENT POOL
ELEV.
SA POND
INCR. POND VOL CUM. SUM VOL
(FT)
(SF)
(CF) (CF)
30
5396
0 0
31
7668
6527 6527
32
10160
8909 15436
33
12887
11524 26960
STATE REQUIRED STORAGE (CF) = 16830
HEIGHT ABOVE PERMANENT POOL FOR STATE STORAG
STATE STORAGE ELEVATION (FT) = 32.12
DRAWDOWN TIME (2-5 DAY)
TOTAL STORAGE (CF) = 16830
BASIN BOTTOM AREA (SF) 5396
INFILTRATION RATE (IN/HR 6.1
INFILTRATION RATE (CFS) 0.761935185
DRAWDOWN TIME = VOLUME/RATE (DAY) _
DRAWDOWN TIME = VOLUME/RATE (HR) =
psP)
APR 14 2005
DWQ
DROJ #
No %1111ofstif%,,
1Ag4*1 CAiq of.
•OF
C �' • t
r
UPI
2034.3
w ty '3
1 s • 4
s
0.26 fill
6.14
FILE: F:IMASTER1PW4131EXCE LINCSWCALC BASI N3A.XLS

PROJECT:
CAROLINA PLACE
PROJECT #:
PW413
DATE:
01/20/04
REVISED
07/28/04
NCDENR STORMWATER CALCULATIONS
BASIN 3B
TOTAL AREA (AC) =
PROPOSED IMPERV AREA (AC)=
% !MPER AREA =
PROPOSED PERVIOUS AREA (AC)=
% PERVIOUS =
5.0
1.71
0.34
3.33
0.66
STATE REQUIRED STORAGE FOR 1 ST 4.5 IN OF RAINFALL
RUNOFF = 0.05 + 0.009 X %IMPERV =
RUNOFF = 0.355535554
REQUIRED VOLUME = 4.5 IN X RUNOFF X AREA X 43560 SF/AC/12 IN/HR
VOLUME (CF) = I29293
POND VOLUMES ABOVE PERMANENT POOL
ELEV.
SA POND
INCR. POND VOL CUM. SUM VOL
(FT)
(SF)
(CF) (CF)
32
6248
0 0
33
8483
7366 7366
34
10947
9715 17081
35
13601
12274 29355
STATE REQUIRED STORAGE (CF) = 29293
HEIGHT ABOVE PERMANENT POOL FOR STATE STORAG
STATE STORAGE ELEVATION (FT) = 34.99
DRAWDOWN TIME (2-5 DAY)
TOTAL STORAGE (CF) = 29293
BASIN BOTTOM AREA (SF) 6248
INFILTRATION RATE (IN/HR 6.1
INFILTRATION RATE (CFS) 0.882240741
DRAWDOWN TIME = VOLUME/RATE (DAY) _
DRAWDOWN TIME = VOLUME/RATE (HR) =
2.99 RECEIVED
APR 0 6 2005
DWQ
pROJ #
0.38
9.22
FILE: F:IMASTE R\PW4131EXC E L1N CS WCALCBAS IN3B.XLS

NCDENR STORMWATER CALCULATIONS
BASIN 4A
TOTAL AREA (AC) =
PROPOSED IMPERV AREA (AC)=
% IMPER AREA =
PROPOSED PERVIOUS AREA (AC)=
% PERVIOUS =
3.91
1.19
0.30
2.72
0.70
STATE REQUIRED STORAGE FOR 1ST 4.5 IN OF RAINFALL
RUNOFF = 0.05 + 0.009 X %IMPERV =
RUNOFF = 0.323407275
PROJECT:
CAROLINA PLACE
PROJECT #.
PW413
DATE:
01/20/04
REVISED
07/28/04
REQUIRED VOLUME = 4.5 IN X RUNOFF X AREA X 43560 SF/AC/l2 IN/HR
VOLUME (CF) = 1 20633
POND VOLUMES ABOVE PERMANENT POOL
ELEV.
SA POND
INCR. POND VOL CUM. SUM VOL
(FT)
(SF)
(CF) (CF)
32
5066
0 0
33
6246
5656 5656
34
7508
6877 12533
35
8637
8173 20706
STATE REQUIRED STORAGE (CF) = 20633
HEIGHT ABOVE PERMANENT POOL FOR STATE STORAGE
STATE STORAGE ELEVATION (FT) = 34.99
DRAWDOWN TIME (2-5 DAY)
TOTAL STORAGE (CF) = 20633
BASIN BOTTOM AREA (SF) 5066
INFILTRATION RATE (IN/HR) 6.1
INFILTRATION RATE (CFS) 0.715337963
DRAWDOWN TIME = VOLUME/RATE (DAY) =
DRAWDOWN TIME = VOLUME/RATE (HR) =
2.99
0.33
8.01
FILE:F:MAASTER%PW4131EXCELWCSWCALCBASIN4kXLS

NCDENR STORMWATER CALCULATIONS
BASIN 413
TOTAL AREA (AC) =
PROPOSED IMPERV AREA (AC)=
% IMPER AREA =
PROPOSED PERVIOUS AREA (AC)=
% PERVIOUS =
4.05
1.17
0.29
2.88
0.71
STATE REQUIRED STORAGE FOR 1ST 4.5 IN OF RAINFALL
RUNOFF = 0.05 + 0.009 X %IMPERV =
RUNOFF = 0.309522757
PROJECT:
CAROLINA PLACE
PROJECT #:
PW413
DATE:
01/20/04
REVISED
07/28/04
REQUIRED VOLUME = 4.51N X RUNOFF X AREA X 43560 SF/AC/12 IN/HR
VOLUME (CF) = I20474
POND VOLUMES ABOVE PERMANENT POOL
ELEV.
SA POND
INCR. POND VOL CUM. SUM VOL
(FT)
(SF)
(CF) (CF)
32
5652
0 0
33
6945
6299 6299
34
6314
7630 13928
35
9751
9033 22961
STATE REQUIRED STORAGE (CF) = 20474
HEIGHT ABOVE PERMANENT POOL FOR STATE STORAGE
STATE STORAGE ELEVATION (FT) = 34.86
DRAWDOWN TIME (2-5 DAY)
TOTAL STORAGE (CF) = 20474
BASIN BOTTOM AREA (SF) 5652
INFILTRATION RATE (IN/HR) 6.1
INFILTRATION RATE (CFS) 0.798083333
DRAWDOWN TIME = VOLUME/RATE (DAY) _
DRAWDOWN TIME = VOLUME/RATE (HR) =
2.88
0.30
7.13
FILE:F- ASMRIPW4131EXCELWCSWCALCBASIN4B.XLS

PROJECT:
CAROLINA PLACE
PROJECT #:
PW413
DATE:
0120/04
REVISED:
7282004
NCDENR STORMWATER CALCULATIONS
BASIN 5
TOTAL AREA (AC) =
PROPOSED IMPERV AREA (AC)=
% IMPER AREA =
PROPOSED PERVIOUS AREA (AC)=
% PERVIOUS =
3.41
0.88
0.26
2.54
0.74
STATE REQUIRED STORAGE FOR 1ST 4.5 IN OF RAINFALL
RUNOFF = 0.05 + 0.009 X %IMPERV =
RUNOFF = 0.281477497
REQUIRED VOLUME = 4.5 IN X RUNOFF X AREA X 43560 SF/AC112 IN/HR
VOLUME (CF) = 1 15700
POND VOLUMES ABOVE PERMANENT POOL
ELEV.
SA POND
INCR. POND VOL CUM. SUM VOL
(FT)
(SF)
(CF) (CF)
39
7016
0 0
40
8829
7923 7923
41
10806
9818 17740
STATE REQUIRED STORAGE (CF) = 15700
HEIGHT ABOVE PERMANENT POOL FOR STATE STORAGE
STATE STORAGE ELEVATION (FT) = 40.79
DRAWDOWN TIME (2-5 DAY)
TOTAL STORAGE (CF) = 15700
BASIN BOTTOM AREA (SF) 7016
INFILTRATION RATE (IN/HR) 6.1
INFILTRATION RATE (CFS) 0.990685165
DRAWDOWN TIME = VOLUME/RATE (DAY) _
DRAWDOWN TIME = VOLUME/RATE (HR) =
1.79
0.18
4.40
FILE:F-.WASTER%PW413%EXCELWCSWCALCBASIN5.XLS

PROJECT:
CAROLINA PLACE
PROJECT#:
PW413
DATE:
01/20/04
REVISED
07/28/04
NCDENR STORMWATER CALCULATIONS
BASIN 6
TOTAL AREA (AC) =
PROPOSED IMPERV AREA (AC)=
% IMPER AREA =
PROPOSED PERVIOUS AREA (AC)=
% PERVIOUS =
4.91
1.35
0.27
3.56
0.73
STATE REQUIRED STORAGE FOR 1 ST 4.5 IN OF RAINFALL
RUNOFF = 0.05 + 0.009 X WMPERV =
RUNOFF = � 0.297488206
REQUIRED VOLUME = 4.5 IN X RUNOFF X AREA X 43560 SF/AC/12 IN/HR
VOLUME (CF) = 23837
POND VOLUMES ABOVE PERMANENT POOL
ELEV.
SA POND [NCR. POND VOL CUM. SUM VOL
(FT)
(SF)
(CF)
(CF)
38
5287
39
6997
6142
6142
40
8925
7961
14103
41
11069
9997
24100
STATE REQUIRED STORAGE (CF) = 23837
HEIGHT ABOVE PERMANENT POOL FOR STATE STORAGE
STATE STORAGE ELEVATION (FT) = 1 40.97
DRAWDOWN TIME (2-5 DAY)
TOTAL STORAGE (CF) = 23837
BASIN BOTTOM AREA (SF) 5287
INFILTRATION RATE (IN/HR) 4.6
INFILTRATION RATE (CFS) 0.562967593
DRAWDOWN TIME = VOLUMEIRATE (DAY) _
DRAWDOWN TIME = VOLUME/RATE (HR) =
2.97
0.49
11.76
FILE:F:WIASTERM4131EXCELY4CSWCALCBASINS-XLS

PROJECT:
CAROLINA PLACE
PROJECT*
PW413
DATE:
01/20/04
REVISED
07/28/04
NCDENR STORMWATER CALCULATIONS
BASIN 7A
TOTAL AREA (AC) =
PROPOSED IMPERV AREA (AC)=
% IMPER AREA =
PROPOSED PERVIOUS AREA (AC)=
% PERVIOUS =
3.96
1.09
0.28
2.87
0.72
STATE REQUIRED STORAGE FOR 1ST 4.51N OF RAINFALL
RUNOFF = 0.05 + 0.009 X %IMPERV =
RUNOFF = 0.29808301
REQUIRED VOLUME = 4.5 IN X RUNOFF X AREA X 43560 SF/AC/12 IN/HR
VOLUME (CF) = 1 19283
POND VOLUMES ABOVE PERMANENT POOL
ELEV.
SA POND
INCR. POND VOL CUM. SUM VOL
(FT)
(SF)
(CF) (CF)
36
5794
0 0
37
6925
6360 6360
38
8127
7526 13886
39
9407
8767 22653
STATE REQUIRED STORAGE (CF) = 19283
HEIGHT ABOVE PERMANENT POOL FOR STATE STORAGE
STATE STORAGE ELEVATION (FT) = 38.62
DRAWDOWN TIME (2-5 DAY)
TOTAL STORAGE (CF) = 19283
BASIN BOTTOM AREA (SF) 5794
INFILTRATION RATE (IN/HR) 4.6
INFILTRATION RATE (CFS) 0.616953704
DRAWDOWN TIME = VOLUME/RATE (DAY) _
DRAWDOWN TIME = VOLUMEIRATE (HR) =
%X77a
0.36
8.68
FILE:F.UM ERFW4131EXCELWCSWCALCWIN7A.XLS

PROJECT:
CAROLINA PLACE
PROJECT #:
PW413
DATE:
01/20/04
REVISED
07/28/04
NCDENR STORMWATER CALCULATIONS
BASIN 713
TOTAL AREA (AC) =
PROPOSED IMPERV AREA (AC)=
% IMPER AREA =
PROPOSED PERVIOUS AREA (AC)=
% PERVIOUS =
2.99
0.88
0.29
2.12
0.71
STATE REQUIRED STORAGE FOR 1 ST 4.5 IN OF RAINFALL
RUNOFF = 0.05 + 0.009 X %IMPERV =
RUNOFF = 0.313331773
REQUIRED VOLUME = 4.5 IN X RUNOFF X AREA X 43560 SF/AC/12 INIHR
VOLUME (CF) = 1 15315
POND VOLUMES ABOVE PERMANENT POOL
ELEV.
SA POND
INCR. POND VOL CUM. SUM VOL
(FT)
(SF)
(CF) (CF)
37
7438
0 0
38
9098
8267 8267
39
11202
10150 18417
STATE REQUIRED STORAGE (CF) = 15315
HEIGHT ABOVE PERMANENT POOL FOR STATE STORAGE
STATE STORAGE ELEVATION (FT) = F U."
DRAWDOWN TIME (2-5 DAY)
TOTAL STORAGE (CF) = 15315
BASIN BOTTOM AREA (SF) 7436
INFILTRATION RATE (IN/HR) 4.6
INFILTRATION RATE (CFS) 0.791796296
DRAWDOWN TIME = VOLUME/RATE (DAY) _
DRAWDOWN TIME = VOLUMEIRATE (HR) =
1.69
0.22
5.37
FILE:F,VWTERWW4131EXCELWCSWCALCBASIN7B.XLS

PROJECT: CAROLINA PLACE
NCDENR STORMWATER CALCULATIONS
BASIN 8
TOTAL AREA (AC) =
PROPOSED IMPERV AREA (AC)=
% IMPER AREA =
PROPOSED PERVIOUS AREA (AC)=
% PERVIOUS =
4.21
1.51
0,36
2.70
0.64
STATE REQUIRED STORAGE FOR 1ST 1.5 IN OF RAINFALL
RUNOFF = 0.05 + 0.009 X %IMPERV =
RUNOFF = 0.37280285
PROJECT #:
PW413
DATE:
01 /20104
REVISED
07/28/04
REVISED
02104105
REQUIRED VOLUME = 4.5 IN X RUNOFF X AREA X 43560 SF/AC/12 IN/HR
VOLUME (CF) = 1 8546
POND VOLUMES ABOVE PERMANENT POOL
ELEV.
SA POND
INCR. POND VOL CUM. SUM VOL
(FT)
(SF)
(CF) (CF)
19
1656
0 0
20
3021
2339 2339
21
4690
3856 6194
22
6464
5577 11771
STATE REQUIRED STORAGE (CF) = 8546
HEIGHT ABOVE PERMANENT POOL FOR STATE STORAGE
STATE STORAGE ELEVATION (FT) = I 21A2
DRAWDOWN TIME (2-5 DAY)
TOTAL STORAGE (CF) = 8546
BASIN BOTTOM AREA (SF) 1856
INFILTRATION RATE (IN/HR) 4.6
INFILTRATION RATE (CFS) 0.176333333
DRAWDOWN TIME = VOLUME/RATE (DAY) _
DRAWDOWN TIME = VOLUME/RATE (HR) =
2.42
0.56
13.46
FILE:F:WIASTER1PW4131EXCELINCSWCALCRASINS.XLS

Electronic SWU-101 Page 2
Subject: Electronic SWU-101 Page 2
From: Linda Lewis <[e-mail]>
Date: Tue, 07 Jun 2005 16:26:55 -0400
To: Zachary Shipman <[e-mail]>
Zak:
To save you some time, I have attached an electronic copy of page 2 of the
application in Word format for you to revise and send back to me. This is for the
Seaspray Cove @Carolina Place project, where I need for you to combine the old DA8
& DA9 into one new DA8.
Thanks,
Linda
Content -Type: application/msword'!
040129.jun05.doc'
Content -Encoding: base64
1 of 1 6/8/2005 7:44 AM

SW8 040129 Seaspray Cove @Carolina Place
Subject: SW8 040129 Seaspray Cove @Carolina Place
From: Linda Lewis <[e-mail]>
Date: Tue, 07 Jun 2005 13:18:33 -0400
To: Zachary Shipman <[e-mail]>
Zak:
I received some of the previously requested additional information for the subject
project on April 14, 2005.
Each individual infiltration basin must have it's own column on the application.
You were supposed to combine DAB & DA9 into one new DAB and list it in it's own
column on the application and submit a revised Page 2. You sent me a page 2 that
has the entire site shown in one column. Please come by the office and pick up the
page 2 from the original application that has DA 8 on it to make this change. I
have already "X"ed out DA 9.
Please send in a signed, sealed and dated calculation cover sheet for the 2/4/2005
calculations.
Linda
1 of 1 6/8/2005 7:45 AM

State of North Carolina
Department of the Secretary of State
ARTICLES OF AMENDMENT
NONPROFIT CORPORATION
SOSID: 0777146
Date Filed: 5/5/200511:03:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200512200145
Pursuant to §55A-10-05 of the General Statutes of North Carolina, the undersigned corporation hereby submits the following Articles
of Amendment for the purpose of amending its Articles of Incorporation.
1. The name of the corporation is: SEASPRAY COMMUNITY ASSOCIATION, INC.
2. The text of each amendment adopted is as follows (state below or attach):
a. Sections (d), (a), and (f) of Article IV are amended to read as set forth in the attached exhibit.
b. Article VI Is amended to read as set forth in the attached exhibit.
3. The date of adoption of each amendment was as follows:
Each amendment was adopted on April 25, 2005.
(Check a, b, and/or c, as applicable)
a. ✓ The amendments) was (were) approved by a sufficient vote of the board of directors or incorporators, and member
approval was not required because (sel forth a brief explanation of why member approval was not
required) the corporation has no members et this time.
The amendment(s) was (were) approved by the members as required by Chapter 55A.
C. Approval of the amendments) by some person or persons other than the members, the board, or the incorporators was
required pursuant to N.C.G.S. §55A-10-30, and such approval was obtained.
Revised January 2000 Form N-02
CORPORATIONS DIVISION P. O. BOX 29622 RALEIGH, NC 27626-0622

5. These articles will be effective upon filing, unless a date and/or time is specified:
This the 25 day of April , 20 05
SEASPRAY COMMUNITY ASSOCIATION, INC.
N�Srignatureatlon
Corp
Thomas J. Morgan, Incorporator
Type or Print Name and Title
Notes:
1. Filing fee is S15. This document and one enact or conformed copy of these articles must be fled with the Secretary of State.
Revised January 2000 Form N-02
CORPORATIONS DIVISION P. O. BOX 29622 RALEIGH, NC 27626-0622

:: .
ARTICLE IV
(d) borrow money and, after Class B Lots cease to exist, with the assent of Members'
entitled to at least 80% of the votes of the entire membership of the Dissociation and at least two-
thirds (213) of the votes appurtenant to each Class of Lots, mortgage, pledge, deed in trust, or
hypothecate any or all of its real or personal property as security for money borrowed or debts
incurred, provided that the rights of any such lender or mortgagee shall be subordinate to the
property rights of the Members and the Association as set forth herein;
(e) dedicate, sell, or transfer all or any part of the Common Area to any public agency,
authority, or utility for such purposes and subject to such conditions as may be agreed to by the
members. After Class B Lots, as hereinafter defined, cease to exist, no such dedication or
transfer shall be effective unless the Members entitled to at least 80% of the votes of the entire
membership of the Association and at least three -fourths (3/4) of the votes appurtenant to each
Class of Lots agree to such dedication, sale or transfer and signify their agreement by a signed
document recorded in the applicable public registry for Brunswick County, North Carolina;
(f) participate in mergers and consolidations with other non-profit corporations
organized for the same purposes or annex additional residential property and Common Area,
provided that any such merger, consolidation or annexation shall be in accordance with the
requirements of Article II of the Declaration of Covenants, Conditions, and Restrictions for the
Seaspray at Carolina Place Community to be recorded in the Brunswick County Registry;
ARTICLE VI
VOTING RIGHTS
The Association shall have two classes of voting membership:
Class A. Class A members shall be all Owners of Class A or Class A-1 lots as defined in
the Declaration to be recorded in the Brunswick County Registry, and shall be entitled to one
vote for each Lot owned. When more than one person holds an interest in any Lot, all such
persons shall be members. The vote for such Lot shall be exercised as they determine, but in no
event shall more than one (1) vote be cast with respect to any Lot.
Class B. The Class B member(s) shall be owners of Class B lots. Class B Lots shall be
all Lots owned by Declarant or a Builder, as defined in the Declaration to be recorded, and which
have not been converted to Class A Lots as set forth below. Declarant and each Builder shall
each be entitled to nine (9) votes for each Class B Lot it owns. The Class B Lots shall cease to
exist and shall be converted to Class A Lots upon the earlier of the following to occur: (i) when
Declarant no longer owns any Lots or Units within the Properties; (ii) upon written waiver of
Class B membership by the Declarant and/or Builder; or (iii) December 31, 2025. When the
Class B Lots cease to exist and are converted to Class A Lots, Declarant and Builder shall have
the same voting rights as other Owners of Class A Lots.

