SW8040129_Historical File_20060202

O� WATF Michael F. Easley, Governor
�01 QG William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
February 2, 2006
Mr. Edward H. Clark, Manager
Bill Clark Homes of Wilmington, LLC
430 Eastwood Road
Wilmington, NC 28405
Subject: Stormwater Permit No. SW8 040129 Modification
Seaspray Cove at Carolina Place
High Density Subdivision Project
Brunswick County
Dear Mr. Clark:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for
Seaspray Cove @Carolina Place (Phase II & III) on February 1, 2006. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 040129
Modification, dated January 4, 2006, for the construction of the subject project.
This permit modifies Permit No. SW8 040129, issued June 13, 2005 as follows: (a) modifies Drainage
Areas 1A, 4B, 5, 6, 7A, 713 and 8, including their built upon area (BUA); (b) modifies the design of
Infiltration Basins 5, 6, 7A, 713, and 8; (c) adds a bypass for Infiltration Basin 8; (d) allocates 54 lots at
4,000 sq ft BUA each and 25 lots at 3,300 sq ft BUA each for Phases II and III; and (e) changes the
"Owner/Signing Official" from Ms. Sonya A. Culler, Manager, to Mr. Edward H. Clark, Manager.
This permit shall be effective from the date of issuance until February 2, 2016, 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 Paul
Bartlett, or me at [phone].
Sincere"
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/ptb: S:1WQS1STORMWATER\PERMIT-1040129MOD.feb06
cc: Rob Balland, WK Dickson & Co., Inc.
Delaney Aycock, Brunswick County Building Inspections
Jeff Phillips, Brunswick County Engineering
Paul T. Bartlett, P.E.
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 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us One
CaT011na
An Equal Opportunity/Affirmative Action Employer- 50% Recycledl10% Post Consumer Paper tlm,711Y

State Stormwater Management Systems
Permit No. SW8 040129 Modification
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
Edward H. Clark & 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') 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 modifies Permit No. SW8 040129, issued June 13, 2005 as follows: (a) modifies
Drainage Areas 1A, 413, 5, 6, 7A, 7B and 8, including their built upon area (BUA); (b) modifies
the design of Infiltration Basins 5, 6, 7A,. 7B, and 8; (c) adds a bypass for Infiltration Basin 8;
(d) allocates 54 lots at 4,000 sq ft BUA each and 25 lots at 3,300 sq ft BUA each for Phases II
and III; and (e) changes the "Owner/Signing Official" from Ms. Sonya A. Culler, Manager, to
Mr. Edward H. Clark, Manager.
This permit shall be effective from the date of issuance until February 2, 2016 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 (Phase 1), 54 single family lots each
allowed 4,000 ft2 of built -upon area, 25 lots each allowed 3,300 ft2 of built -upon area,
and ten (10) multi -family buildings (Phase 1) with a total BUA of 150,241 ft2.
3. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
Pane 2 of 9

State Stormwater Management Systems
Permit No. SW8 040129 Modification
4. Basin #2A must be operated with a 50' vegetated filter, and Basin #8 must be operated
with a bypass. 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.
6. The following design elements have been permitted for the infiltration basins, and must
be provided in the system at all times:
1A*
1B
2A
213
3A
313
4A
413
Drainage Area, ac.
4.2
2.04
3.6
3.05
3.67
5.0
3.91
3.59
Total BUA, ft
59,892
88,862
80,986
59,344
40,976
74,587
51,684
59,064
Lots /Buildin s
29,700
16,000
47,935
41,600
30,400
47,935
38,400
40,000
Roads
14,346
5,768
28,236
17,744
10,576
21,837
13,284
19,064
Offsite
15,846
0
0
0
0
0
0
0
Sidewalk
0
0
4,815
0
0
4,815
0
0
Basin Depth, ft
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
23
29
30
30
30
30
32
32
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
Yaupon
Yaupon
Kureb
Kureb
Kureb
Kureb
Kureb
Kureb
Infiltration Rate, in/hr_J
4.6
4.6
1 6.1
6.1
1.6.1
6.1
6.1
6.1
Drawdown Time,.hrs.
6
5
1 3
12
6
9
8
1 7
5
6
7A
713
8
Drainage Area, acres
3.66
4.64
2.13
4.52
3.23
Total BUA, W
49,918
89,612
28,898
76,285
59,351
Lots /Buildin s
36,000
62,000
20,000
58,000
49,500
Roads
13,918
27,612
8,898
18,285
9,851
Sidewalk
0
0
0
0
0
Basin Depth, ft
1.92
3.25
1.75
1.75
4.0
Design Storm
4.5"
4.5"
4.5"
4.5"
3.0"
Bottom Elevation,
FMSL
33.83
34.25
33
33
22
Bottom Surface
Area, ft2
11,469
7,166
7,705
16,185
2,413
Provided Storage
Volume, ft3
30,237
35,737
16,055
31,366
15,429
Storage Elevation
FMSL
35.75
37.5
34.75
34.75
26.0
Soil Type
Newhan
Newhan
Newhan
Newhan
Newhan
Infiltration Rate, in/hr
9.4
6.1
6.4
6.4
6.1
Drawdown Time, hrs
2
5.1
2.4
2.2
9.2
*There is an offsite drainage area, per the application, for only Basin #1A.
Dnnc I .,i 0