STROUD ENGINEERING, P.A.
102-D Cinema Drive rl
WILMINGTON, NC 28403 1�
[phone]
TO Nc Der r>U4110
dIE44IEQ @IF 4 D ° Gv @W0VUad
DATE
4 l `E O
JOB NO.
Fw I
ATTENTI N
L..JDA alws
RE:
� � � v►Rea..nQJ'� A..�c�
WE ARE SENDING YOU ❑ Attached Eft Under separate cover via 14,11"40 thiluVOOL- the following items:
❑ Shop drawings ❑ Prints 9 Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES
DATE
NO.
DESCRIPTION
1
a AA ES
�
Cwcrz 0..
1
eel 41+Y4,�
THESE ARE TRANSMITTED as checked below:
For approval
❑ For your use
.r As requested
9 For review and comment
❑ FOR BIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
PL.c'LstE c W4&V'00L d t'CAI-.7-
COPY TO
SIGNED:
If enclosures are not as noted, kindly notify us at once.

SOSID: 777146
Date Filed: 4/14/2005 8:10:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200510100419
ARTICLES OF INCORPORATION
OF
SEASPRAY COMMUNITYASSOCIATION, INC.
IN COMPLIANCE with the requirements of Chapter 55A of the North Carolina General
Statutes, the undersigned, all of whom are residents of the State of North Carolina, and all of whom
are of full age, have this day voluntarily associated themselves together for the purpose of forming a
corporation not for profit and do hereby certify:
ARTICLE I
The name of the corporation is SEASPRAY COMMUNITY ASSOCIATION, INC., hereafter
called the "Association".
ARTICLE II
The principal office of the Association is located at 430 Eastwood Road, Suite 100,
Wilmington, N. C. 28403.
ARTICLE III
Edward H. Clark is hereby appointed the initial registered agent of this Association. The
initial registered address of the corporation is in New Hanover County and is located at 430
Eastwood Road, Suite 100, Wilmington, NC 28403.
ARTICLE IV
PURPOSE AND POWERS OF THE ASSOCIATION
This Association does not contemplate pecuniary gain or profit to the members thereof, and
the specific purposes for which it is formed are to provide for maintenance, preservation and
architectural control of the residential Lots and Common Area within that certain tract of property
described as "Seaspray at Carolina Place" as the same appears on a map thereof to be recorded in the
Brunswick County Registry, and to promote the health, safety and welfare of the residents within the
above -described property and any additions thereto as may hereafter be brought within the
jurisdiction of this Association, and for this purpose to:
(a) exercise all of the powers and privileges and to perform all of the duties and obligations
of the Association as set forth in that certain Declaration of Covenants, Conditions and Restrictions,

hereinafter called the "Declaration", applicable to the property and recorded or to be recorded in the
Office of the Register of Deeds of Brunswick County, North Carolina, and as the same may be
amended from time to time as therein provided, said Declaration being incorporated herein as if set
forth at length;
(b) fix, levy, collect and enforce payment by any lawful means, all charges or assessments
pursuant to the terms of the Declaration; to pay all expenses in connection therewith and all office
and other expenses incident to the conduct ofthe business of the Association, including all licenses,
taxes or governmental charges levied or imposed against the property of the Association;
(c) acquire (by gift, purchase or otherwise), own, hold, improve, build upon, operate,
maintain, convey, sell, lease, transfer, dedicate for public use or otherwise dispose of real or personal
property in connection with the affairs of the Association;
(d) borrow money, and with the assent of two-thirds (2/3) of each class of members,
mortgage, pledge, deed in trust, or hypothecate any or all of its real or personal property as security
for money borrowed or debts incurred;
(e) dedicate, sell, or transfer all or any part of the Common Area to any public agency,
authority, or utility for such purposes and subject to such conditions as may be agreed to by the
members. No such dedication or transfer shall be effective unless an instrument has been signed by
two-thirds (2/3) of each class of members, agreeing to such dedication, sale or transfer;
(i) participate in mergers and consolidations with other non-profit corporations organized for
the same purposes or annex additional residential property and Common Area, provided that any
such merger, consolidation or annexation shall have the assent of two-thirds (2/3) of each class of
members;
(g) have and to exercise any and all powers, rights and privileges which a corporation
organized under the Non -Profit Corporation Law of the State of North Carolina by law may now or
hereafter have or exercise.
ARTICLE V
MEMBERSHIP
Every person or entity who is a record owner of a fee or undivided fee interest in any Lot
which is subject by covenants of record to assessment by the Association, including contract sellers,
shall be a member of the Association. The foregoing is not intended to include persons or entities
who hold an interest merely as security for the performance of an obligation. Membership shall be
appurtenant to and may not be separated from ownership of any Lot which is subject to assessment
by the Association.

ARTICLE VI
VOTING RIGHTS
The Association shall have two classes of voting membership:
Class A. Class A members shall be all Owners of Class A or Class A-1 lots as defined in the
Declaration to be recorded in the Brunswick County Registry, with the exception of the Declarant,
and shall be entitled to one vote for each Lot owned. When more than one person holds an interest
in any Lot, all such persons shall be members. The vote for such Lot shall be exercised as they
determine, but in no event shall more than one (1) vote be cast with respect to any Lot.
Class B. The Class B member(s) shall be the Declarant (as defined in the Declaration), and
shall be entitled to three (3) votes for each Lot owned. The Class B membership shall cease and be
converted to Class A membership on the happening of either of the following events, whichever
occurs earlier:
(a) when the total votes outstanding in the Class A membership equal the total votes
outstanding in the Class B membership; or
(b) on December 31, 2010.
ARTICLE VII
BOARD OF DIRECTORS
The affairs of this Association shall be managed by a Board of three (3) Directors ANNOW
not The number of Directors maybe changed by amendment of the
By -Laws of the Association. The names and addresses of the persons who are to act in the capacity
of Directors until the selection of their successors are:
NAME ADDRESS
Cheryl Blanton 430 Eastwood Road, Suite 100
Wilmington, N. C. 28403
Sonya Culler 430 Eastwood Road, Suite 100
Wilmington, N. C. 28403
Edward H. Clark 430 Eastwood Road, Suite 100
Wilmington, N.C. 28403

ARTICLE VM
DISSOLUTION
The Association may be dissolved with the assent given in writing and signed by not less than
two-thirds (213) of each class of members. Upon dissolution of the Association, other than incident
to a merger or consolidation, the assets of the Association shall be dedicated to an appropriate public
agency to be used for purposes similar to those for which this Association was created. In the event
that such dedication is refused acceptance, such assets shall be granted, conveyed and assigned to any
non-profit corporation, association, trust or other organization to be devoted to such similar
purposes.
ARTICLE IX
DURATION
The corporation shall exist perpetually.
ARTICLE X
AMENDMENTS
Amendment of these Articles shall require the assent of seventy-five percent (75%) of the
entire membership.
ARTICLE XI
FHANA APPROVAL
As long as there is a Class B membership, the following actions will require the prior
approval of the Federal Housing Administration or the Veterans Administration: annexation of
additional properties, mergers and consolidations, mortgaging of Common Area, dedication of
Common Area, dissolution and amendment of these Articles.
IN WITNESS WHEREOF, for the purpose of forming this corporation under the laws of the
State of North Carolina, I, the undersigned, constituting the incorporator of this Association, have
executed these Articles of Incorporation this the � day of April, 2005.
Thomas JAIorgan, In#pGrator
Post Office Box 1388
19 North 5th Avenue
Wilmington, N. C. 28402

STATE OF NORTH CAROLINA
ACKNOWLEDGMENT
COUNTY OF NEW HANOVER
I, Sa � C E G - (� kR in (K , a Notary Public in and for the State and County
aforesaid, do hereby certify that Thomas J. Morgan personally appeared before me this day and
acknowledged the due execution of the foregoing instrument for the purposes therein expressed.
WITNESS my hand and seal, this the —_ day of April, 2005.
E47•L 4 s
•!. s
My Comm. Expires:
1 D.-1L-0(

Bill Clark Homes
3uiln'y the Tradition
April 11, 2005
NCDENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn: Mrs. Linda Lewis
RE: Seaspray at Carolina Place, SW 8 040129
Dear Mrs. Lewis,
RECEIVED
APR 14 2005
DWQ
PROJ #
As indicated in your recent email to Stroud Engineering concerning the subject project, there
seems to be some confusion over the authority of Mr. Heath Clark to sign infiltration basin supplements on
behalf of Bill Clark Homes of Wilmington, LLC. Please consider this letter as authorization for Mr. Clark
to sign the Infiltration Basin supplement forms for the project such that we may obtain a stormwater permit
and proceed with construction. Thank you for your attention to this matter and we look forward to hearing
from you soon.
Sincerely,
Son Jp'.XqL
Culler, Manager
Bill Clark Homes of Wilmington, LLC
430 Eastwood Road, Suite 100, Wilmington, North Carolina 28403
Office: 910-350-1744 ■ Fax: [phone]
E� LENDER ING
IENDEH

STROUD ENGINEERING, P.A.
7-,/
'CONSULTING ENGINEERS
102-D CINEMA DRIVE
'\V WILMINGTON, NORTH CAROLINA 28403
[phone]
April 14, 2005
NCDENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn: Mrs. Linda Lewis
Re: Seaspray Cove at Carolina Place, SW8 040129
Dear Linda,
Please find the enclosed application pages for the subject project. These are being submitted in
reference to your recent email dated April 8. Also included is a calculation sheet for Basin 3A for the
project. The basin stage elevations in the original calculations were incorrect (the supplement sheet was
correct) so we have modified them to match the supplement. In addition, we have included a letter from
Sonya Culler authorizing Heath Clark to sign the infiltration basin supplements.
We hope these changes prove satisfactory towards the issuance of a permit for this project. If you
should have any questions, please call me at [phone].
Best,
esipman
Stroud Engineering, P.A.
Attachments
WZS/zs
107 COMMERCE ST. NESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE 151-A HWY. 24
GREENVILLE, NC 27858 WILMINGTON, NC 20403 MOREHEAD CIT`c; NC 28557
[phone] [phone] [phone]

Re: SW8 040129 Seaspray Cove @Carolina Place
Subject: Re: SW8 040129 Seaspray Cove @Carolina Place
From: Linda Lewis <[e-mail]>
Date: Mon, 11 Apr 2005 15:33:09 -0400
To: Zachary Shipman <[e-mail]>
Zak:
I don't remember anymore. I did not make a copy of the application. before I left it
Up front for you to pick up.
Linda
Zachary Shipman wrote:
Linda,
I am working on getting the required information back to you. I do have
a quick question: I remember completing pg. 2 of the application to
reflect that Drainage areas 8 and 9 had been combined. That should have
been resubmitted to you. Is the pg. 2 that you are lacking for the
entire project site? The package I picked up from DENR had two page 2's
(each for an individual basin area) and no pg. 3 as I remember. Please
advise as to how to proceed.
Thanks,
Zak
-----Original Message -----
From: Linda Lewis [mailto:[e-mail]]
Sent: Friday, April 08, 2005 11:03 AM
To: Zachary Shipman
Subject: SW8 040129 Seaspray Cove @Carolina Place
Zak:
Page 2 of the application was not included in the package you resubmitted on
April 6. I left the entire 4 page original application at
the front desk, but you have returned only pages 1 and 4. I need pages 2
and 3 as well.
Ms. Culler will need to sign all of the infiltration basin supplements as well
as the application, or she will need to provide a signed letter indicating that
Heath Clark can sign them on behalf of the LLC.
You indicate in your cover letter that Basins lA and 3A have been revised,
however, only a new page 1 of the supplement form for Basin lA was enclosed with
the package. Will 3A require a revised page 1 of the supplement as well?
Linda
1 of 1 4/15/2005 9:04 AM

STROUD ENGINEERING, P.A.
102-D Cinema Drive
WILMINGTON, NC 28403
[phone]
TO
dIEVVIEQ @1P
DATE
'9r 4 a 5-
JOB NO.
W401
ATTENTIO
RE:
Sub � 12
WE ARE SENDING YOU ❑ Attached `® Under separate cover via 4M b _CCt#U L — the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES
DATE
NO_
DESCRIPTION
f
,-o
0 oA(A aeaI
Ammcxmws
THESE ARE TRANSMITTED as checked below:
)1 For approval
❑ For your use
I As requested
For review and comment
❑ FORBIDS DUE
REMARKS
❑ Approved as submitted ❑ Resubmit copies for approval
❑ Approved as noted ❑ Submit copies for distribution
❑ Returned for corrections ❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
d r"A_y✓I
COPY TO
SIGNED: -2 _AY
If enclosures are not as noted, kindly notify 6once.

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
[phone] � �u
April 6, 2005
NCDENR Division of Water Quality
127 Cardinal Drive
Wilmington, NC 28405
Attn: Mrs. Linda Lewis
RE: Seaspray Cove at Carolina Place, SW8 040129
Dear Linda,
Thank you for your recent communication concerning the subject project. Per your comments,
we have made several changes to the plans and are resubmitting in hopes of obtaining a stormwater
management permit. A brief summary of the changes made to the plans is as follows:
• An authorized representative of Bill Clark Homes of Wilmington has signed the application.
The new applicant is listed with the Secretary of State's office as a Manager. Accordingly,
we have completed page 1 and 4 of the application (attached).
• Basin calculations have been checked against the supplement forms. I have corrected basins
IA and 3A such that the calculations and supplements match.
• A new drainage map has been included to reflect the elimination of Infiltration Basin 9.
• Page 2 of the application has been ammended to reflect the combination of Basins 8 and 9.
We hope these revisions satisfy your concerns for this project and will lead to the issuance of the permit. If
you should have any questions or further comments, please feel free to contact me at [phone].
Thank you for your attention to this and we look forward to your response.
Best,
Zak Shipman
Stroud Engineering, P.A.
107 COMMERCE ST. HESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE 151-A H1IVY.24
GREENVILLE, NC 27858 WILMINGTON, SIC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

LIMITED LIABILITY COMPANY
ANNUAL REPORT
SOSID: 0364516
Date Filed: 4/29/200510:30:00 AM
Elaine F. Marshall
North Carolina Secretary of State
2005119 00262
NAME OF LIMITED LIABILITY COMPANY: BILL CLARK HOMES OF WILMINGTON, LLC
STATE OF INCORPORATION: NC
SECRETARY OF STATE R.L.L.P. ID NUMBER: 0364516 FEDERAL EMPLOYER ID NUMBER: 561913557
NATURE OF BUSINESS: Construction
REGISTERED AGENT: CLARK, WILLIAMH
REGISTERED OFFICE MAILING ADDRESS: 200 Arlington Blvd ISte R
Greenville, NC 27834
REGISTERED OFFICE STREET ADDRESS: 200 Arlington Blvd ISte R
Greenville, NC 27834 P1TT County
SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: 1430 Commonwealth Drive
Wilmington, NC 28403
PRINCIPAL OFFICE STREET ADDRESS:
1430 Commonwealth Drive
Wilmington, NC 28403
MANAGERS/1v1EMBERS/ORGANIZERS:
Name: Name:
Name:
Tide: Title:
Title:
Address: Address:
Address:
City: City:
City:
State: Zip: State:
Zip: State: Zip:
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL L IED LIABILITY COMPANIES
FORM MST hE hIGNED BY A MANAGER& EMBER
—r r. rw— . 1 % —
TYPE OR PRINT NAME
ANNUAL REPORT FEE: $200 FAIL TO: Secretary of State • Carporatiace
DATE
TYPE OR PRINT TITLE
Pad Office Box 29525 • Meig% NC 27626-0323

Bill Clark Homes of Wilmington, LLC
Secretary of State ID 0364516
TIN: 56-1913557
Fiscal Year Ending December 31, 2005
Complete List of Members/Managers:
Name:
William H. Clark
Title: Member
Address:
200 E. Arlington Blvd. Ste. R_
Greenville, NC 27858
Name:
William H. Clark Jr.
Title: Member
Address:
200 E. Arlington Blvd. Ste. R
Greenville, NC 27858
Name:
Edward H. Clark
Title: Member
Address:
200 E. Arlinaton Blvd. Ste. R_
Greenville, NC 27858
Name:
Lams L. Clark
Title: Member
Address:
200 E. Arlington Blvd. Ste. R
Greenville, NC 27858
Name:
Jimmy Humphrey
Title: Manager
Address:
200 E. Arlington Blvd. Ste. R
Greenville, NC 27858
Name:
Sonya Culler
Title: Manager
Address:
200 E. Arlington Blvd. Ste. R
Greenville, NC 27858
Name: Dan Koch Title: Manager
Address: 200 E. Arlington Blvd. Ste. R
Greenville, NC 27858
Name: Jim Mialiore Title: Manager
Address: 200 E. Arlington Blvd. Ste. R
Greenville, NC 27858

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Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
March 31, 2005
Mr. Edward H. Clark
Bill Clark Homes of Wilmington, LLC
1430 Commonwealth Drive
Wilmington, NC 28403
Subject: Request for Additional Information
Stormwater Project No. SW8 040129
Carolina Place
Brunswick County
Dear Mr. Clark:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Carolina Place on February 4, 2005. 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 provide a revised drainage area map, combining the DA's for Basins 8 &
9.
2. The covenants refer to a curb outlet system however, this is a high density
subdivision project where curb outlet swales are not being utilized. Please revise
the covenants to include the language as shown on the attached document.
3. Please submit a revised page 2 of the application, reflecting the fact that DA 8
and 9 are now combined into just DA 8.
4. Please provide documentation of your status as the manager of Bill Clark Homes
of Wilmington, LLC. The Secretary of State currently lists only John Conner,
Jimmy Humphrey and Sonya Culler as Managers. You are listed only as a
member.
5. For Basin #1A, the required storage volume is met at elevation 24.98, but the
storage elevation reported on the supplement is 25.45. For those basins where a
4.5" design storm is being used, please report the storage elevation on the
supplements as the highest elevation the water will reach in the basin before
overflowing.
6. For Basin #313, the bottom and storage elevations reported on the supplement
differ from what is used in the calculations.
7. Please revise Section 1.1 and 1.2 on page 1 of the application and sign a new
page 4 of the application if you will now be the applicant instead of John Conner.
Only a person of at least the level of vice president or the Manager of the LLC
can sign the application. The signature of the consultant or other agent can be
accepted only if the application is accompanied by a signed letter of authorization
from the president, vice president or manager of the LLC.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748
Wilmington Regional office Wilmington, NC 28405,3M5 FAX [phone] !ntemet: h2o.enr.state.nc.us
ONaty,1111711#1
arolina
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

Mr. Clark
March 31, 2005
Stormwater Application No. SW8 040129
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 May 1,
2005, 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,
Linda Lewis
Environmental Engineer
ENB/arl: S:IWQSISTORMWATERIADDINF0120051040129.mar05
cc: Zack Shipman, Stroud Engineering
Linda Lewis
Page 2 of 2

INFILTRATION BASIN ANALYSIS
FILENAME: G:IDATAIWPDATAIWQSIINBASIN1040129-lA.WK1
PROJECT NUMBER: 040129-1A DATE: 31-Mar-05
PROJECT NAME: Carolina Place
DRAINAGE BASIN: Cape Fear REVIEWER: L. Lewis
RECEIVING STREAM: Dutchman Crk. Outlet Chan. CLASS: SA
Index No.: 18-88-9-3-3 If ORW, is site within the 575' AEC?
SITE AREA 56.71 acres DRAINAGE AREA: 1 t3; SF
4.2 acres
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/ASPHALT
CONCRETE
OTHER
TOTAL
% IMPERVIOUS, 1= I,4�1e
ELEVATION OF SEASONAL HIGH WATER TABLE
REPORTED INFILTRATION RATE
SURFACE AREAS AND ELEVATIONS
BOTTOM
Rational C
15260 0.98
43200 0.98
0.98
0.4
Place a "l" here if Rational
RV= .05+.009 (1) = Q.34
1 FEET MSL
4.6 INCHES/HOUR
or 0.000106 FPS
Elev. (ft) Area, sq ft Inc. Volume Acc. Volume
23 10223 0 0
24 11671 10947 10947
25 13176 12423.5 23370.5
VOLUME / DEPTH / DRAWDOWN CALCULATION
DESIGN STORM, INCHES
DESIGN VOLUME
STORAGE MET AT ELEVATION
DEPTH OF RUNOFF
TIME TO DRAWDOWN
25 YEAR 24 HOUR STORM N/A
Intensity, i = .33 inches / hour
Qr=CiA=
Qp through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6.3 inches ./ hour
Volume for 10 yr. 10 min. event =
4.5
g.3101 CUBIC FEET
24.98 CUBIC FEET
1.98 FEET
5.9 HOURS MUST BE <120
0.62 CFS
1.09 CFS Must be > Qr
7132.12 CF < 23161 CF
COMMENTS
Volume and drawdown are within Design Requirements.
Need a bypass if design storm <4.5"

INFILTRATION BASIN ANALYSIS
FILENAME: G:\DATA\WPDATA\WQSXINBASINkO4Ol29-IB.WK1
PROJECT NUMBER: 040129-1B DATE: 31-Mar-05
PROJECT NAME: Carolina Place
DRAINAGE BASIN: Cape Fear REVIEWER: L. Lewis
RECEIVING STREAM: Dutchman Crk. Outlet Chan. CLASS: SA
Index No.: 18-88-9-3-3 If ORW, is site within the 575' AEC?
SITE AREA 56.71 acres DRAINAGE AREA: 9089 .4 SF
2.04 acres
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/ASPHALT
CONCRETE
OTHER
TOTAL
% IMPERVIOUS, 1=4¢/0
ELEVATION OF SEASONAL HIGH WATER TABLE
REPORTED INFILTRATION RATE
SURFACE AREAS AND ELEVATIONS
BOTTOM
Rational C
16000 0.98
5768 0.98
0.98
Place a " 1 " here if Rational
RV= .05+.009 (1)
27 FEET MSL
4 6 INCHES/HOUR
or 0.000106 FPS
Elev. (ft) Area, sq ft Inc. Volume Acc. Volume
29 4858 0
30 5827 5342.5 5342.5
TOP 31 6853 6340 11682.5
VOLUME / DEPTH / DRAWDOWN CALCULATION
DESIGN STORM, INCHES
DESIGN VOLUME
STORAGE MET AT ELEVATION
DEPTH OF RUNOFF
TIME TO DRAWDOWN
25 YEAR 24 HOUR STORM N/A
Intensity, i = .33 inches / hour
Qr=CiA=
Qp through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6.3 inches / hour
Volume for 10 yr. 10 min. event
4..:.
9Q;13 CUBIC FEET
30.58 FEET
168 FEET
4.8 HOURS MUST BE <120
0.26 CFS
0.52 CFS Must be > Qr
3015.63 CF < 9013 CF
COMMENTS
Volume and drawdown are within Design Requirements.
Need a bypass if design storm <4.5"

INFILTRATION BASIN ANALYSIS
FILENAME: G:\DATA\WPDATA\WQSIINBASIN\040129-2A.WK1
PROJECT NUMBER: 040129-2A DATE: 31-Mar-05
PROJECT NAME: Carolina Place
DRAINAGE BASIN: Cape Fear REVIEWER: L. Lewis
RECEIVING STREAM: Dutchman Crk. Outlet Chan. CLASS: SA
Index No.: 18-88-9-3-3 If ORW, is site within the 575' AEC?
SITE AREA 56.71 acres DRAINAGE AREA: 15$$16 SF
3.6 acres
IMPERVIOUS AREA CALCULATION
Rational C
BUILDINGS 47935 0.98
PARKING/ASPHALT 28236 0.98
CONCRETE 4815 0.98
OTHER
TOTAL 8k8fi. Cj 0.60.
Place a "1" here if Rational
% IMPERVIOUS, I= 1. °! . RV= .05+.009 (1)
ELEVATION OF SEASONAL HIGH WATER TABLES FEET MSL
REPORTED INFILTRATION RATE 6.1 INCHES/HOUR
or 0.000141 FPS
SURFACE AREAS AND ELEVATIONS
Elev. (ft)
Area, sq ft
Inc. Volume
Acc. Volume
BOTTOM 30
3499
31
6500
4999.5
4999.5
32
9706
8103
13102.5
TOP 33
12991
11348.5
24451
VOLUME / DEPTH / DRAWDOWN CALCULATION
DESIGN STORM, INCHES
DESIGN VOLUME
STORAGE MET AT ELEVATION
DEPTH OF RUNOFF
TIME TO DRAWDOWN
25 YEAR 24 HOUR STORM N/A
Intensity, i = .33 inches / hour
Qr=CIA=
Qp through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6.3 inches / hour
Volume for 10 yr. 10 min. event
1
I0091 CUBIC FEET
31.63 FEET
1.63 FEET
3.1 HOURS MUST BE <120
0.72 CFS
0.92 CFS Must be > Qr
8203.21 CF < 10091 CF
COMMENTS
Volume and drawdown are within Design Requirements.
Need a bypass if design storm <4.5"

INFILTRATION BASIN ANALYSIS
FILENAME: G:\DATANWPDATA\WQS\INBASIN1040129-2B.WK1
PROJECT NUMBER: 040129-213 DATE: 21-Oct-04
PROJECT NAME: Carolina Place
DRAINAGE BASIN: Cape Fear REVIEWER: L. Lewis
RECEIVING STREAM: Dutchman Crk. Outlet Chan. CLASS: SA
Index No.: 18-88-9-3-3 If ORW, is site within the 575'AEC?
SITE AREA 56.71 acres DRAINAGE AREA: SF
3.05 acres
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/ASPHALT
CONCRETE
OTHER
TOTAL
% IMPERVIOUS, I=
ELEVATION OF SEASONAL HIGH WATER TABLE
REPORTED INFILTRATION RATE
SURFACE AREAS AND ELEVATIONS
Rational C
41600 0.98
17744 0.98
0.98
Place a "1" here if Rational
RV= .05+.009 (1
FEET MSL
INCHES/HOUR
or 0.000141 FPS
Elev. (ft) Area, sq lit Inc. Volume Acc. Volume
BOTTOM 30 3643
31 5617 4630 4630
32 8964 7290.5 11920.5
TOP 33 12409 10686.5 22607
VOLUME / DEPTH / DRAWDOWN CALCULATION
DESIGN STORM, INCHES
DESIGN VOLUME
STORAGE MET AT ELEVATION
DEPTH OF RUNOFF
TIME TO DRAWDOWN
25 YEAR 24 HOUR STORM NIA
Intensity, i = .33 inches I hour
Qr-- C i A =
Qp through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6.3 inches / hour
Volume for 10 yr. 10 min. event =
CUBIC FEET
FEET
FEET
HOURS MUST BE <120
0.55 CFS
0.51 C17S Must be > Qr
6322.56 CF < 22520 CF
COMMENTS
Volume and drawdown are within Design Requirements.
Need a bypass if design storm <4.5"

INFILTRATION BASIN ANALYSIS
FILENAME: G:IDATAIWPDATAIWQSIINBASIN1040129-3A.WK1
PROJECT NUMBER: 040129-3A DATE: 21-Oct-04
PROJECT NAME: Carolina Place
DRAINAGE BASIN: Cape Fear REVIEWER: L . Lewis
RECEIVING STREAM: Dutchman Crk. Outlet Chan. CLASS: SA
Index No.: 18-88-9-3-3 If ORW, is site within the 575' AEC?
SITE AREA 56.71 acres DRAINAGE AREA: r,.: `.i SF
3.67 acres
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/ASPHALT
CONCRETE
OTHER
TOTAL
% IMPERVIOUS, 1=.<::>::<'<»,rI
ELEVATION OF SEASONAL HIGH WATER TABLE
REPORTED INFIL I RATION RAT E
SURFACE AREAS AND ELEVATIONS
Rational C
30400 0.98
10576 0.98
0.98
Place a "1" here if Rational ` `.'....:.v...`•" ``'` '
RV= .05+.009 ( 1) _ ': {#]:
FEET MSL
INCHES/HOUR
or 0.000141 FPS
Elev. (ft) Area, sq ft Inc. Volume Acc. Volume
BOTTOM 30 5396
31 7658 6527 6527
32 10160 8909 15436
TOP 33 12887 11523.5 26959.5
VOLUME I DEPTH / DRAWDOWN CALCULATION
DESIGN STORM, INCHES
DESIGN VOLUME
STORAGE MET AT ELEVATION
DEPTH OF RUNOFF
TIME TO DRAWDOWN
25 YEAR 24 HOUR STORM N/A
Intensity, i = .33 inches / hour
Qr-CiA=
Qp through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, 1= 6.3 inches / hour
Volume for 10 yr. 10 min. event =
CUBIC FEET
FEET
FEET
HOURS MUST BE <120
0.48 CFS
0.76 CFS Must be > Qr
5548.02 CF < 16827 CF
COMMENTS
Volume and drawdown are within Design Requirements.
Need a bypass if design storm <4.5"

INFILTRATION BASIN ANALYSIS
FILENAME: G:IDATAIWPDATAIWQSIINBASIN1040129-3B.WK1
PROJECT NUMBER: 040129-313 DATE: 21-Oct-04
PROJECT NAME: Carolina Place
DRAINAGE BASIN: Cape Fear REVIEWER: L. Lewis
RECEIVING STREAM: Dutchman Crk. Outlet Chan. CLASS: SA
Index No.: 18-88-9-3-3 If ORW, is site within the 575' AEC?
SITE AREA 56.71 acres DRAINAGE AREA: `:.:.'`<7i3 SF
..............................
5.00 acres
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/ASPHALT
CONCRETE
OTHER
TOTAL
% IMPERVIOUS, 1=
ELEVATION OF SEASONAL HIGH WATER TABLE
REPORTED INFILTRATION RATE
SURFACE AREAS AND ELEVATIONS
Rational C
47935 0.98
21837 0.98
4815 0.98
Place a "1" here if Rational
RV= .05+.009 (1) =
FEET MSL
INCHES/HOUR
or 0.000141 FPS
Elev. (ft)
Area, sq ft
Inc. Volume
Acc. Volume
BOTTOM 30
6248
31
8483
7365.5
7365.5
32
10947
9715
17080.5
TOP 33
13601
12274
29354.5
VOLUME / DEPTH / DRAWDOWN CALCULATION
DESIGN STORM, INCHES
DESIGN VOLUME
STORAGE MET AT ELEVATION
DEPTH OF RUNOFF
TIME TO DRAWDOWN
25 YEAR 24 HOUR STORM N/A
Intensity, i = .33 inches / hour
Qr=CiA=
Qp through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6.3 inches / hour
Volume for 10 yr. 10 min. event =
CUBIC FEET
FEET
FEET
HOURS MUST BE <120
0.77 CFS
0.88 CFS Must be s Qr
8828.49 CF < 29257 CF
COMMENTS
Volume and drawdown are within Design Requirements.
Need a bypass if design storm <4.5"

INFILTRATION BASIN ANALYSIS
FILENAME: G:IDATAIWPDATAIWQS1iNBASIN1040129-4A.WK1
PROJECT NUMBER: 040129-4A DATE: 21-Oct-04
PROJECT NAME: Carolina Place
DRAINAGE BASIN: Cape Fear REV!EWER: L. Lewis
RECEIVING STREAM: Dutchman Crk. Outlet Chan. CLASS: SA
Index No.: 18-88-9-3-3 If ORW, is site within the 575' AEC?
:; _::>:.
SITE AREA 56.71 acres DRAINAGE AREA: :.;.;.;.;1„1` SF
3.91 acres
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/ASPHALT
CONCRETE
OTHER
TOTAL
% IMPERVIOUS, 1=
ELEVATION OF SEASONAL HIGH WATER TABLE
REPORTED INFILTRATION RATE
SURFACE AREAS AND ELEVATIONS
Rational C
38400 0.98
13284 0.98
0.98
C
Place a "1" here if Rational '
RV= .05+.009 I = €fl<3
FEET MSL
INCHES/HOUR
Elev. (ft)
Area, sq ft
Inc. Volume
Acc. Volume
BOTTOM 32
5066
33
6246
5656
5656
34
7508
6877
12533
TOP 35
8837
8172.5
20705.5
VOLUME / DEPTH / DRAWDOWN CALCULATION
DESIGN STORM, INCHES
DESIGN VOLUME
STORAGE MET AT ELEVATION
DEPTH OF RUNOFF
TIME TO DRAWDOWN
25 YEAR 24 HOUR STORM N/A
Intensity, i = .33 inches / hour
Qr=CiA=
Qp through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6.3 inches / hour
Volume for 10 yr. 10 min. event =
CUBIC FEET
FEET
FEET
HOURS MUST BE <120
0.56 CFS
0.72 CFS Must be > Qr
6454.24 CF < 20637 CF
COMMENTS
Volume and drawdown are within Design Requirements.
Need a bypass if design storm <4.5"

INFILTRATION BASIN ANALYSIS
FILENAME: G:IDATAIWPDATAIWQSIINBASIN10401294B.WK1
PROJECT NUMBER: 040129.4E DATE: 21-Oct-04
PROJECT NAME: Carolina Place
DRAINAGE BASIN: Cape Fear REVIEWER: L. Lewis
RECEIVING STREAM: Dutchman Crk. Outlet Chan. CLASS: SA
Index No.: 18-88-9-3-3 If ORW, is site within the 575' AEC?
SITE AREA 56.71 acres DRAINAGE AREA: ;<<< SF
4.05 acres
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/ASPHALT
CONCRETE
OTHER
TOTAL
% IMPERVIOUS, 1=
ELEVATION OF SEASONAL HIGH WATER TABLE
REPORTED INFILTRATION RATE
SURFACE AREAS AND ELEVATIONS
Rational C
32000 0.98
18863 0.98
0.98
ON C
Place a "9" here if Rational
RV= .05+.009 I
FEET MSL
:.:..::............:<:'') INCHES/HOUR
or 0.000141 FPS
Elev. (ft) Area, sq ft Inc. Volume Acc. Volume
BOTTOM 32 5652
33 6945 6298.5 6298.5
34 8314 7629.5 13928
TOP 35 9751 9032.5 22960.5
VOLUME / DEPTH / DRAWDOWN CALCULATION
DESIGN STORM, INCHES
DESIGN VOLUME
STORAGE MET AT ELEVATION
DEPTH OF RUNOFF
TIME TO DRAWDOWN
25 YEAR 24 HOUR STORM N/A
Intensity, i = .33 inches / hour
Qr=CiA=
Op through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6.3 inches / hour
Volume for 10 yr. 10 min. event =
CUBIC FEET
FEET
FEET
HOURS MUST BE <120
0.57 CFS
0.80 CFS Must be > Or
6504.51 CF < 20474 CF
COMMENTS
Volume and drawdown are within Design Requirements.
Need a bypass if design storm <4.5"

INFILTRATION BASIN ANALYSIS
FILENAME: G:IDATAIWPDATAIWQSIINBASIN1040129-5.WK1
PROJECT NUMBER: 040129-5 DATE: 21-Oct-04
PROJECT NAME: Carolina Place
DRAINAGE BASIN: Cape Fear REVIEWER: L. Lewis
RECEIVING STREAM: Dutchman Crk. Outlet Chan. CLASS: SA
Index No.: 18-88-9-3-3 If ORW, is site within the 575' AEC?
SITE AREA 56.71 acres DRAINAGE AREA: < a SF
3.41 acres
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/ASPHALT
CONCRETE
OTHER
TOTAL
% IMPERVIOUS, 1=
ELEVATION OF SEASONAL HIGH WATER TABLE
REPORTED INFIL T RA 1 ION RATE
SURFACE AREAS AND ELEVATIONS
Place a "1" here if Rational
RV= .05+.009 1 =
...........
FEET MSL
INCHES/HOUR
Elev. (ft) Area, sq ft Inc. Volume Acc. Volume
BOTTOM
39 7016 0
40 8829 7922.5 7922.5
TOP 41 10806 9817.5 17740
VOLUME / DEPTH / DRAWDOWN CALCULATION
DESIGN STORM, INCHES
DESIGN VOLUME
STORAGE MET AT ELEVATION
DEPTH OF RUNOFF
TIME TO DRAWDOWN
25 YEAR 24 HOUR STORM N/A
Intensity, i = .33 inches / hour
Qr=CiA=
Qp through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6.3 inches / hour
Volume for 10 yr. 10 min. event =
CUBIC FEET
FEET
FEET
HOURS MUST BE <120
0.45 CFS
0.99 CFS Must be > Or
5167.29 CF < 15696 CF
COMMENTS
Volume and drawdown are within Design Requirements.
Need a bypass if design storm <4.5"

INFILTRATION BASIN ANALYSIS
FILENAME: G:IDATAIWPDATAIWQSIINBASIN1040129-6.WK1
PROJECT NUMBER: 040129-6 DATE: 31-Mar-05
PROJECT NAME: Carolina Place
DRAINAGE BASIN: Cape Fear REVIEWER: L. Lewis
RECEIVING STREAM: Dutchman Crk. Outlet Chan. CLASS: SA
Index No.: 18-88-9-3-3 If ORW, is site within the 575' AEC?
SITE AREA 56.71 acres DRAINAGE AREA: 21387.E SF
4.91 acres
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/ASPHALT
CONCRETE
OTHER
TOTAL
% IMPERVIOUS, 1= 1 Tw
ELEVATION OF SEASONAL HIGH WATER TABLE
REPORTED INFILTRATION RATE
SURFACE AREAS AND ELEVATIONS
Rational C
49600 0.98
9157 0.98
0.98
51)757 C 0.41
Place a "l" here if Rational
RV= .05+.009 (1)
FEET MSL
4,$ INCHES/HOUR
or 0.000106 FPS
Elev. (ft)
Area, sq ft
Inc. Volume
Acc. Volume
BOTTOM 38
5287
0
39
6997
6142
6142
40
8925
7961
14103
TOP 41
11069
9997
24100
VOLUME / DEPTH / DRAWDOWN CALCULATION
DESIGN STORM, INCHES
DESIGN VOLUME
STORAGE MET AT ELEVATION
DEPTH OF RUNOFF
TIME TO DRAWDOWN
25 YEAR 24 HOUR STORM N/A
Intensity, i = .33 inches / hour
Qr=CiA=
Qp through the bottom of the basic:=
10 YEAR e0 MIN HIGH INTENSITY EVENT
Intensity, 1= 6.3 inches / hour
Volume for 10 yr. 10 min. event =
4.$
23841 CUBIC FEET
4.6.01 CUBIC FEET
2.97 FEET
11.8 HOURS MUST BE <120
0.67 CFS
0.56 CFS Must be > Qr
7688.98 CF < 23841 CF
COMMENTS
Volume and drawdown are within Design Requirements.
Need a bypass if design storm <4.5"