State Stormwater Management Systems
Permit No. SW8 040129 Modification
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".
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 of 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.
Dnncdnf0

State Stormwater Management Systems
Permit No. SW8 040129 Modification
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 Modification, 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.
The maximum built -upon area per lot for lots 1-122 (Phase 1) is 3,200 square
feet. The maximum built -upon area per lot for lots 22-27, 50-61, and 87-122 is
4,000 square feet. The maximum built -upon area per lot for lots 62-86 is 3,300
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.
CZ _f O

State Stormwater Management Systems
Permit No. SW8 040129 Modification
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
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.
0--- P -f O

State Stormwater Management Systems
Permit No. SW8 040129 Modification
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 2nd day of February 2006.
NORTH C LINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Pnr,c7nfQ

State Stormwater Management Systems
Permit No. SW8 040129 Modification
Seaspray Cove @Carolina Place Page 1 of 2
Stormwater Permit No. SW8 040129 Modification
Brunswick County
Designer's Certification
as a duly registered in the State
of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent of
the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
SEAL
Signature
Registration Number
Date

State Stormwater Management Systems
Permit No. SW8 040129 Modification
Certification Requirements:
Page 2 of 2
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of
built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet/bypass structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
.10. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
.11. The permitted amounts of surface area and/or volume have been provided.
.12. Required bypass devices are correctly sized per the approved plans.
13. All required design depths are provided.
.14. All required parts of the system are provided, such as a flow spreader
mechanism, bypass structure and a vegetated filter.
15. The required dimensions of the system are provided, per the approved plan.
cc: NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Jeff Phillips, Brunswick County Engineering
0 of n

State Stormwater Management Systems
Permit No. SW8 040129 Modification
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
Edward H. Clark & 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") 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 modifies Permit No. SW8 040129, issued June 13, 2005 as follows: (a) modifies
Drainage Areas 1A, 413, 5, 6, 7A, 7B and 8, including their built upon area (BUA); (b) modifies
the design of Infiltration Basins 5, 6, 7A, 7B, and 8; (c) adds a bypass for Infiltration Basin 8;
(d) allocates 54 lots at 4,000 sq ft BUA each and 25 lots at 3,300 sq ft BUA each for Phases II
and III; and (e) changes the "Owner/Signing Official" from Ms. Sonya A. Culler, Manager, to
Mr. Edward H. Clark, Manager.
This permit shall be effective from the date of issuance until February 2, 2016 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 (Phase 1), 54 single family lots each
allowed 4,000 ft2 of built -upon area, 25 lots each allowed 3,300 ft2 of built -upon area,
and ten (10) multi -family buildings (Phase 1) with a total BUA of 150,241 ft2.
3. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
Pono 7 of 0

OFFICE USE ONLY
Date Reeceiivve,d,✓
Fee Paid
Permit
/
sNumber
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):
i3Ilt CIA& s oP LJ'1 ivnL"A1VAJ . u.0
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Ed w" C.L.ar k ', M&Arr
3. Mailing Address for person listed
� initem 2 above:
910 EA64 WOO CI K oe-
City:_ tj ► I M I n f DnJ
Telephone Number: ( q 1 U " 1,7q Y
State: AJC. Zip: Z 8 YOS
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
AJ6,r4-&% 4A.rv►ofmo Drive,
City:
6. Directions to project (from nearest major intersection):
County: 1�, run Sw i c-k
YL7v11in1, iwt�ef S//et �on� of NG 21% INC-r II133 SDcJ+� ON MC 193
Lcr T a" Ala f`f'�1 A/ -o SeaWft Cb •r OM (zR.
I If
7. Latitude: $5- 32 Longitude: —+80 03( 11rr of project
8. Contact person who can answer questions about the project:
Name: LTelephone Number: ( oil ) 162—LiZ00
II. PERMIT INFORMATION:
1. Specify whether project is (check one): New Renewal Modification
Form SWU-101 Version 3.99 Page 1 of