INFILTRATION BASIN ANALYSIS
FILENAME: G:IDATA\WPDATA\WQS\INBASIN1040129-7A.WK1
PROJECT NUMBER: 040129-7A DATE: 31-Mar-05
PROJECT NAME: Carolina Place
DRAINAGE BASIN: Cape Fear RE IE:1VER: L. Lewis
RECEIVING STREAM: Dutchman Crk. Outlet Chan. CLASS: SA
Index No.: 18-88-9-3-3 If ORW, is site within the 575' AEC?
SITE AREA 56.71 acres DRAINAGE AREA: 174.6 SF
3.96 acres
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/ASPHALT
CONCRETE
OTHER
Rational C
36800 0.98
10752 0.98
0.98
TOTAL 75 C 0.42
Place a "1" here if Rational
% IMPERVIOUS, 1= 21�,u RV= .05+.009 (1)
ELEVATION OF SEASONAL HIGH WATER TABLE 33. FEET M S L
REPUR T ED INFILTRATION RATE I4.6 INCHES/HOUR
or 0.000106 FPS
SURFACE AREAS AND ELEVATIONS
Elev. (ft)
Area, sq ft
Inc. Volume
Acc. Volume
BOTTOM 36
5794
0
0
37
6925
6359.5
6359.5
38
8127
7526
13885.5
TOP 39
9407
8767
22652.5
VOLUME / DEPTH / DRAWDOWN CALCULATION
DESIGN STORM, INCHES
DESIGN VOLUME
STORAGE MET AT ELEVATION
DEPTH OF RUNOFF
TIME TO DRAWDOWN
25 YEAR 24 HOUR STORM N/A
Intensity, i = .33 inches / hour
Qr=CiA=
Qp through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6.3 inches / hour
Volume for 10 yr. 10 min. event =
4.6
MAN CUBIC FEET
3$.69 FEET
2.62 FEET
8. HOURS MUST BE <120
0.54 CFS
0.62 CFS Must be > Qr
6212.36 CF < 19283 CF
COMMENTS
Volume and drawdown are within Design Requirements.
Need a bypass if design storm <4.5"

INFILTRATION BASIN ANALYSIS
FILENAME: G:IDATAIWPDATAIWQSIINBASIN1040129-7B.WK1
PROJECT NUMBER: 040129-713 DATE: 21-Oct-04
PROJECT NAME: Carolina Place
DRAINAGE BASIN: Cape Fear REVIEWER: L. Lewis
RECEIVING STREAM: Dutchman Crk. Outlet Chan. CLASS: SA
Index No.: 18-88-9-3-3 If ORW, is site within the 575' AEC?
SITE AREA 56.71 acres DRAINAGE AREA: ``:<;`I SF
2.99 acres
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/ASPHALT
CONCRETE
OTHER
TOTAL
% IMPERVIOUS, 1= ".]
ELEVATION OF SEASONAL HIGH WATER TABLE
REPORTED INFILTRATION RATE
SURFACE AREAS AND ELEVATIONS
Rational C
25600 0.98
12536 0.98
0.98
t.,
X.
54
Place a "'I"here if Rational
RV= .05+.009 1 =
FEET MSL
<::: `INCHES/HOUR
':.
or 0.000106 FPS
Elev. (ft) Area, sq ft Inc. Volume Acc. Volume
BOTTOM
37 7436 0
38 9098 8267 8267
TOP 39 11202 10150 18417
VOLUME / DEPTH I DRAWDOWN CALCULATION
DESIGN STORM, INCHES
DESIGN VOLUME
TOTAL VOLUME AVAILABLE
DEPTH OF RUNOFF
TIME TO DRAWDOWN
25 YEAR 24 HOUR STORM N/A
Intensity, i = .33 inches / hour
Qr=CiA=
Op through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, 1= 6.3 inches / hour
Volume for 10 yr. 10 min. event =
CUBIC FEET
CUBIC FEET
FEET
HOURS MUST BE <120
0.42 CFS
0.00 CFS Must be > Or
4841.71 CF < 18417 CF
COMMENTS
Volume and drawdown are within Design Requirements.
Need a bypass if design storm <4.5"

INFILTRATION BASIN ANALYSIS
FILENAME: G:\DATA\WPDATAIWQS\INBASIN1040129-8.WK1
PROJECT NUMBER: 040129-8 DATE: 13-Jun-05
PROJECT NAME: Carolina Place
DRAINAGE BASIN: Cape Fear REVIEWER: L. Lewis
RECEIVING STREAM: Dutchman Crk. Outlet Chan. CLASS: SA
Index No.: 18-88-9-3-3 If ORW, is site within the 575' AEC?
SITE AREA 56.71 acres DRAINAGE AREA: jjj5RSF
4.21 acres
IMPERVIOUS AREA CALCULATION
Rational C
BUILDINGS 51200 0.98
PARKING/ASPHALT 14575 0.98
CONCRETE 0.98
OTHER
TOTAL B5*a. C 0.4$
Place a "l" here if Rational
% IMPERVIOUS, I= 3 .:i1<0m. RV= .05+.009 (1)
ELEVATION OF SEASONAL HIGH WATER TABLE 11 FEET MSL
REPORTED INFILTRATION RATE 4.fi INCHES/HOUR
or 0.000106 FPS
SURFACE AREAS AND ELEVATIONS
Elev. (ft)
Area, sq ft
Inc. Volume
Acc. Volume
BOTTOM 19
1656
0
0
20
3021
2338.5
2338.5
21
4690
3855.5
6194
TOP 22
6464
5577
11771
VOLUME / DEPTH / DRAWDOWN CALCULATION
DESIGN STORM, INCHES
DESIGN VOLUME
STORAGE MET AT ELEVATION
DEPTH OF RUNOFF
TIME TO DRAWDOWN
25 YEAR 24 HOUR STORM N/A
Intensity, i = .33 inches / hour
Qr=CiA=
Qp through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6.3 inches / hour
Volume for 10 yr. 10 min. event =
1,
M40 CUBIC FEET
1.4� FEET
..42 FEET
1$.$ HOURS MUST BE <120
0.67 CFS
0.18 CFS Must be > Qr
7634.81 CF < 8546 CF
COMMENTS
Volume and drawdown are within Design Requirements.
Need a bypass if design storm <4.5"

Page 1 of 1
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ISO Box 29= Raleigh, INC 2762" i22 (919)OW-ODO
Date: 3/31 /2005
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View Document Filings I
Print apre-populated Annual Report Form I File an Annual Report I
Corporation Names
Name Name Type
SIC BILL CLARK HOMES OF Legal
WILMINGTON, LLC
NC BILL CLARK
CONSTRUCTION COMPANY, Prev Legal
LLC WILMINGTON, NC
Limited Liability Company Information
SOSID:
0364516
FID.
561913557
Status:
Current -Active
Date Formed:
3/10/1995
Citizenship:
Domestic
State of Inc.:
NC
Duration:
1/1/2025
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
Clark, William H
200 Arlington Blvd
Ste R
Greenville NC 27834
200 Arlington Blvd
Ste R
Greenville NC 27834
1430 Commonwealth Drive
Wilmington NC 28403
1430 Commonwealth Drive
Wilmington NC 28403
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http://www.secretary. state.nc.us/Corporations/rorp.aspx?PltemId=4 827491 3/31/2005

STROUD ENGINEERING, P.A.
107 B Commerce Street
GREENVILLE, NC 27858
METTIgn @1P 4 ULI;.9MUMAIL
[phone]
TO
DATE
Y oS
JOB NO.
Pw�13
ATTENTION
RE:
1-lb- iE L�U�S+ONS . sw 8 p={OlZ9
WE ARE SENDING YOU ❑ Attached VI Under separate cover via 9Awt, Z-a"Val— the following items:
❑ Shop drawings ❑ Prints L�I Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES
DATE
NO.
DESCRIPTION
Z
,.tea art.yr�w pQ�wlS
�s�'p �A'T.ahl ICY
THESE ARE TRANSMITTED as checked below:
it For approval
❑ For your use
As requested
X For review and comment
❑ FORBIDS DUE
REMARKS
eu',L, w,-r,4 /J'��Tbris
_'d.. v—&
❑ Approved as submitted
❑ Approved as noted
n Returned for corrections
0
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED: ZAN '50 WAA a r4
If enclosures are not as notod, kindly notify us at once.

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
[phone]
February 4, 2005
NCDENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn: Mrs. Linda Lewis
RE: Carolina Place, SW8 040129 Resubmittal
Dear Linda,
Please find the attached revised plans, calculations, and application supplements for the above
referenced project. We received your comments in a letter from you dated October 21 of last year and have
revised the plan as noted below. We appologize for the delay in resubmitting the application In addition
to other several other projects, this was one of the last projects Pat was involved with and it has been
difficult to track down the status of this particular permit. Nevertheless, we have made several
modifications Pursuant your comments which are summarized as follows:
• Some of the grading of the project has been changed to ensure the bottoms of the basins are a
minimum of 2 feet above the SIM Most notably, basins IA and 1B have been raised
substantially to accommodate the high water table. The grading of the cul-de-sac adjacent to
Basin 6 has been raised one foot to allow for adequate clearance of the basin from the SHWT.
Basin 9 has been eliminated complctcly due to the sharp grade change in the footprint of that
basin. The natural topography at that location made it a poor place to locate the basin. Basin
8 has adequate clearance from the SHWT as shown. The highest natural contour through that
basin is EL. 20, which gives a SHWT level of EL 15. We are proposing the bottom at EL 18.
• As previously mentioned, Basin 9 has been eliminated and its flow redirected to Basin 8.
Basin 8 did not have the capacity to handle the 4.5 inch runoff requirement, so we have sized
it to handle the 1.5 inch volume requirement and provided a bypass at the catch basin via
smart weir.
• A 50 foot vegetated filter strip has been added at the discharge of the bypass at Basins 2A and
8. A detail is also shown on the detail sheet.
• Bypass structures have been labeled on the plan.
• Original signatures have been provided on all the revised infiltration supplements.
We hope these changes satisfy your concerns for this project. If you should have any additional comments,
please feel free to contact me at [phone] by phone or email me at zshinman&troudent;ineer.com.
Thank you for your help with this project and we look forward to hearing from you soon.
Attadmuids
wzs/Zs
F:/maAw/pw413/wpd/1eMs3.doc
rBest,
Zak Shipman
Stroud Engincering, P.A.
107 COMMERCE ST. HESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE 151-A HWY. 24
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

Aug
�u
04 04 08:40a Stroud Engineering
AZSTROUD� ENGIVITERING, F.A.IV
Date: 8/4/04
Number of Pages: 13 (including cover)
8108150593
FACSIMILE TRANSMITTAL
To: NCDENR DIVISION OF WATER QUALITY From: PAT SNODDY
Attn.: LINDA LEWIS
Telephone Number: 910-395-3900
Facsimile Number: 910-350-2004
E-Mail Address:
cc:
Reference: CAROLINA PLACE
BRUNSWICK COUNTY
■Original will follow via mail
Telephone Number: 910-815-0775
Facsimile Number: 910-815-0593
E-Mail Address: psnoddy(r�r�stroudengineer.com
❑Original will NOT follow via mail
Comments:
LINDA,
ATTACHED ARE TIIE DRAFT COVENANTS FOR CAROLINA PLACE SW8 040129.
CALL WITH QUESTIONS.
PAT
-Please call if you experience trouble with this transmittal-
0 102 Suite D Cinema Drive, Wilmington, NC 28403 910-815-0775 FAX [phone] ■
p.1

Flue 04 04 08:41a Stroud Engineering 9108150593 p.2
s
STATE OF NORTH CAROLINA DECLARATION OF COVENANTS,
CONDITIONS AND RESTRICTIONS OF
SEASPRAY COVE AT CAROLINA PLACE
COUNTY OF BRUNSWICK
THIS Declaration of Covenants, Conditions and Restrictions of Carolina Place, made this the
day of , 2004, by and between BILL CLARK HOMES OF WILMINGTON, LLC, a
Iimited liability company (hereinafter referred to as "Declarant"), and all persons, firms and corporations
hereinafter owning or acquiring property in the subdivision of Seaspray Cove at Carolina Place, as
shown on a map of said subdivision recorded in Map Cabinet at page of the Brunswick
County Registry;
WITNESSETH:
WHEREAS, BERMUDA TRACE, LLC, was the owner of parcel of property, more fully
described in Deed Book 1235 at Page 1025 of the Brunswick County Registry; and
WHEREAS, on October 2, 2000, BERMUDA TRACE, LLC, did cause to be recorded a
Declaration of Covenants, Conditions and Restrictions, BERMUDA TRACE ("Declarations"), recorded
in Book 1406 at Page 1357 of the Brunswick County Registry, which applied to a portion of the
property referenced above, but did not encumber the property now owned by BILL CLARK HOMES
OF WILMINGTON, LLC; and
WHEREAS, BERMUDA TRACE, LLC, sold the entire parcel referenced above to
WILMINGTON SUBDIVISION COMPANY, LLC, on May 30, 2001, by Deed recorded in Book 1467
at Page 631 of the Brunswick County Registry; and
WHEREAS, WILMINGTON SUBDIVISION COMPANY, LLC, was assigned and assumed
all of developers and declarants rights as described in a document entitled "Assignment and Assumption
of Developers Rights," ("Assignment") recorded in Book 1476 at Page 1361 of the Brunswick County
Registry, and
WHEREAS, said ASSIGNMENT was executed and recorded in Book 1476 at Page 1361 by
BERMUDA TRACE, LLC, and WILMINGTON SUBDIVISION COMPANY, LLC, to satisfy inter
alia Section Seven (7) of the Declaration of Covenants, Conditions and Restrictions of BERMUDA
TRACE; and
WHEREAS, WILMINGTON SUBDIVISION COMPANY, LLC, became the declarant under
the Declaration of Covenants, Conditions and Restrictions of BERMUDA TRACE, recorded in Book
1406 at Page 1357 of the Brunswick County Registry, but this Declaration did not encumber the
property now owned by BILL CLARK HOMES OF WILMINGTON, LLC; and
WHEREAS, WILMINGTON SUBDIVISION COMPANY, LLC, did convey to BILL CLARK
HOMES OF WILMINGTON, LLC a portion of the property described in the aforementioned deed
recorded in Book 1467 at page 631, said portion consisting of 22 acres, more or less; and

Aug 04 04 08:41a Stroud Engineering 9108150593 p.3
WHEREAS, BILL CLARK HOMES OF WILMINGTON, LLC is now the owner of all of the
Sites in SEASPRAY COVE at CAROLINA PLACE and desires to promote and preserve in the
subdivision a residential community of high standards;
NOW, THEREFORE, Declarant does hereby decalare that the following restrictions shall apply
to all of the Sites shown on the map of Seaspray Cove at Carolina Place, (the "property" or "properties")
recorded in Map Cabinet at page (the "plat") of the Brunswick County Registry.
ARTICLE I.
DEFINITIONS
SECTION 1. Association shall mean and refer to Carolina Place Homeowners Association,
Inc., a North Carolina nonprofit corporation, its successors and assigns, the owner's association
organized for the mutual benefit and protection of the Properties. All property owners of sites in
Seaspray Cove at Carolina Place, and any areas hereafter developed subjected to this Declaration, if any,
shall be Members of the Association, which Membership shall be appurtenant to and may not be
separated from the ownership of such single family Site.
SECTION 2. Additional Properties shall mean and refer to any lands which are now owned or
may be hereafter acquired or developed by Declarant and which are annexed to and made a part of the
Properties. Annexation of Additional Properties shall become effective by the recording by the
Declarant of a Supplemental Declaration for each new phase annexed.
SECTION 3. Amenities shall mean the facilities constructed, erected, or installed on any
Common Area for the use, benefit and enjoyment of Members. The amenities for Carolina Place shall
consist of all improvements constructed on Common Areas (exclusive of Limited Common Areas).
SECTION 4. Board of Directors or Board shall mean those persons elected or appointed and
acting collectively as the directors of the Association.
SECTION 5. Common Area shall mean and refer to all property owned by the Association
from time -to -time for the common use and enjoyment of the Owners. Common Area shall include all
areas shown on the Plat or the Plat of Additional Properties and designated as Common Area or Open
Space, except that, to the extent that the size or location of any Site is altered pursuant to Article II,
Section 5, the Property so designated as a Site shall not be Common Area. The recordation of the Plat
(or the Plat of any Additional Properties) shall not be deemed a dedication of any Common Area.
SECTION 6. Common Expense shall mean and include (a) expenses of administration,
maintenance, repair or replacement of Common Areas, and improvements thereon, including the roads
until such time as they are accepted by the North Carolina Department of Transportation for
maintenance; (b) expenses declared to be common expenses under the provisions of this Declaration or
the By -Laws of the Association; (c) hazard, liability or such other insurance premiums as the
Declaration of By -Laws may require or the Association shall, from time -to -time purchase; (d) expenses
agreed by the Members to be Common Expenses of the Association.
'SECTION 7. Declarant shall be used interchangeably with "Developer" (which designations
may be used herein in the third person neuter for convenience only, but such terms shall include
singular, plural, masculine and neuter as required by the context to mean and refer to BILL CLARK
HOMES OF WILMINGTON, LLC, or its assigns to whom the rights of Declarant shall be expressly
transferred.
SECTION S. Declaration shall mean this instrument as it may be from time to time amended or
supplemented.
SECTION 9. Limited Common Area shall mean those Common Areas and improvements
thereon which are reserved for the use and benefit of a certain Site or Sites to the exclusion of all other
Sites as more specifically shown and designed on the Plat or maps of any and all phases of Additional
Properties.

Aug 04 04 08:41a Stroud Engineering 9100150593 p.4
SECTION 10. Member shall mean and refer to every person or entity who has a Membership in
the Association.
SECTION 11. MembershiR shall mean and refer to the rights, benefits, duties and obligations
which shall inure to the benefit of and burden of each Member as hereinafter set forth in Article V.
Every person who is a. record owner of a fee or undivided fee interest in any Site which is
subject, by covenants of record, to assessment of the Association, including contract sellers but
excluding persons who hold an interest merely as security for the performance of an obligation, shall be
a member of the Association. Ownership of such interest shall be the sole qualification for such
membership. There shall be two (2) classes of Membership in the Association as set forth hereinafter in
Article IV., Section 3, (Voting Rights) and each class of Membership shall have the votes as defined
therein. Membership shall be appurtenant to and may not be separated from ownership of any Site
which is the subject of this Declaration. The Board of Directors may make reasonable rules regarding
proof of ownership.
SECTION 12. Owner shall mean and refer to the record owner, whether one or more persons or
entities, of a fee simple title to any Site which is a part of the Properties, including contract sellers, but
excluding those having such interest merely as security for the performance of an obligation.
SECTION 13. Properties shall mean and refer to all of Seaspray Cove at Carolina Place, as
shown on the Plat recorded in Map Book at Page in the Brunswick County Registry and any
of the Additional Properties that may hereafter be brought within the jurisdiction of the Association as
herein provided.
SECTION 14. Site shall mean and refer to any of the numbered lots or units, and specifically
including condominium units, in any phase of Seaspray Cove at Carolina Place as shown on the Plat or
recorded maps of Additional Properties, as recorded in the Brunswick County Registry, together with all
improvements, including any structure or dwelling unit, constructed thereon.
ARTICLE II
PROPERTY RIGHTS
SECTION 1. Owners' Easements of Enjoyment. Every Owner shall have a right and easement
of enjoyment in and to the Common Area (but not the Limited Common Area), if any, which shall be
appurtenant to and shall pass with the title to every Site, subject to the following provisions:
A. The right of the Association to suspend the voting rights and privileges of an Owner for
any period during which any assessment against his Site remains unpaid and for a period
not to exceed sixty (60) days for any infraction of the published rules and regulations, but
access to the Owner's Site shall not be denied.
B. The right of the Association to dedicate or transfer all or part of the Common Area, if
any, to any public agency, authority, or utility for such purposes and subject to such
conditions as may be agreed to be the Members. No such dedication or transfer shall be
effective until approved by vote of at least two-thirds (2/3) of the Members as indicated
in an instrument executed by the Association and recorded in the Brunswick County
Registry.
C. The right of the Association to impose regulations for the use and enjoyment of the
Common Area, if any, and improvements thereon, which regulations may further restrict
the use of the Common Area.
D. The right of the Association to limit the number of guests of Members allowed to utilize
any Site or Common Area.
E. The Association may not restrict the right of utilization of any Limited Cornmon Area nor
may any Limited Common Area be conveyed without the consent of the Member entitled
to utilization thereof_

Rug 04 04 09:42a Stroud Engineering 9100150593 p.5
Owner of such Site at the time when the assessment fell due. The personal obligation for delinquent
assessments shall not pass to his successors in title unless in expressly assumed by them.
SECTION 2. Purpose of Assessment. The assessments levied by the Association shall be used
exclusively to promote the recreation, health, safety and welfare of the residents in the Properties and for
the improvement and maintenance of all roads, and streets until such time as the roads and streets are
accepted by the North Carolina Department of Transportation, as it is the developer's intent to turn the
roads over to the North Carolina Department of Transportation at a later time; for the improvement and
maintenance of all curbs, easements, utilities and the Common Areas, and to carry out the obligations of
the Association and to administer the Association.
SECTION 3. Annual Assessments. For the calendar year 2004, the annual assessment is hereby
established as $ per Site, which amount shall be prorated and paid by the Owner at closing, for
the homeowner's dues through the remainder of that calendar year. Thereafter, annual assessments shall
be in an amount to be fixed from year to year by the Board of Directors which may establish different
rates from year to year as it may deem necessary for the purposes set forth in Section 2 above. The
amount of the annual assessment against each Site for any given year shall be fixed at least thirty (30)
days in advance of the annual assessmentperiod and written notice to the Owners to be subject thereto
shall be delivered to the Owners at or prior to the closing of their Site(s). Written notice of each annual
assessment thereafter shall be sent to every Owner subject thereto. The due date shall be established by
the Board of Directors and the Board of Directors shall have the authority to require the assessments to
be paid in pro rata monthly or quarterly installments. The Association shall, upon demand, and for a
reasonable charge, furnish a certificate signed by an officer of the Association setting for the whether
any assessment of a specified Site has been paid.
SECTION 4. Special Assessments. In addition to the annual assessments authorized above, the
Association may levy, in any assessment year, one or more special assessments, applicable to the year
only, for any purpose for which the Association is authorized to expend funds provided that any such
assessment for the purpose of constructing new capital improvements on Common Areas shall have the
assent of two-thirds (2/3) of the votes of the Members who are voting in person or by proxy at a meeting
duly called for this purposes. All other special assessments may be adopted by a majority of all of the
members of the Board of Directors.
SECTION S. Insurance. The Board of Directors on behalf of the Association, as a Common
Expense, shall at all times keep the property of the Association insured against loss or damage by fire or
other hazards and other such risks, including but not limited to directors' liability and public liability
insurance, upon such terms and for such amounts as may be reasonably necessary from time -to -time to
protect the Properties and Common Areas (including Limited;Common Areas), which insurance shall be
payable in case of loss to the Association for all Members. The Association shall have the sole authority
to deal with the insurer in the settlement of claims. Such insurance shall be obtained without prejudice
to the right of each Member to insure his personal property for his own benefit at his own expense. In
no event shall the insurance coverage obtained by the Association be brought into contribution with
insurance purchased by Members or their mortgagees. The Association shall insure no personal
property of an Owner, even if located on or in a Common Area (whether Limited Common Area or not)_
SECTION 6. Insurance Assessments. All insurance policy premiums on the Common Areas
for the benefit of the Association purchased by the Board of Directors or its designee and any
deductibles payable by the Association upon loss shall be a Common Expense and the Association may
either levy against the Owners equally as an additional annual assessed amount, (herein called
"Insurance Assessment") which shall be in addition to the amounts provided for under Section 2 above,
in an amount sufficient to pay the annual cost of all such insurance premiums, or shall include such
amount in its annual budget as a Common Expense.
SECTION 7. Uniform Rate of Assessment. Both annual and special assessments must be faxed
at a uniform rate for all Sites. Assessments may be collected on a monthly quarterly or annual basis as
determined by the Board.
SECTION S. Commencement of Assessments_ Annual assessments for each Site shall
commence upon the date of acceptance by an Owner of a deed from Declarant. Declarant shall not be
required to pay annual assessments on unsold Sites retained by the Declarant until a primary residential
structure, with Certificate of Occupancy issued, has been constructed on a Site. No special assessment

Aug 04 04 09:44a Stroud Engineering 9100150593 p.6
shall be payable by Declarant for any Site for which, as of the due date for such assessment, there is no
completed primary residential structure with Certificate of Occupancy thereon.
SECTION 9. Effect on Nonnavment of Assessments and Remedies of the Association. Any
assessment not paid within the thirty (30) days after the due date shall bear interest from the due date at
the highest rate allowable by law. The Association may bring an action at law against the Owner
personally obligated to pay the same, and/or file and foreclose a lien against the Site, which lien shall be
filed as a prime contractor's lien as set out in the. North Carolina General Statutes. No Owner may
waive or otherwise escape liability for any assessments provided for herein by non-use of the Common
Area or abandonment of his Site. All costs, including attorney fees, shall be the responsibility of the
delinquent Owner, and shall be included in any judgment entered as a cost of the proceeding.
SECTION 10. Subordination of the Lien to Mortgagee The lien of the assessments provided
for herein shall be subordinate to the lien of any first mortgage_ Sale or transfer of any Site shall not
affect the assessment lien. However, the sale or transfer of any Site pursuant to mortgage foreclosure or
any proceeding in lieu thereof shall extinguish the lien of such assessments as to payment which became
due prior to such sale or transfer. No sale or transfer shall relieve such Site from liability for any
assessments thereafter becoming due or for the lien thereof.
SECTION 11. Working_Cauital. At every closing, wherein the Declarant sells to a third party,
the Association shall collect One Hundred Dollars ($100.00) working capital. Declarant reserves the
right to amend this section including the amount at any time.
ARTICLE VI.
ARCHITECTURAL CONTROL
SECTION 1. Building and Site Improvements. No dwelling, fence, wall or other structure
shall be commenced, erected, maintained upon any Site in the Properties, nor shall any exterior addition
to or change in or alteration thereof (including painting or repainting of exterior surfaces) be made until
the plans and specifications have been submitted and approved as more fully set out hereinafter.
The Declarant shall, as determined by it, either sit as an Architectural Control Board, or shall
appoint a three (3) person committee to sit as an Architectural Control Committee ("Association
Committee"). The Association Committee shall review all alterations to previously approved
improvements including renovations and repairs impacting exterior appearance), and shall further
review all changes in the initially approved plans for each Site.
At least thirty (30) days prior to the anticipated commencement of any construction, erection,
establishment or modification of any structure or improvement on any Site, the Owner of such Property
(or his duly appointed agent) shall submit to the Chairman of either the Association Committee or the
Architectural Control Board as appropriate, a plat of the Site, which plat shall show each Site corner, as
to new construction, and there shall be shown thereon the proposed location of all proposed and existing
structures or improvements, including driveway, bulkheads, piers, patios, decks and walkways. There
shall further be provided sufficient building elevations and other site plans, including a statement of
exterior building materials and proposed exterior colors, to allow the appropriate committee to
accurately evaluate all structures and improvements proposed for construction on the Site. There shall
be submitted two (2) copies of all information required to be submitted. Within thirty (30) days after the
receipt of all required information, the appropriate committee shall submit in writing to the Owner of the
Site whether or not the requested construction and/or landscape plans are approved. The response of the
appropriate committee may be an approval, a denial an approval with conditions or a request for
additional information. A request for additional information shall be deemed a determination that the
information submitted was inadequate, and the thirty (30) day time for response shall only commence
upon receipt of the requested additional informations. If approval with conditions is granted, and
construction then begins, the construction shall be deemed approval by the Owner of the Site of the
conditions imposed. Any improved landscape plan shall be approved subject to the express condition,
whether or not so stated in the Letter of Approval, that the landscape plan shall be fully implemented in
a professional way as soon as reasonably possible following completion of construction of
improvements on the Site, and shall be further conditioned upon the commitment of the Owner of the
Site to complete timely such landscape plan, and once implemented, said landscaping shall be
maintained in a professional manner at all ties. There shall be a $25.00 Architectural Review fee paid to
the Association for each and every submission.

Aug 04 04 08:45a Stroud Engineering 9108150593 p.7
The appropriate committee shall approve the plans as submitted, if all required information is
submitted, if all specific requirements imposed by this Declaration are met, and if the following
affirmative findings are made:
A. That the improvements sought to be constructed will not have negative economic impact
on any other Sites.
B. That all required specific building standards and other conditions contained within this
Declaration, the guidelines established by the applicable committee for utilization
throughout Carolina Place, and other applicable legal documents have been complied
with;
C. That the improvements are architecturally compatible with proposed or constructed
improvements on other Sites.
SECTION 2. Requirements. Single-family residences shall have a minimum of One Thousand
(1,000) square feet of fully enclosed floor area devoted to living purposes (exclusive of roofed and
unroofed porches, sundecks, patios, terraces, carports and other buildings). This requirement shall not
apply to condominium units_
A. Since the establishment of inflexible building setback lines for location of house on Sites
tends to have detrimental effects on privacy, view, preservation of important trees and
other vegetation and may have ecological. consequences which are undesirable, no
specific setback lines are established by this Declaration. In order to assure, however,
that the foregoing considerations are given maximum effect, the Site and location of any
house or other structure upon any Site shall be controlled by and must be approved by the
appropriate committee.
B. No structure shall be erected, altered, placed or permitted to remain on any Site, except
one single-family dwelling not to exceed two stories in height, and one or more necessary
buildings (which may include detached private garage, or guest facilities) provided the
use of such dwelling or accessory building does not in the opinion of the appropriate
committee overcrowd the Site, and provided further that such buildings are not used for
any activity normally conducted as a business. Architectural features extending above
the roof Iuie may be approved if compatible with the primary structure.
C. All structures constructed on any Site shall be stick built of substantially new material.
No mobile or modular homes shall be erected on any lot. Once commenced, construction
of improvements must be completed within six (6) months or the Site owner shall pay a
S 10.00 per day penalty to the Association until a certificate of occupancy is issued for the
Site.
D. All service utilities, fuel tanks, clothes lines, wood piles and trash and garbage
accumulations are to be enclosed within a fence, wall or plant screen of type and size
approved by the appropriate committee, so as to preclude the same from causing an
unsightly view from any highway, street or -,A,ay within the Property, or from any other
Site.
SECTION 3. Maintenance by Associa*ion. The Association shall maintain all Common Areas
(including Limited Common Areas), including roadways, until such time as they are turned over and
accepted by the North Carolina Department of Transportation, plantings and shrubbery, boardwalks or
walkways located thereon, garages within Common Areas, exterior lighting fixtures (including bulbs)
and shall pay all costs of operation thereof, including premiums associated with general liability
insurance insuring the Association from liability arising from ownership and operation thereof.
Provided, however, in the event any lot owner has taken any action whatsoever which would hinder or
prevent the Developer from turning over maintenance of the streets and roads within the subdivision to
the North Carolina Department of Transportation, the Developer can, at the owner's expense, take any
appropriate actions necessary to gain State acceptance of the street maintenance.
The Association, at its expense, shall be responsible for maintaining, repairing and replacing the
planted areas, the storm water drainage system, including any retention pond, all drainage lines, pipes

Rug 04 04 08:46a Stroud Engineering 9108150593 p.8
and ditches which are located on the Properties, except those constructed by individual Site owners and
located within individual Sites. Provided, however, site owners shall be responsible for damage to
drainage swales caused by their own negligence or malfeasance, or the negligence or malfeasance of
their guests. The Association shall have the right to go onto the Sites at reasonable times for the purpose
of maintaining, repairing and replacing all utility and drainage lines and pipes which might be located on
such Sites; and each Owner hereby grants permission to the Association for its representatives to enter
his Site for such purposes.
ARTICLE VII
USE RESTRICTIONS
SECTION 1. Land Use and Building Tyne. No Site in Carolina Place shall be used for any
purposes except for residential purposes provided, however, that so Iong as Declarant retains Sites for
sale, nothing herein contained shall prevent or limit Declarant or its agents from maintaining a model
unit on the Property and from conducting sales of Carolina Place Properties from said Site. Any building
erected, altered, place or permitted to remain on any Site shall be subject to the provisions of Article VI
of this Declaration relating to architectural control. Different land use restrictions and architectural
control guidelines may be established for adjoining properties to be developed by Declarant.
SECTION Z. Nuisances. No noxious or offensive activity shall be carried on upon any Site, nor
shall anything be done thereon which may be or may become an annoyance or nuisance to the
neighborhood. There shall not be maintained any plants or animals, nor device or thing of any sort
whose normal activities or existence is in any way noxious; dangerous, unsightly, or unpleasant so as to
diminish or destroy the enjoyment of other properties by the Owners thereof. It shall be the
responsibility of each Site owner to prevent the development of any unclean, unsightly or unkempt
conditions of buildings or grounds on such Site which would tend to substantially decrease the beauty of
the neighborhood as a whole or the specific area. The Board of Directors shall have complete authority
to determine what activities are restricted by this section.
SECTION 3. Site Maintenance. In the event that any Site owner shall fail or refuse to keep his
Site free from weeds, underbrush or refuse piles, or unsightly growth or objects, then, after thirty (30)
days notice from the appropriate committee, the appropriate committee, or its designee, shall enter upon
such Site and remove the same at the expense of the Owner, and such entrance shall not be deemed a
trespass. In the event of such removal, a lien shall arise and be created in favor of the Association for
the full amount of the cost thereof chargeable to such Site, including collection costs and a 15%
administrative charge, and such amounts shall be due and payable within thirty (30) days after the
Owner is billed therefore. Such Iiens shall be enforceable by judicial proceedings as provided by law for
enforcement of liens.
Developer reserves the right to charter and form a lawn care association to provide uniform and
reasonable lawn care for the lots within Seaspray Cove at Carolina Place, said association to be separate
and apart from the Carolina Place Homeowners Association. In the event the developer does elect to
form such a lawn care association, all property owners of lots in Seaspray Cove at Carolina Place, and
any areas hereafter developed subjected to this Declaration, if any, shall be members of the association,
which membership shall be appurtenant to and may not be separated from the ownership of such single
family lot. The lawn care association shall be empowered to assess each lot owner a pro -rate portion of
the costs of the lawn care provided by the association, and such assessments shall be a charge on the
land and shall be a continuing lien upon the lot against which each assessment is made. Each such
assessment, together with interest, costs and reasonable attorney's fees, shall also be the personal
obligation of the person who was the Owner of such lot at the time when the assessment fell due. The
personal obligation for delinquent assessments shall not pass to his successors in title unless in expressly
assumed by them. The lien of the assessments provided for herein shall be subordinate to the lien of any
first mortgage. Sale or transfer of any lot shall not affect the assessment lien. However, the sale or
transfer of any lot pursuant to mortgage foreclosure or any proceeding in lieu thereof shall extinguish the
lien of such assessments as to payment 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 for the lien
thereof.
SECTION 4. TemporaME Structures. No temporary house, trailer, tent, garage or other
outbuilding shall be placed or erected on any Site; provided, however, that the Declarant may grant

Aug 04 04 08:48a Stroud Engineering 9108150593 p.9
permission for any such temporary structures for storage of materials during construction. No such
temporary structures as may be approved shall be used at any time as a dwelling house.
SECTION S. Recreational Vehicles. No boat, motorboat, camper, trailer, motor or mobile
home, or similar type vehicle, except for temporary construction or sales trailers during the construction,
shall be stored on any Site longer than 48 hours unless it is stored within a garage or carport.
SECTION 6. Animals. No animals, livestock or poultry of any kind shall be kept or maintained
on any Site or in any dwelling except that dogs, cats or other household pets may be kept or maintained
provided that thy are not kept or maintained for commercial purposes and provided further that they are
not allowed to run free and are at all times properly leashed.
SECTION 7. TV Satellite Dishes and Outside Antennas TV satellite signal receiving dishes
and antenna shall be adequately screened from view from Common Areas and other Sites. No outside
radio or television antenna shall be erected on any Site or dwelling unit within the Properties unless and
until permission for the same has been granted by the Architectural Control Board or its Association
Committee.
SECTION S. Window Coverings. All drapes, curtains or other similar materials hung at
windows so as to be visible from outside the home shall be of a white or neutral background material.
SECTION 9. Exterior Lights. All light bulbs or other lights installed in any fixture located on
the exterior of any building or any Sites shall be clear, white or non -frosted lights or bulbs. Light
wattage and placement shaII be approved by the Architectural Control Board.
SECTION 10. Junk Vehicles. No inoperable vehicle or vehicles will be permitted on the
Property. The Association shall have the right to have all such vehicles towed away at the Owner's
expense.
SECTION 11. Signs. No signs, except name identification of the owner not to exceed three (3)
square feet, shall be erected or placed on any Site; no "For Sale" signs will be allowed on undeveloped
or vacant Sites. "For Sale" signs will be allowed on houses but must be approved by the Architectural
Control Board or its Association Committee.
SECTION 12. Burning. No outside burning of trash, garbage or household refuse shall be
permitted.
SECTION 13. Trees. No tree with a diameter of six inches or larger when measured at a height
of 4 feet above ground shall be cut or removed without approval of the Architectural Control Board or
its Association Committee. The Association shall have the power to levy penalties and finds for the
violation of Article VII, Section 1-13.
ARTICLE VIII
ANNEXATION OF ADDITIONAL PROPERTIES
SECTION 1. Approval. Except as provided in Section 2 below, annexation of Additional
Property shall require the assent of two-thirds (2/3) of the Members at a meeting called for this purpose.
Written notice of such meeting shall be sent to all Members not less than thirty (30) days nor more than
sixty (60) days in advance of the meeting.
SECTION 2. By Declarant. If the Declarant, its successors or assigns, shall develop all or any
lands in close proximity to the Properties, said additional lands or any portion thereof may be annexed to
said Properties without the assent of any other person or entity. Annexation provided for in this section
shall become effective upon the filing by the Declarant of a Supplemental or Amended Declaration in
the Office of the Register of Deeds of Brunswick County. Such additional lands to be annexed hereto
shall be developed in the same general scheme of development as Seaspray at Carolina Place.
ARTICLE IX.
STORM WATER MANAGEMENT

Rug 04 04 08:49a Stroud Engineering 9108150593 p.10
Section 1. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 040129, as issued by the Division of Water Quality
under NCAC 2H.1000. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management Permit. These covenants are
to run with the land and be binding on all persons and parties claiming under them. 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
plans may not take place without the concurrence of the Division of Water Quality.
Section 2. The maximum allowable built -upon area per lot is 3,200 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. 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. Each lot will maintain a 30' wide vegetated
buffer between all impervious areas and surface waters. All roof drains shall terminate at least 30' from
the mean high water mark of surface waters.
Section 3. FiIling in, piping or altering any designated 5:1 curb outlet Swale associated with the
development is prohibited by any persons. 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 5%, carry the flow from a 10 year
storm in a non -erosive manner, and maintain a dense vegetative cover.
ARTICLE X.
RULES AND REGULATIONS
SECTION 1. Enforcement. The Association, or any Owner, shall have the right to enforce, by
any proceeding at law or in equity, all restrictions, conditions, covenants, reservations, liens and charges
now or hereafter imposed by the provisions of this Declaration. Failure by the Association or by an
Owner to enforce any covenant or restriction herein contained shall in no event be deemed a waiver of
the right to do so thereafter.
SECTION 2. Severability. Invalidation of any one of these covenants or restrictions by
judgment or court order shall in no way effect any other provisions which shall remain in full force and
effect.
SECTION 3. Sites Subject to Declaration. All present and future owners, tenants and
occupants of Sites and their guest(s) or invitee(s), shall be subject to, and shall comply with the
provisions of the Declaration, and as the Declaration may be amended from time -to -time. The
acceptance of a deed or conveyance or the entering into of a lease or the entering into occupancy of any
Site shall constitute an agreement that the provisions of this Declaration are accepted and ratified by
such owner, tenant or occupant. The covenants and restrictions of this Declaration shall inure to the
benefit of and be enforceable by the Association, or the Owner of any Site, their respective legal
representatives, heirs, successors and assigns, and shall run with and bind the land and shall bind any
person having at any time any interest or estate in any Site as though such provisions were made a part
of each and every Deed of Conveyance or Lease.
SECTION 4. Amendment of Declaration. Declarant reserves the right any time prior to all lots
being sold, that these protective covenants may be amended by the Declarant in its sole discretion.
Retention of this right by the Declarant is not intended to affect the general or common scheme of
development for the property herein described but to correct and modify situation or circumstances
which may arise during the course of development. These protective covenants may also be amended
by a vote of not less than sixty-seven percent (67%) of the owners and an instrument must be recorded at
the Brunswick County Registry for such an amendment to be effective. In no event may the protective
covenants be amended so as to alter any obligations to pay ad valorem taxes or assessments for public
improvements as herein provided, or affect any lien for tfie payment thereof established herein or so to
deprive the Declarant, its designee, its successors and assigns of any rights herein granted which are
reserved unto the Declarant.