2. If this application is being submitted as the result of a renewal or modification to an existing per it, list the
existing permit number S W $ 0 4 O I Z °1 and its issue date (if known) (a 1131 Z005
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.
s4yr h uuA4tf toR ) l Im— 44 d u5%j N T ► i 1- 4i o N 10 &5 i NS .
2. Stormwater runoff from this project drains to the Cap& F-P-4or River basin.
3. Total Project Area: B $ acres 4. Project Built Upon Area(_"';%
5. How many drainage areas does the project have?�_ `'� D7
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area-2o- T"Et
Receiving Stream Name
Dulrc µ All C" 641- CA Mi
UGITG +9041 CIPEEW QWA- L
Receiving Stream Class
eJAr
5
Drainage Area
r. 3`j " (Fµ.l)
A{ CPH.
Existing Impervious* Area
is, s4io S F C PI+.1
Proposed Impervious*Area
44.01fle S F CPI�.g #,�
D!e SF
% Impervious* Area (total)
'/.
0317,13
Impervious* Surface Area
Drainage Area 1
Drainage Area, 2
On -site Buildings
VI 'j0b
% 00 5F N.s 40
On -site Streets
I Lt?�t�(s eP 4
Iq 0 SF 04.9iVT?
On -site Parking
On -site Sidewalks
Other on -site
Off -site
�� ` PfF•��
Total: Sq 5E
Total: 571 044-4w-
* 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
lu—)

2. If this application is being submitted as the result of a renewal or modification to an existing perrruit, list the
existing permit number 5 W $ 04 01 Z 9 and its issue date (if known) / ZW5-
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.
5+0r,rn W a4tr t4.� ] I I� us; - i N f ► l 4ra�to N b&s i•'osto
.
2. Stormwater runoff from this project drains to the Cap& F,--/aT River basin.
3. Total Project Area: S0.68 acres
4. Project Built Upon Area:_%
5. How many drainage areas does the project have? 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,4-57
Drainage Area(
Receiving Stream Name
60MA4 E CA-N(AL.
T"fAA*t C ESE GAtIPA,
Receiving Stream Class
CA
434e
Drainage Area
* - to(oAIC,
Existing Impervious* Area
D
O
Proposed Impervious*Area
Q Iig S�
(� j L s
% Impervious* Area (total)
, 3 ' ,Ck
Impeii_ous'
wSurface Area
Drainage Area I
Drainage Area 2
G ob0 -
On -site Buildings
(o .�
On -site Streets
411 % 5P
61 Z S 1:
On -site Parking
On -site Sidewalks
Other on -site
Off -site
Total: 44R l lb S
Total: (01 Z Lj
* 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 per it, list the
existing permit number 5 W S 0 4 O I Z 9 and its issue date (if known) !zoos -
Specify
the type of project (check one):
Low Density High Density Redevelop _General Permit ...-Other
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 storm -water management for the project.
siyeyort uy At4- 1 1 1m- `�-f�' uw- s i 1 � W f* I W Ad N b&S i ivy
2. Stormwater runoff from this project drains to the C. p F-c-a r River basin.
3. Total Project Area: 30 .188 acres
5. How many drainage areas does the project have?6
4. Project Built Upon Area: 36.3 %
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 Area4^ f1,.A_
Drainage Area4
Receiving Stream Name
tilt -CRKAW G"Ptli
Receiving Stream Class
pr
SA_
Drainage Area
, (3 Are,
52- A<'
Existing Impervious* Area
Q
Q
Proposed Impervious*Area
ZSgs e
?b 174 -F._
% Impervious* Area (total)
, 15 Y.
3 .1 + ' .
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
'ZO d00 e1 ^
000 S F
On -site Streets
001 $ SP
Ov Vb5 5r"
On -site Parking
On -site Sidewalks
Other on -site
Off -site
Total: 0 t�
Total: (� ZQjC 5
* 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

2. If this application is being submitted as the result of a renewal or modification to an existing per it, list the
existing permit number 5 W Pi 04 O 1 Z 9 and its issue date (if known) ! ZOOS
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.
s+cx-,nr►.�ua�cr Wr 1 102-fiP.�A toy u�% �jN �rA-��aN bA-Si�v5 .
2. Stormwater runoff from this project drains to the GAIN River basin.
3. Total Project Area: 30.68 acres 4. Project Built Upon Area:
5. How many drainage areas does the project have? (a
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+
Drainage Area 2
Receiving Stream Name.
Receiving Stream Class
Si_
Drainage Area
3• ?,
Existing Impervious* Area
b
Proposed Impervious*Area
2-161
% Impervious* Area (total).
IS '
Impervious' Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
I 500 6P
On -site Streets
Gt $5 5
On -site Parking
On -site Sidewalks
Other on -site
Off -site
Total: 051 3S I SE
Total:
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidevvalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of