Aug 04 04 08:50a Stroud Engineering 9109150593 p.11
SECTION 5. Adoption. The Board of Directors of the Association shall have the power to
formulate, publish and enforce reasonable rules and regulations concerning the use and enjoyment of
each Site and all Common Areas. Such rules and regulations, along with all policy resolutions and
policy actions taken by the Board of Directors, shall be recorded and maintained in a place convenient to
the Owners and available to them for inspection during normal business hours.
iN WITNESS WHEREOP, BILL CLARK HOMES OF WILMINGTON, LLC, a North
Carolina limited liability company, the Declarant herein, has caused this Declaration to be executed this
day of 22004.
BILL CLARK HOMES OF WILMINGTON, LLC
Declarant
BY:
BY:
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
Manager
Manager
I, a Notary Public in and for the State and County aforesaid, do hereby certify that
and , Managers of BILL
CLARK HOMES OF WILMINGTON, LLC, personally appeared before me this day and acknowledged
the due execution of the foregoing instrument for the purposes therein expressed.
WITNESS my hand and seal, this the day of
My Comm. Exp:
Notary Public
2004.

STROUD ENGINEERING, P.A.
107 B Commerce Street
GREENVILLE, NC 27858
RECEIVED
[phone] 2 9 2004
TO / v C D
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
LLLEVVINN OF 4 0 & LIVIMOUVEL
7
❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
Z
7 Z
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7
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THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ For review and comment
❑ FORBIDS DUE
REMARKS
(��GL r
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED: I `
1f enclosures are not as noted, kindly notify us at once.

:EIVED
J U L 2 9 2004
STROUD ENGINEERING, P.A. BY:
CONSULTING ENGINEERS
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
[phone]
July 29, 2004
NCDENR
Division of Water Quality
Attn: Linda Lewis
127 Cardinal Drive Ext.
Wilmington, NC 28403
Re: Carolina Place
Project No. SW8 040129
Brunswick County
Dear Linda,
We have addressed the issues cited in your letter dated July 15, 2004. Attached you will find
revised plans, calculations and applications for the aforementioned project.
• Basins 1 A, 2B, 4A, 413, 5, 6, 7A, and 8 have been modified to accommodate the 4.5"
storm. Bypass structures are shown for Basins 2A and 9. Revised calculations and
infiltration basin supplements are included with this letter.
• Bypass structures are provided in the form of junction boxes with smart weirs.
Stormwater will backup into the junction box and overflow above the smart weir. A
detail is included on sheet 9.
• The developer is still working to draft the restrictions. Upon completion, they will
be forwarded to your office.
We hope these revision satisfy your concerns for this project. If you have any questions or
comments, please feel free to contact me of Jimmy Fentress. Thank you in advance for your attention
to this matter.
Respectfully yo s,
l
C. Pa ric c noddy, E.I.
Stroud Engineering, P.A.
attachments
cc Cheryl Blanton
CPS/cp
File f:\master\pw-413\wpd\lewis2.wpd
107 COMMERCE ST.
HESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE
151-A HWY. 24
GREENVILLE, NC 27858 WILMINGTON, NC 28403
MOREHEAD CITY, NC 28557
[phone] [phone]
[phone]

Michael F. Easley, Governor
William G. Ross Jr. Secretary
North Carolina Department of Environment and Natural Nesources
Alan. W. Klimek PE.,Director
'C Division of Wit' Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 15, 20G4
Mr. John Conner, Manager
Bill Clark Homes of Wilmington, LLC
1430 Commonwealth Drive
Wilmington, NC 28403
Subject: Request for Additional Information
Stormwater Project No. SW8 040129
Carolina Place
Brunswick County
Dear Mr. Conner:
The Wilmington Regional Office received a Stormwater Management Permit Application
for Carolina Place on April 29.2004. A preliminary review of that information has
determined that the application is not complete. The following information is needed to
continue the stormwater review:
Please provide revised design calculations for the 4.5" storm event, and
note which basins will be required to bypass the runoff. According to my
calculations, Basins 1A, 2A, 213, 4A, 4B, 5, 6, 7A, 8 and 9 must provide
offline bypasses because they do not provide sufficient storage for the 4.5"
rain event.
2. Infiltration systems are offline, that is, they must bypass their runoff prior to
entering the basin. This is usually accomplished by providing a smart weir
in the last catch basin, manhole or junction box prior to entry into the
basin. The plans appear to locate the required bypass -structures within
the basin, similar to a wet pond, which is incorrect.
3. Please provide a detail for the bypass structure, which specifies the
elevation of the smart weir for each basin. The smart weir elevation should
correspond to the 1.5" temporary storage elevation.
4. 1 am still waiting for a copy of the proposed deed restrictions for the high
density single family development.
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 August 15,
2004, 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
fetter. 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.
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax 1 a00 823-7748 PW

Mr. Conner
July 15, 2004
Stormwater Application No. SW8 040129
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,
Linda Lewis
Environmental Engineer
RSS/arl: S:IWQSISTORMWATIADDINF0120041040129.ju104
cc: Jimmy Fentress, P.E., Stroud Engineering
Linda Lewis
Page 2 of 2

LIMITED LIABILITY COMPANY
ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: Bill Clark Homes of Wilmington, LLC
STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L.C. ID NUMBER: 0364516
NATURE OF BUSINESS: Construction
REGISTERED AGENT: Clark, William H
REGISTERED OFFICE MAILING ADDRESS: 200 Arlington Blvd
Ste R
Greenville, NC 27834
SOSID: 0364516
Date Filed: 5/5/2004 9:36:00 AM
Elaine F. Marshall
North Carolina Secretary of State
2004126 00020
FEDERAL EMPLOYER M NUMBER: 561913557
REGISTERED OFFICE STREET ADDRESS: 200 Arlington Blvd
Ste R
Greenville, NC 27834 County: Pitt
SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: 1430 Commonwealth Drive
Wilmington, NC 28403
PRINCIPAL OFFICE STREET ADDRESS: 1430 Commonwealth Drive
Wilmington, NC 28403
MANAGERSIN IYMERSIORGANIZERS:
Name: Name:
Name:
Title: Title:
Title:
Address: Address:
Address:
City: City:
City.
State: Zip: State: Zip.
State: Zip:
CERT ATION OF AL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
i
FO UST SI&EfY A AGER/MEMBER DATE
Manager/Mcmba
E OR PRINT AME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $200.00 MAIL TO: Secmtary of Slats - Cozporations Division - Post Office Box 29525 - Raleigh, NC 27626-0525

STROUD ENGINEERING, P.A.
107 B Commerce Street
GREENVILLE, NC 27858
[phone]
TO NCDENk
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
dN4VJ [Xn 91P U o ° a@W0U4Qd
.L t two.,
�42Qt4
JOB NO.
following items:
❑ Samples ❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
Z
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THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment
❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS Lt -0'JD•'4 ,
t✓�Ftt�D To Ti4E G�fSf TJ�V !N f�P�S �F �'�V/mac �%� L'�ENRNTS
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2����1.
COPY TO
SIGNED:
tf enclosures are not as noted, kindly notify us at once.

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
[phone]
April 28, 2004
NCDENR
Division of Water Quality
Attn: Linda Lewis
127 Cardinal Drive Ext.
Wilmington, NC 28403
Re: Carolina Place
Project No. SW8 040129
Brunswick County
Dear Linda,
RECEIVED
APR 2 9 2004
DWQ
PBOJ #
We have addressed the issues cited in your letter dated March 29, 2004. Attached you will
find revised plans, calculations and applications for the aforementioned project.
• A map showing each drainage area is provided.
s There is a vegetation schedule above the basin detail.
• Basins 1 A and 1 B have separate column on the application.
• Outlet structures have been provided for those basins which do not provide 3 times
the 1.5" design storm.
• A copy of the proposed deed restrictions are attached.
• The application and calculations have been revised to match one another.
• Sheet 3 shows spot elevations for the area of the multifamily buildings.
• A note has been added regarding roof drains being directed to the stormwater system.
• Basin bottoms have been dimensioned.
• A separate sheet has been included showing all the stormwater collection system in
a drainage easement.
We hope these revision satisfy your concerns for this project. If you have any questions or
comments, please feel free to contact me of Jimmy Fentress. Thank you in advance for your attention
to this matter.
Respectfully yours,
C. Patrick Snoddy, E. .
Stroud Engineering, P.A.
attachments
107 COMMERCE ST. HESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE 151-A HWY. 24
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 26557
[phone] [phone] [phone]

Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 21, 2004
Mr. John Conner, Manager
Bill Clark Homes of Wilmington, LLC
1430 Commonwealth Drive
Wilmington, NC 28403
Subject: Request for Additional Information
Stormwater Project No. SW8 040129
Carolina Place
Brunswick County
Dear Mr. Conner:
The Wilmington Regional Office received previously requested information regarding the
Stormwater Management Permit Application'for Carolina Place on July 29, 2004. A
preliminary review of that information has determined that the application is not complete. The
following information is needed to continue the stormwater review:
In order to meet the rules, where a non -bypassing basin is proposed, it must
accommodate 4.5" of runoff. All but two of the proposed basins were eNarged to
provide this additional storage,. -however, the additional capacity was gained by
deepening the basin. Many of the Seasonal High Water Table elevations
previously reported on the supplements have been revised -so that it is now 1-3
feet lower than it was before. However, the topographic relief across Basins 1A,
1 B, 6, 8 and 9 will result in a portion of the bottom of those basins being below
the SHWT elevation. Please calculate the SHWT elevation for each basin based
on the highest existing ground contour in each basin. For example, the highest
contour in Basin 1 B is 32, so the SHWT for that Basin would be 27. The bottom
elevation of that basin must be 29 or higher. The application lists a proposed
bottom elevation of 20.
2. The supplement signature pages that were previously submitted as originals are
=,y
color copies. Each signature is exactly the same and is located in exactly
me place on the signature line. Please provide an original signature page
for each basin.
3. Please label the bypass structures for Basins 2A and 9 on the plans.
4. Please provide a 50' vegetated filter at the overflow from Basins 2A and 9, as
required by the rules. Please label the location of each filter on the plans and
provide a detail for each filter on the plans.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service1-877-623- 748
Wilmington Regional Office Wilmington, NC 28405-845 FAX [phone] Internet: h2o.enr.state.nc.us .
Ane Carolina
An Equal Opportunity/Affirmative Acton Employer — 50% Recycled110% Post Consumer Paper Aff'r,1111V

John Conner
October 21, 2004
Stormwater Application No. SW8 040129
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 November
21, 2004, 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,
Linda Lewis
Environmental Engineer
RSS/arl: S:IWQSISTORMWATIADDINFO120041040129.oct04
cc: James Fentress, P.E., Stroud Engineering
Linda Lewis
Page 2 of 2

A
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
[phone]
Michael F. Easley, Governor William G. Ross Jr., Secretary
FAX COVER SHEET
Date: 4 -5- o 5
To: 2ok S6iQman
CO:
FAX
REMARKS: f yIUCS
# pages (excluding cover
From: Li17d2 & 2XA4 `S
Division:
FAX#: [phone]
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 Telephone [phone] Fax [phone]
An, Equal Opportunity Affirmative Action Employer

OF W:A.7TFR Michael F. Easley, Governor
p� 4G William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
� r
0 " Alan W. Klimek P.E.,Director
Division of'Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
March 29, 2004
Mr. John Conner, Manager
Bill Clark Homes of Wilmington, LLC
1430 Commonwealth Drive
Wilmington, NC 28403
Subject: Request for Additional Information
Stormwater Project No. SW8 040129
Carolina Place
Brunswick County
Dear Mr. Conner:
The Wilmington Regional Office received a Stormwater Management Permit Application
for Carolina Place on January 22, 2004. 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 delineate the single drainage area for each proposed infiltration
basin. The delineation provided does not show the streets or buildings, so
I am unable to correlate the drainage area to the development area.
2. If not already done, please schedule a site visit with the Regional Soils
Scientist through me to verify the soils information.
3. Please specify pond / Swale side slope vegetation and the wetland
species to be planted on the 6:1 shelf.
4. Since Basins 1A and 1B are two separate basins each with it's own
drainage area, please provide separate columns on the application.
5. Please provide a bypass structure for each basin, in order to bypass the
excess design storm, as required by the rules. If your intent is to provide
storage for additional runoff in order to avoid the bypass structure, you
needed to contact me regarding the storage requirement for your
particular set of circumstances. For projects immediately adjacent SA
waters, with a SHWT that is generally just 2-3 feet below the proposed
bottom elevation, a fairly slow infiltration rate, and marginal soils, the
required storage volume will be 3 times the 1.5" design storm. If this is not
possible, then please provide bypass structures for the basins.
6. Please report all built -upon areas in square feet on the application.
7. Please provide a copy of the proposed deed restrictions for the single-
family subdivision to include all required conditions and limitations for a
high density subdivision.
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service IRA
Wilmington Regional office Wilmington, NC 28405 [phone] Fax [phone]

Mr. Conner
March 29, 2004
Stormwater Application No. SW8 040129
8. Please check the application against the calculations. Many of the
drainage areas reported on the application are not matching up with the
numbers used in the calculations. I am unable to review the calculations
until the drainage and built -upon areas are corrected.
9. Please add sufficient spot elevations in parking lots and finished floor
elevations for the buildings in order to determine that all runoff is being
directed into the infiltration basins.
10. Please add a note to the plans regarding the roof drainage. All roof drains
must be located such that the runoff is directed into the stormwater
collection system.
11. Please provide dimensions for the bottom contour in each proposed
infiltration basin.
12. Please locate all of the stormwater collection system (swales, piping,
basins, etc.,) in labeled drainage easements and note their width on the
plan.
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 April 29,
2004, 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,
6&4U &"Xia
Linda Lewis
Environmental Engineer
RSS/arl: S:IWQSISTORMWATIADDINFO120041040129.mar04
cc: James Fentress, P.E., Stroud Enginering
Linda Lewis
Page 2 of 2

STROUD ENGINEERING, P.A.
107 B Commerce Street
GREENVILLE, NC 27858
LURUCTIRQ rL '
[phone]
WE ARE SENDING YOU
❑ Shop drawings
❑ Copy of letter
❑ Attached ❑ Under separate cover via
❑ Prints ❑ Plans
❑ Change order ❑
DATE
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Jo w 413
ATTENTI
RE: /'
C '4 xo e! x, 4CCm_ Fh
❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
Z
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4-46J
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d l (o v
5W U I o
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sW u 107 19
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ For review and comment
❑ FOR BIDS DUE
REMARKS
❑ Approved as submitted ❑ Resubmit
❑ Approved as noted ❑ Submit _
❑ Returned for corrections ❑ Return _
_copies for approval
copies for distribution
corrected prints
❑. PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGP
/f enclosures are not as noted, kindly notify us at once.

December 11, 2003
Stroud Engineering
102-D Cinema Drive
Wilmington, North Carolina 28403
Attention: Mr. Jimmy Fentress
Reference: Double Ring lnfiltrometer Testing
Carolina Place
N.C. Highway 133
Brunswick County, North Carolina
Job No.1063-03-959
Dear Mr. Fentress:
Since 1973
TiM Deca&s ... Three Reasons
F* listen. Abe respond We solve.
RECEIpED
JAN 2 2 2004
PROD # S%v �Q 4-01z -I
As requested, S&ME personnel have recently conducted three double -ring infiltrometer tests of the
surficial soils at the subject site at the approximate locations shown in Figure 1. Specifically, our
representatives performed the following work items on December S, 2003:
1. Advanced one hand-augered boring near each infrltrometer test location 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 three double -ring infiltrometer tests at depths ranging from 11 to
12 inches below the existing ground surface. This testing was conducted in
general accordance with American Society for Testing and Materials (ASTM)
procedure D-3335 entitled, "Infiltration Rate of Soils its Field Using Double -
Ring Infiltromeetef'.
Based on our field classifications of the excavated soils at the hand-augered boring locations, the in -
place soils consisted of slightly silty sands, siltysands, clayey sands, and- clays which extended to
the maximum completed boring depth of 7 below the existing ground surface. Water was
encountered in the bomholes at depths ranging from about 6 to 6'/. feet below the existing ground
surface. The site water level will fluctuate with climatic and seasonal conditions, however, and may
be higher or lower at other times of the year. It is our opinion that the depth to the seasonal high
water table exceeds five feet below the existing ground surface.
Detailed descriptions of the subsurface conditions encountered at the test locations are presented in
Tables 1 through 3.
SWE, Inc. (910) 799 99d5
6a09 Amskidom My, building W I 19101 7"-9958 Fox
Wilmington; North Carolina 28405 www.smelni.iom

a
Stroud Engineering
S&ME Job Number 1063-03-959
December 11, 2003
Page Two
The average infiltration rate at test location 1 was approximately 4.6 inches- per hour.
At test.location 2, the average infiltration rate was approximately 6.1 inches per hour. The average
infiltration rate attest location 3 was approximately 11.7 inches per hour. A summary of the field
test results is presented in Tables 1 through 3.
S&ME appreciates the opportunity to provide our services during this phase of the
project. Should you have arty questions after reviewing this letter, or if 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, II
Senior Engineering Technician
Michael W. Behen, P.E.
Senior Geotechnical Engineer
CRC:IbM4ns
A[n dmunrs
Copy: Bill Clark Homes of Wilmington, LLC

TABLE 1
Double Ring-Infiltrometer resting
Carolina Place
N.C. I•iighway 133
Bnmwick County, Notch Carolina
Job No. 1063-03-959
Location: 1
Date of Test: December 8, 2003
Depth of Test Below Site Grade: 12 inches
Depth of Water in Rings: 4h inches
Inner Diameter of Inner Ring:11 "/16 inches
Inner Diameter of Outer Ring: 22% inches
Depth to Groundwater: 77 inches
Average Infiltration Rate: 4.6 inches per hour
SOIL PROFILE
DVA Hue VaIW&hroma Soil Description
0-60"
2.5 Y
5/3
Light Olive Brown Fine to Medium SAND - Trace of Silt
with Shell Fragments
60"-72"
2.5 Y
4/3
Olive Broom Fine to Medium SAND - Some Clay
72"-78"
2.5 Y
4/1
Dark Gray Sandy CLAY to Clayey SAND
78"-84"
2.5 Y
4/1
Dark Gray CLAY
,0:

TABLE 2
Double Ring ln#iltrometer Testing
Carolina Place
N.C. Highway 133
Brunswick County, North Carolina
Job No.1063-03-959
Location: 2
Date of Test: December 8, 2003
Depth of Test Below Site Grade: I I inches
Depth of Water in Rings: 5 inches
Inner Diameter of Inner Ring: 1111116 Inches
Inner Diameter of Outer Ring: 22Y, inches
Depth to Groundwater: 71 inches
Average Infiltration Rate: 6.1 inches per hour
SOIL PROFILE
Depth Hue Value/Chroma Soil Description
0-30"
2.5 Y
6/2
Light Brownish Gray Fine to Medium SAND - Trace of Silt
30"-53"
2-5 Y
6/3
Light Yellowish Brown Fine SAND - Trace of Silt with Clay
Lumps
53"-60"
2.5 Y
4/3
Olive Brown Fine to Medium SAND - Some Clay
60"-82"
2.5 Y
4/1
Dark Gray Clayey SAND or Silty SAND
4:

TABLI: 3
Double Ring Infiltrometer Testing
Carol=* Place
N.C. Highway 133
Brunswick County, North Carolina
Job No. 1 063-03-959
Location: 3
Date of Test: December 8, 2003
Depth of Test Below Site Grade: 12 inches
Depth of Water in Rings: 5 inches
Inner Diameter of Inner Bing: 1111116 inches
Inner Diameter of Outer Ring: 22%z inches
Depth to Groundwater: 81 inches
Average Infiltration Rate. 11.7 inches per hour
SOIL PROFILE
poh Hue Value/Chroma Soi(Descrimion
0-12"
2.S Y
2.5/1
Black Fine to Medium SAND - Trace of Clay with Organics
12"-30"
10 YR
313
Dark Brown Fine to Medium SAND - Trace of Silt
30"-4S"
10 YR
212
Very Dark Brown Fine to Medium SAND - Trace of Silt
4S"-72"
10 YR
4/3
Brown Fine to Medium SAND - Trace of Silt
72"-78"
10 YR
3/1
Very Dark Gray Fine to Medium SAND - Trace of Silt

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Project Summary Report
.h
Project Description
Worksheet
SWALE 1
Flow Element
Triangular Char
Method
Manning's Fora
Solve For
Channel Depth
Input Data
Mannings Coeffic
0.030
Slope 005000
ft/ft
Left Side Slope
0.20 V : H
Right Side Slope
0.20 V : H
Discharge
7.78 cfs
Results
Depth
0.88 ft
Flow Area
3.9 ft2
Wetted Perimi
8.99 ft
Top Width
8.82 ft
Critical Depth
0.68 ft
Critical Slope 0.019244
ft/ft
Velocity
2.00 ft/s
Velocity Head
0.06 ft
Specific Enerc
0.94 ft
Froude Numb.
0.53
Flow Type 3ubcritical
Project Engineer: Julie Tuten
c:lhaestadlfmwlcarolinapl.fm2 Stroud Engineering Company FlowMaster ve.0 [614b]
01122,104 02:17:55 PM ®Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 21

Project Summary Report
!:4
Project Description
Worksheet
SWALE 2
Flow Element
Triangular Char
Method
Manning's Forrr
Solve For
Channel Depth
Input Data
Mannings Coeffic
0.030
Slope 005000
ft/ft
Left Side Slope
0.20 V : H
Right Side Slope
0.20 V : H
Discharge
3.10 cfs
Results
Depth
0.62 ft
Flow Area
1.9 ft'
Wetted Perimi
6.37 ft
Top Width
6.24 It
Critical Depth
0.47 It
Critical Slope 0.021755 ft/ft
Velocity
1.59 ft/s
Velocity Head
0.04 It
Specific Enerc
0.66 It
Froude Numb.
0.50
Flow Type 3ubcritical
Project Engineer: Julie Tuten
c:\haestad\fmw\carolinapl.fm2 Stroud Engineering Company FlowMaster v6.0 [614bj
01/22/04 02:17:55 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 12 of 21

Project Summary Report
.n
Project Description
Worksheet
SWALE 3
Flow Element
Triangular Char
Method
Manning's Forrr
Solve For
Channel Depth
Input Data
Mannings Coeffic
0.030
Slope 005000 ft/ft
Left Side Slope
0.20 V : H
Right Side Slope
0.20 V : H
Discharge
1.45 cfs
Results
Depth
0.47 ft
Flow Area
1.1 ft2
Wetted Perimi
4.79 ft
Top Width
4.70 ft
Critical Depth
0.35 ft
Critical Slope 0.024076 ft/ft
Velocity
1.32 ft/s
Velocity Head
0.03 ft
Specific Enerc
0.50 ft
Froude Numb.
0.48
Flow Type 3ubcritical
Project Engineer: Julie Tuten
c:lhaestad\fmwlcarolinapl.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
01/22/04 02:17:55 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 15 of 21

Project Summary Report
!6
Project Description
Worksheet
SWALE 4
Flow Element
Triangular Char
Method
Manning's Forrr
Solve For
Channel Depth
Input Data
Mannings Coeffic
0.030
Slope 005000
ft/ft
Left Side Slope
0.20 V : H
Right Side Slope
0.20 V : H
Discharge
1.91 cfs
Results
Depth
0.52 ft
Flow Area
1.4 ft2
Wetted Perimi
5.31 ft
Top Width
5.21 ft
Critical Depth
0.39 ft
Critical Slope 0.023207 ft/ft
Velocity
1.41 ft/s
Velocity Head
0.03 ft
Specific Enerc
0.55 ft
Froude Numb,
0.49
Flow Type 3ubcritical
Project Engineer: Julie Tuten
c:\haestad\fmw\carolinapl.fm2 Stroud Engineering Company FlowMaster v6.0 (614b]
01/22/U4 02:17:55 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 16 of 21

Project Summary Report
Project Description
Worksheet
SWALE 5
Flow Element
Triangular Char
Method
Manning's Forrr
Solve For
Channel Depth
Input Data
Mannings Coeffic
0.030
Slope
005000 ft/ft
Left Side Slope
0.20 V : H
Right Side Slope
0.20 V : H
Discharge
10.59 cfs
Results
Depth
0.99 ft
Flow Area
4.9 ft
Wetted Perim(
10.09 ft
Top Width
9.90 ft
Critical Depth
0.77 ft
Critical Slope 0.018468 ft/ft
Velocity
2.16 ft/s
Velocity Head
0.07 ft
Specific Enerc
1.06 ft
Froude Numb,
0.54
Flow Type 3ubcritical
Project Engineer: Julie Tuten
c:lhaestadlfmw\carolinapl.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
01/22/04 02:17:55 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 17 of 21

Project Summary Report
Project Description
Worksheet
SWALE 6
Flow Element
Triangular Char
Method
Manning's Forrr
Solve For
Channel Depth
Input Data
Mannings Coeffic
0.030
Slope 005000 ft/ft
Left Side Slope
0.20 V : H
Right Side Slope
0.20 V : H
Discharge
4.97 cis
Results
Depth
0.75 ft
Flow Area
2.8 ft'
Wetted Perim(
7.60 it
Top Width
7.45 ft
Critical Depth
0.57 ft
Critical Slope 0.020429
ft/ft
Velocity
1.79 ft/s
Velocity Head
0.05 ft
Specific Enerc
0.79 ft
Froude Numb,
0.52
Flow Type Subcritical
Project Engineer: Julie Tuten
c:\haestadlfmwlcarolinapl.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
01/22/04 02:17:55 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 48 of 21

Project Summary Report
Project Description
Worksheet
SWALE 7
Flow Element
Triangular Char
Method
Manning's Forrr
Solve For
Channel Depth
Input Data
Mannings CoeffiC
0.030
Slope 005000 ft/ft
Left Side Slope
0.20 V : H
Right Side Slope
0.20 V : H
Discharge
6.71 cis
Results
Depth
0.83 ft
Flow Area
3.5 fts
Wetted Perimi
8.51 ft
Top Width
8.34 ft
Critical Depth
0.65 ft
Critical Slope 0.019627
ft/ft
Velocity
1.93 ft/s
Velocity Head
0.06 ft
Specific Enert
0.89 ft
Froude Numb.
0.53
Flow Type 3ubcritical
Project Engineer: Julie Tuten
c:\haestad\fmw\carolinapl.fm2 Stroud Engineering Company FlowMaster v6.0 (614b)
01/22/04 02:17:55 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 19 of21

Project Summary Report
Project Description
Worksheet
SWALE 8
Flow Element
Triangular Char
Method
Manning's Forrr
Solve For
Channel Depth
Input Data
Mannings Coeffic
0.030
Slope 005000
ft/ft
Left Side Slope
0.20 V : H
Right Side Slope
0.20 V : H
Discharge
9.25 cfs
Results
Depth
0.94 ft
Flow Area
4.4 ft2
Wetted Perim4
9.59 ft
Top Width
9.41 ft
Critical Depth
0.73 ft
Critical Slope
0.018805 ft/ft
Velocity
2.09 ft/s
Velocity Head
0.07 ft
Specific Enerf
1.01 ft
Froude Numb.
0.54
Flow Type
3ubcdtical
Project Engineer: Julie Tuten
c:lhaestadlfmwlcarolihapl.fm2 Stroud Engineering Company FlowMas,ter v6.0 [614b]
01/22/04 02:17:55 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 20 of 21

Project Summary Report
.A
Project Description
Worksheet
SWALE 9
Flow Element
Triangular Char
Method
Manning's Fom
Solve For
Channel Depth
Input Data
Mannings Coeffic
0.030
Slope 005000 ft/ft
Left Side Slope
0.20 V : H
Right Side Slope
0.20 V : H
Discharge
9.22 cis
Results
Depth
0.94 ft
Flow Area
4.4 ft'
Wetted Perimi
9.58 ft
Top Width
9.40 ft
Critical Depth
0.73 ft
Critical Slope 0.018813
ft/ft
Velocity
2.09 ft/s
Velocity Head
0.07 ft
Specific Eneq
1.01 ft
Froude Numb.
0.54
Flow Type 5ubcritical
Project Engineer: Julie Tuten
c:Xhaestadlfmwlcarolinapl.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
01/22/04 02:17:55 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 21 of 21

Project Summary Report
.y
Project Description
Worksheet
SWALE 10
Flow Element
Triangular Char
Method
Manning's Fora
Solve For
Channel Depth
Input Data
Mannings Coeffic
0.030
Slope 005000 ft/ft
Left Side Slope
0.20 V : H
Right Side Slope
0.20 V : H
Discharge
1.88 cfs
Results
Depth
0.52 ft
Flow Area
1.3 ftz
Wetted Perimi
5.28 ft
Top Width
5.18 ft
Critical Depth
0.39 ft
Critical Slope 0.023256
ft/ft
Velocity
1.40 ft/s
Velocity Head
0.03 ft
Specific Enerc
0.55 ft
Froude Numb,
0.49
Flow Type 3ubcritical
Project Engineer: Julie Tuten
C:\haestad\fmw\carolinapl.fm2 Stroud Engineering Company FlowMaster v6.0 [614b)
01/22/04 02:17:55 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 2 of 21

Project Summary Report
Project Description
Worksheet
SWALE 11
Flow Element
Triangular Char
Method
Manning's Forrr
Solve For
Channe: Depth
Input Data
Mannings Coeffic
0.030
Slope 005000 ft/ft
Left Side Slope
0.20 V : H
Right Side Slope
0.20 V : H
Discharge
8.68 cfs
Results
Depth
0.92 It
Flow Area
4.2 ftz
Wetted Perimi
9.37 It
Top Width
9.19 ft
Critical Depth
0.72 ft
Critical Slope
0.018965 ft/ft
Velocity
2.06 ft/s
Velocity Head
0.07 ft
Specific Enerf
0.98 ft
Froude Numb.
0.54
Flow Type
3ubcritical
Project Engineer: Julie Tuten
c:\haestad\fmw\carolinapl.fm2 Stroud Engineering Company FlowMaster v6.0 [614bj
01/22/04 02:17:55 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 3 of 21

.a
Project Summary Report
Project Description
Worksheet
SWALE 12
Flow Element
Triangular Char
Method
Manning's Forrr
Soive For
Channel Depth
Input Data
Mannings Coeffic
0.030
Slope 005000 ft/ft
Left Side Slope
0.20 V : H
Right Side Slope
0.20 V : H
Discharge
1.92 cfs
Results
Depth
0.52 ft
Flow Area
1.4 ft2
Wetted Perim(
5.32 ft
Top Width
5.22 ft
Critical Depth
0.39 ft
Critical Slope 0.023190 ft/ft
Velocity
1.41 ft/s
Velocity Head
0.03 ft
Specific Eneq
0.55 ft
Froude Numb.
0.49
Flow Type 3ubcritical
Project Engineer: Julie Tuten
c:lhaestadlfmwlcarolinap1.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
01/22/04 02:17:55 PM C Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 05708 USA [phone] Page 4 of 21

Project Summary Report
!h
Project Description
Worksheet
SWALE 13
Flow Element
Triangular Char
Method
Manning's Forrr
Solve For
Channel Depth
Input Data
Mannings Coeffic
0.030
Slope 005000 ft/ft
Left Side Slope
0.20 V : H
Right Side Slope
0.20 V : H
Discharge
5.34 cfs
Results
Depth
0.77 ft
Flow Area
2.9 ft'
Wetted Perimi
7.81 ft
Top Width
7.66 ft
Critical Depth
0.59 ft
Critical Slope
0.020234 ft/ft
Velocity
1.82 ft/s
Velocity Head
0.05 ft
Specific Enerc
0.82 ft
Froude Numb,
0.52
Flow Type
30critical
Project Engineer: Julie Tuten
c:\haestad\fmw\carolinapl.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
01/22/04 02:17:55 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 5 of 21

Project Summary Report
Project Description
Worksheet
SWALE 14
Flow Element
Triangular Char
Method
Manning's Forrr
Solve For
Channel Depth
Input Data
Mannings Coeffic
0.030
Slope 005000 ft/ft
Left Side Slope
0.20 V : H
Right Side Slope
0.20 V : H
Discharge
7.82 cfs
Results
Depth
0.88 ft
Flow Area
3.9 ft2
Wetted Perim(
9.01 ft r
Top Width
8.83 ft
Critical Depth
0.69 ft
Critical Slope
0.019230 ft/ft
Velocity
2.00 ft/s
Velocity Head
0.06 ft
Specific Energy
0.95 ft
Froude Numb,
0.53
Flow Type
3ubcritical
Project Engineer: Julie Tuten
c:lhaestadlfmw\carolinapl.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
01/22/04 02:17:55 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 08708 USA [phone] Page 6 of 21

Project Summary Report
:a
Project Description
Worksheet
SWALE 15
Flow Element
Triangular Char
Method
Manning's Forrr
Solve For
Channel Depth
Input Data
Mannings Coeffic
0.030
Slope 005000 ft/ft
Left Side Slope
0.20 V : H
Right Side Slope
0.20 V : H
Discharge
4.17 cis
Results
Depth
0.70 ft
Flow Area
2.4 ft'
Wetted Perimi
7.12 ft
Top Width
6.98 ft
Critical Depth
0.53 ft
Critical Slope 0.020912 ft/ft
Velocity
1.71 ft/s
Velocity Head
0.05 ft
Specific Enerc
0.74 ft
Froude Numb.
0.51
Flow Type 3ubcritical
Project Engineer: Julie Tuten
c:\haestad\fmw\carolinapl.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
01 /22/04 02:17:55 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 7 of 21

Project Summary Report
Project Description
Worksheet
SWALE 16
Flow Element
Triangular Char
Method
Manning's Forrr
Solve For
Channel Depth
Input Data
Mannings Coeffic
0.030
Slope
005000 ft/ft
Left Side Slope
0,20 V : H
Right Side Slope
0.20 V : H
Discharge
3.51 cfs
Results
Depth
0.65 ft
Flow Area
2.1 ftZ
Wetted Perimi
6.67 ft
Top Width
6.54 ft
Critical Depth
0.50 ft
Critical Slope
0.021398 Wit
Velocity
1.64 ft/s
Velocity Head
0.04 ft
Specific Enerc
0.70 ft
Froude Numb.
0.51
Flow Type
3ubcritical
Project Engineer: Julie Tuten
c:\haestad\fmw\carolinapl.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
01 /22/04 02:17:55 PM Q Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 8 of 21

.a
Project Summary Report
Project Description
Worksheet
SWALE 17
Flow Element
Triangular Char
Method
Manning's Forrr
Solve For
Channel Depth
Input Data
Mannings Coeffic •
0.030
Slope 005000 ft/ft
Left Side Slope
0.20 V : H
Right Side Slope
0.20 V : H
Discharge
5.34 cfs
Results
Depth
0.77 ft
Flow Area
2.9 ft2
Wetted Perimi
7.81 ft
Tap Width
7.66 ft
Critical Depth
0.59 ft
Critical Slope 0.020234 ft/ft
Velocity
1.82 ft/s
Velocity Head
0.05 ft
Specific Enerc
0.82 ft
Froude Numb,
0.52
Flow Type 3ubcritical
Project Engineer: Julie Tuten
c:\haestad\fmw\carnlinapl.fm2 Stroud Engineering Company FlowMasterv6.0 [614b]
01/22/04 02:17:55 PM ®Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 9 of 21

Project Summary Report
!.A
Project Description
Worksheet
SWALE 18
Flow Element
Triangular Char
Method
Manning's Fora
Solve For
Channel Depth
Input Data
Mannings Coeffic
0.030
Slope 005000 ft/ft
Left Side Slope
0.20 V : H
Right Side Slope
0.20 V : H
Discharge
5.56 cfs
Results
Depth
0.78 ft
Flow Area
3.0 ft'
Wetted Perimi
7.93 ft
Top Width
7.77 ft
Critical Depth
0.60 ft
Critical Slope 0.020125
ft/ft
Velocity
1.84 f /s
Velocity Head
0.05 ft
Specific Eneq
0.83 ft
Froude Numb,
0.52
Flow Type 3ubcritical
Project Engineer: Julie Tuten
c:\haestad\fmw\carolinapl.fm2 Stroud Engineering Company FlowMaster v6.0 (614b)
01/22/04 02:17:55 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 10 of 21

Project Summary Report
.a
Project Description
Worksheet
SWALE 19
Flow Element
Triangular Char
Method
Manning's Forrr
Schre For
Channel Depth
Input Data
Mannings Coeffic
0.030
Slope 005000 ft/ft
Left Side Slope
0.20 V : H
Right Side Slope
0.20 V : H
Discharge
3.66 cfs
Results
Depth
0.66 ft
Flow Area
2.2 ft2
Wetted Perimi
6.78 ft
Top Width
6.64 ft
Critical Depth
0.51 ft
Critical Slope 0.021279
ft/ft
Velocity
1.66 ft/s
Velocity Head
0.04 ft
Specific Eneq
0.71 ft
Froude Numb,
0.51
Flow Type 3ubcritical
Project Engineer: Julie Tuten
c:\haestad\fmw\carolinapl.fm2 Stroud Engineering Company FlowMaster v6.0 [614bj
01/22/04 02:17:55 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 11 of 21

Project Summary Report
.6
Project Description
Worksheet
SWALE 20
Flow Element
Triangular Char
Method
Manning's Forrr
Soive For
Channel Depth
Input Data
Mannings Coeffic
0.030
Slope 005000
ft/ft
Left Side Slope
0.20 V : H
Right Side Slope
0.20 V : H
Discharge
6.02 cis
Results
Depth
0.80 ft
Flow Area
3.2 ft2
Wetted Perimi
8.17 ft
Top Width
8.01 ft
Critical Depth
0.62 ft
Critical Slope 0.019913
ft/ft
Velocity
1.88 ft/s
Velocity Head
0.05 ft
Specific Eneq
0.86 ft
Froude Numb.
0.52
Flow Type 3ubcritical
Project Engineer: Julie Tuten
c:\haestad\fmw\carolinapl.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
01/22/04 02:17:55 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 13 of 21

Project Summary Report
a
Project Description
Worksheet
SWALE 21
Flow Element
Triangular Char
Method
Manning's Forrr
Solve For
Channel Depth
Input Data
Mannings Coeffic
0.030
Slope 005000
ft/ft
Left Side Slope
0.20 V : H
Right Side Slope
0.20 V : H
Discharge
10.12 cfs
Results
Depth
0.97 ft
Flow Area
4.7 ft2
Wetted Perimi
9.92 ft
Top Width
9.73 ft
Critical Depth
0.76 ft
Critical Slope 0.018581
ft/ft
Velocity
2.14 ft/s
Velocity Head
0.07 ft
Specific Enerc
1.04 ft
Froude Numb,
0.54
Flow Type 3ubcdtical
Project Engineer. Julie Tuten
c:\haestad\fmw\carolinapl.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
01/22/04 02:17:55 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 14 of 21

PROJECT: CAROLINA PLACE
PROJECT #: PW413
DATE: 1 /22/04
REVISED
ENERGY DISSIPATER SIZING
APRON AT FES 2
OUTFALL PIPE DIAMETER = 18" = 1.5'
FROM 10 YR PIPE DESIGN SHEET, VELOCITY = 4.79 FPS
ZONE 1 CLASS A APRON MATERIAL
LENGTH = 4 X DIAMETER = 4 X 1.5' = 6.0'
WIDTH = 3 X DIAMETER = 3 X 1.5' = 4.5'
OUTFALL APRON TO BE 4.5' WIDE X 6.0' LONG X 12" THICK
APRON AT FES 4
OUTFALL PIPE DIAMETER = 24" = 2.0'
FROM 10 YR PIPE DESIGN SHEET, VELOCITY = 3.94 FPS
ZONE 2 CLASS B APRON MATERIAL
LENGTH = 6 X DIAMETER = 4 X 2.0' = 8'
WIDTH = 3 X DIAMETER = 3 X 2' = 6'
OUTFALL APRON TO BE 6' WIDE X 8' LONG X 12" THICK
APRON AT FES 5
OUTFALL PIPE DIAMETER = 18" = 1.5'
FROM 10 YR PIPE DESIGN SHEET, VELOCITY = 3.99 FPS
ZONE 1 CLASS A APRON MATERIAL
LENGTH = 4 X DIAMETER = 4 X 1.5' = 6.0'
WIDTH = 3 X DIAMETER = 3 X 1.5'= 4.5'
OUTFALL APRON TO BE 4.5' WIDE X 6.0' LONG X 12" THICK
APRON AT FES 6
OUTFALL PIPE DIAMETER 18" = 1.5'
FROM 10 YR PIPE DESIGN SHEET, VELOCITY = 3.25 FPS
ZONE 1 CLASS A APRON MATERIAL
LENGTH = 4 X DIAMETER = 4 X 1.5' = 6.0'
WIDTH = 3 X DIAMETER = 3 X 1.5'= 4.5'
OUTFALL APRON TO BE 4.5' WIDE X 6.0' LONG X 12" THICK
APRON AT FES 7
OUTFALL PIPE DIAMETER = 24" =2.0'
FROM 10 YR PIPE DESIGN SHEET, VELOCITY = 3.94 FPS
ZONE 2 CLASS B APRON MATERIAL
LENGTH = 6 X DIAMETER = 4 X 2.0' = 8'
WIDTH = 3 X DIAMETER = 3 X 2'= 6'
OUTFALL APRON TO BE 6' WIDE X V LONG X 12" THICK

APRON AT FES 8
OUTFALL PIPE DIAMETER = 24" =2.0'
FROM 10 YR PIPE DESIGN SHEET, VELOCITY = 3.94 FPS
ZONE 2 CLASS B APRON MATERIAL
LENGTH = 6 X DIAMETER = 4 X 2.0' = 8'
WIDTH = 3 X DIAMETER = 3 X 2'= 6'
OUTFALL APRON TO BE 6' WIDE X 8' LONG X 12" THICK
APRON AT FES 11
OUTFALL PIPE DIAMETER = 18" = 1.5'
FROM 10 YR PIPE DESIGN SHEET, VELOCITY = 3.41 FPS
ZONE 1 CLASS A APRON MATERIAL
LENGTH = 4 X DIAMETER = 4 X 1.5' = 6.0'
WIDTH = 3 X DIAMETER = 3 X 1.5'= 4.5'
OUTFALL APRON TO BE 4.5' WIDE X 6.0' LONG X 12" THICK
APRON AT FES 12
OUTFALL PIPE DIAMETER = 24" =2.0'
FROM 10 YR PIPE DESIGN SHEET, VELOCITY = 3.94 FPS
ZONE 2 CLASS B APRON MATERIAL
LENGTH = 6 X DIAMETER = 4 X 2.0' = 8'
WIDTH = 3 X DIAMETER = 3 X 2' = 6'
OUTFALL APRON TO BE 6' WIDE X 8' LONG X 12" THICK
APRON AT FES 14
OUTFALL PIPE DIAMETER = 15" =1.25'
FROM 10 YR PIPE DESIGN SHEET, VELOCITY = 3.53 FPS
ZONE 1 CLASS A APRON MATERIAL
LENGTH = 4 X DIAMETER = 4 X 1.25' = 5'
WIDTH = 3 X DIAMETER = 3 X 1.25' = 3.75'
OUTFALL APRON TO BE 3.75' WIDE X 5' LONG X 12" THICK
APRON AT FES 15
OUTFALL PIPE DIAMETER = 18" =1.5'
FROM 10 YR PIPE DESIGN SHEET, VELOCITY =4.20 FPS
ZONE 1 CLASS A APRON MATERIAL
LENGTH = 4 X DIAMETER = 4 X 1.5' = 6.0'
WIDTH = 3 X DIAMETER = 3 X 1.5'= 4.5'
OUTFALL APRON TO BE 4.5' WIDE X 6.0' LONG X 12" THICK
APRON AT FES 17
OUTFALL PIPE DIAMETER = 18" =1.5' -
FROM 10 YR PIPE DESIGN SHEET, VELOCITY = 3.25 FPS
ZONE 1 CLASS A APRON MATERIAL
LENGTH = 4 X DIAMETER = 4 X 1.5' = 6.0'
WIDTH = 3 X DIAMETER = 3 X 1.5' = 4.5'
OUTFALL APRON TO BE 4.5' WIDE X 6.0' LONG X 12" THICK

APRON AT FES 18
OUTFALL PIPE DIAMETER = 15" =1.25'
FROM 10 YR PIPE DESIGN SHEET, VELOCITY = 2.88 FPS
ZONE 1 CLASS A APRON MATERIAL
LENGTH = 4 X DIAMETER = 4 X 1.25' = 5'
WIDTH = 3 X DIAMETER-" 3X1.25'=3.76
OUTFALL APRON TO BE 3.75' WIDE X 5' LONG X 12" THICK
APRON AT FES 19
OUTFALL PIPE DIAMETER = 15" =1.25'
FROM 10 YR PIPE DESIGN SHEET, VELOCITY = 2.88 FPS
ZONE 1 CLASS A APRON MATERIAL
LENGTH = 4 X DIAMETER = 4 X 1.25' = 5'
WIDTH = 3 X DIAMETER = 3 X 1.25' = 3.75'
OUTFALL APRON TO BE 3.75' WIDE X 5' LONG X 12" THICK
APRON AT FES 20
OUTFALL PIPE DIAMETER = 24" =2.0' `
FROM 10 YR PIPE DESIGN SHEET, VELOCITY = 3.94 FPS
ZONE 2 CLASS B APRON MATERIAL
LENGTH = 6 X DIAMETER = 4 X 2.0' = 8'
WIDTH =3X DIAMETER = 3 X 2'= 6''
OUTFALL APRON TO BE 6' WIDE X 8' LONG X 12" THICK
APRON AT FES 23
OUTFALL PIPE DIAMETER = 18" = 1.5'
FROM 10 YR PIPE DESIGN SHEET, VELOCITY = 4.20 FPS
ZONE 1 CLASS A APRON MATERIAL
LENGTH = 4 X DIAMETER = 4 X 1.5' = 6.0'
WIDTH = 3 X DIAMETFR = 3 X 1.5' = 4.5'
OUTFALL APRON TO BE 4.5' WIDE X 6.0' LONG X 12" THICK

LIMITED LIABILITY COMPANY (LLC)
ANNUAL REPORT
NAME OFLUvIITEDLIABU=COMPANY-* Bill Clark Homes of Wilmington, LLC
STATE OF FORMATION: Nc
SECRETARY OF STATE LLC. ID NUMBER: 0364516
SOSID: 0364516
Date Filed: 3/14/200312:05:00 PM
Elaine F. Marshall
North Carolina Secretary of State
230730681
FISCAL YEAR ENDING: December 31, 2 0 03
MONTHMAY/YLAR
FEDERAL EMPLOYER ID NUMBER: 56 - 1913557
IF INS IS THE INITIAL ANNUAL REPORT FILING, YOU MUST COMPLEIE THE ENTIRE FORM. IF YOUR a
LLC'S INFORMATION HAS NOT CHANGED SINCE 118 PREVIOUS REPORT, PLEASE CHECK THE BOX
AND COMPLETE LINE 8
1. REGISTERED AGENT & REGISTERED OFFICE MAILING ADDRESS:
Clark, William H.; 200 E. Arlington Blvd.; Greenville, NC 27858
2. STREET ADDRESS AND COUNTY OF REGISTERED OFFICE:
200 E Arlington B1vd.;Ste. R; Greenville, NC 27858 County: PITT
3. IF THE REGISTERED AGENT CHANGED, SIGNATURE OF THE NEW AGENT
ATURE CONSTnUTE3 CONSENT TO T.WAPPOIlO1TA�tiA
4. ENTER PRINCIPAL OFFICE ADDRESS HERE: ADDRESS- 1430 Commonwealth Dr.
CITY- Wilmington ST NC ZIP• 28403
S. ENTER PRINCIPAL OFFICE TELEPHONE NUMBER HERE: 910 - 2 56 - 0 8 8 5
PLEASE INCLUDE AREA CODE
6 ENTER NAME, TITLE, AND BUSINESS ADDRESS OF MANAGER(S) OR IF TTB; LLC HAS NEVER HAD MEMBERS, ITS ORGANIZERS:
NAMB- Wm. H. Clark ADDRESS- 200 E. Arlington Blvd. Ste. R
TITLE- Member CITY Greenville . ST. NC Zip. 27858
Nam- Lance L. Clark ADDRESS- 200 E. Arlington Blvd. Ste R
TITLE- Member CITY Greenville ST-NC Zip. 27858
NAME- Edward Heath Clark ADDRESS- 200 E. Arlington Blvd.; Ste R
TTIT.E- Member CITY. Greenville ST NC ZIP-27858
7. BRIEFLY DESCRIBE THE NATURE OF BUSINESS:
Residential Construction
L '1'IIrICATI F ANNUAL REPORT MUST BE COMPLETED BY ALL LIIYIITED LIABUITy COMPANIES.
,? - to 03
FORNt Wt A OF ITIE LLC, DATE
Jimmy Humphrey Controller
TYPE OR MNT NAME TYPE OR PRWr�—
ANNUAL REPORT FEZ: $200.00 MAIL TO: soaetuy of state • Corporatiame Division • Poet OIBoe Box 29525 • lWcsglt, NC 27626.0325

Bill Clark Homes of Wilmington LLC
Secretary of State 113.0364516
Federal Employer ID Number 56-1913557
Continuation of Managers/Members:
Name: William H. Clark Jr.
Address: 200 E. Arlington Blvd.: Ste. R
Address: Greenville, NC 27858
Name: Jimmy Humphrey
Address: 200 E. Arlington Blvd.: Ste. R
Address: Greenville, NC 27858
Name: John R. Conner
Address: 1430 Commonwealth Drive
Address: Wilmington, NC 28403
Name: Sonya Culler
Address: 1430 Commonwealth Drive
Address: Wilmington, NC 28403
Fiscal Year Ending December 31, 2003
Title: Member
Title: Manager
Title: Manager
Title: Manager

_ .. 1V. JJ a 1.1 -1- —V VVVV
- o e
Form DCM-MP 3
ri-N a �,
II.� 7;
IVI'S°o�/J 1, �� fin'
MA Y 0 8 19
DE--
. �, DlVisli, JF
COASTAL MAN�IAGElviENT
P
(Construction and/or land disturbing activities) �' j'
Attach this form to Joint Appl`ucation for CAMA Major
Permit, Form DCM-MP-I. $e sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buitinps, facilities, units or
structures proposed : Y•e s,�.�sce F.�,+.,ey
b. Number of lots or parcels Yp
c. Density (give the number if residential units and the
units per acre) ,3. x uri IS /y E
O 6 .
d. Size of area to be graded, Clod or disturbed
including roads, ditches, etc. 3 0 ,)4 gFS
e. If the proposed project wi'ii disturb more than one
acre of Iand, the Division;of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If. applicable, has a sedimentation and erosion
control plan been 5y bmittea to the Division of Land
Resources? • r Yes No
If yes, date submitted
f. List the materials (such 3 as marl, paver stone,
asphalt, or concrete) to be'used for paved surfaces.
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-tlpon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking.
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Teas a site development plats been submitted to the
Division of Environmental Management for review?
%Yes � No /
If yes, date submitted —�-; .19 / 7 7
i. Describe proposed method of sewage disposal.
QM 1 k! '7CrA-7y4rvT
j. Have the facilities described in Item i. above
.received state or local approval?
(Affach appropriate dac-umentadc n)
k. Describe location and the ofproposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial diluent,
"wash down" and residential discharges).
I. Describe proposed drinking water supply source
(e.g. weIl, community, public system, etc.)
v w.0 GeorrY Pcdc/ice .,-.
in. Will water be impounded? —iL Yes No
If yes, how many acres?-, tit, o *cerc
n. If the project is a oceanfront developmen when
was the lot(S) platted and recorded?
7 R�E.1S�►,�s� �i�2��1�21 Lz C .
App6caat -or Frvjeet Name
sigaatum
yz
Date
Revised 03/93

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rn-a-:--,.- -.Light-.
*L
oundaries are approximate and are e� �� SITE
t meant to be absolute.
Source: North Carolina Atlas & Gazetteer. Pg .2003 SCALE 1" = 1 Mile
Rob Balland Land Management Group,1
Carolina Place S/D Oak Island Environmental Consultants nC. Figure 1
Brunswick County, NC 9
02-05-526 Wilmington, N.C. Vicinity Map
October 2005
r
BIKE
3 211 1 ' e�
SITE
1 Ra
A i
]]yam$ #
fL ' - - • / {-yam '
•� - - 87
IFNI
Brun$ wick
County Airport m $ !
f ,+
WATERWAY B�
j L
_T:l� rt
133
' Il7'H,
Long Beach r k
Ocean Crest f
� 1
Beach

I "Boundaries are approximate and are♦o w "w� SITE
not meant to be absolute.
Map Source: Southport Quadrangle 7.5 minute (topographic) 1990. SCALE 1" = 800'
Rob Balland Land Management Group, Inc.
Carolina Place SID, Oak Island Environmental consultants p Figure 2
Brunswick County, NC
02-05-526 Wilmington, N.C. USGS Topgraphic Map
October 2005

Mu
KrB
Lo
Mu
Lo
YaB
Fo
BO
~� FoPaA MU
~ ,
'Sounaanes are approximate and are
not meant o be absolute.
Map Source: NRCS Soils Map.
Rob Balland Land Management Group, Inc.
Carolina Place S/D, Oak Island g A
Brunswick County, NC Environmental Consultants
02-05-526 Wilmington, N.C.
October 2005
SCALE 1" = 600'
Figure 3
Soils Map

SiTZ
".-ounaarkes are aDgrcximate ana are
Map Source: 1998 NAPP aerial photography SCALE 1" = 600'
Rob Balland Land Management Group, Inc.
Carolina Place S/D, Oak Island Figure 4
Environmental Consultants g
Brunswick County, NC Wilmington, N.C. Aerial Photograph
02-05-526
October 2005

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EFFECTIY
ARTICLES OF ORGANIZATION RUPUS WQMIST
OF SECRETARY OF STATE
NORTH CAROLINA
BILL CLARK CONSTRUCTION COMPANY, LLC WILMINGTON, NC
We, the undersigned, hereby do make and acknowledge these
Articles of Organization for the purpose of forming a limited
liability company under and by virtue of the laws of the State of
North Carolina, as contained in Chapter 57C of the General Statutes
of North Carolina, entitled "North Carolina Limited Liability
Company Act," and to that end hereby do set forth:
1. The name of the limited liability company is "BILL
CLARK CONSTRUCTION COMPANY, LLC WILMINGTON, NC."
2. The limited liability company shall dissolve no
later than January 1, 2025, unless the members unanimously shall
extend the term prior to the dissolution date.
3. The name and address of each person executing these
Articles are:
Name
William H. Clark
William H. Clark, Jr.
Edward H. Clark
Gloria E. Clark, as
Custodian for Lance
Lyle Clark Under -the
North Carolina Uniform
Transfers to Minors Act
Address
200 Arlington Boulevard
Suite R
Greenville, NC 27834
200 Arlington Boulevard
Suite R
Greenville, NC 27834
200 Arlington Boulevard
Suite R
Greenville, NC 27834
200 Arlington Boulevard
Suite R
Greenville, NC 27834
4. The street and mailing address of the initial
registered office of the limited liability company is 200 Arlington
Boulevard, Suits R, Greenville, Pitt County, North Carolina 27834;
and the name of the initial registered agent of the limited
liability company at such address is William H. Clark.

5. Except as provided in N.C.G.S. 5 57C-3-20(a),
members of the limited liability company shall not be managers of
the limited liability company by virtue of their status as members.
6. These Articles of Organization shall be effective
upon the filing of same by the North Carolina Secretary of State.
IN TESTIMONY WHEREOF, the undersigned have executed or
caused this instrument properly to be executed in their respective
names, this the 22nd day of December, A.,W.--M94.
William H: Mtfrk, Jr., Organizer
ward H. Clark, Organ er
Lyle Clark Under the forth Carolina
Uniform Transfers to Minors Act,
Organizer
Prepared by and return to:
J. Troy Smith, Jr.
For the firm of
Ward and Smith, P.A.
Post Office Box 8088
Greenville, North Carolina 27835-8088
Telephone: [phone]
94W383(A)
WMMU/ 129281.