7. How was the off -site impervious area listed above derived?
rrom
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than 5cf- 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

PHASES II & III
MAXIMUM LOT SQUARE FOOTAGE
The following lots shall be allocated 4,000sf maximum impervious surface:
Lots 22-27, 50-61 and 87-122.
The following lots shall be allocated 3,300sf maximum impervious surface:
Lots 62-86

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.
tials
■ 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 *129 (payable to NCDENR) 4t000°S
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including: �(3
- 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 calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
Tf you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Tnb W j[ D i ck SOA, 4 CO t
Mailing Address: 96!1MAc L l S4%
City:_ W ; J& ,"JgJpAJ State: MC Zip: Z6 4 G 1
Phone: ( 9 10 ) - (o Z - q 2 00
VIII. APPLICANT'S CERTIFICATION
Fax: ( 110 ) 'F(a Z - Y Z O (
I, (print or type name of person listed in General Information, item 2) Ec l uqv-rj (�_ C (Ar(c . 11.�l4L4yirr, ,
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 confor ante wi approved plans, that the required deed restrictions
and protective covenants will be recorded, an that the prop ed project complies with the requirements of 15A
Date: 12-
h2510
Fonn SWU-101 Version 3.99 Page 4 of 4

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
February 20, 2006 i rj
MEMORANDUM:
TO: Linda Lewis
and
Noelle Lutheran
Division of Water Quality
FROM: Doug Huggett, Major Permits Coordinator
SUBJECT: CAMA Permit Application Review
Applicant: Bill Clark Homes, LLC (Sea Spray Cove S/D),
Project Location: Sea Spray Cove S/D off of Hwy. 133, adjacent to Jump -and -Run Creek. near
Southport, in Brunswick Co.
Proposed Project:. Applicant proposes to construct a 6'x 96' walkway, a 6'x 24' walkway and a 6'x 10 '
walkway with three 1 Ox20 ft. decks at the waterward end of each wallcwav
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by March 16, 2006. If you have any questions regarding the proposed project. please contact Jim
Gregson at [phone], when appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
.o
SIGNED y ' DATE S-6-00 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal oppo, Lunity 1 Affirmative Action Empioyer— 50% Recycled 110% Post Consumer Paper

Re: Seasprily Cove Phase I Ponds
Subject: ,fie: Seaspray Cove Phase I Ponds
From. Patel Bartlett <[e-mail]>
Date: Thu, 02 Feb 2006 11:05:36 -0500
To: Rob Balland <[e-mail]>
CC: [e-mail], [e-mail], Ed Beck <[e-mail]>, Cameron
Weaver <[e-mail]>
Thanks Rob,
I will write the permit today.
Paul
Rob Balland wrote:
Paul:
As per our phone conversation on Monday this week, TGC Development (Contractor)
has committed to completing the rehab of ponds 2A and 2B by Friday February 17.
TGC is also the contractor for Seaspray Cove phases II & III. Ponds 2A and 2B have
no direct runoff from phases II & III. Ponds lA and 4B, each located in phase I
will accept runoff from phases II & III and have the required volume as per the
approved permit.
Should you need any additional information or have questions, do not hesitate to
call.
Regards,
Robert P Balland, PE, CECM
Project Manager - Wilmington
WK Dickson & Co., Inc.
909 Market Street
Wilmington, NC 28401
910-762-4200 (0)
910-762-4201 (F)
910-619-1186 (M)
[e-mail] <mailto:[e-mail]>
THE ELECTRONIC FILES PROVIDED BY W.K. DICKSON & CO., INC. (WKD) TO RECEIVING
PARTIES ARE FOR COORDINATION PURPOSES ONLY. THE RECEIVING PARTY AGREES NOT TO USE
THESE DRAWINGS AND DATA, IN WHOLE OR IN PART, FOR ANY PURPOSE OTHER THAN THE
REFERENCED PROJECT. THE ELECTRONIC MEDIA IS FURNISHED WITHOUT GUARANTEE OF
COMPATIBILITY WITH THE RECEIVING PARTY'S SOFTWARE OR HARDWARE, AND WKD'S SOLE
RESPONSIBILITY FOR THE ELECTRONIC MEDIA IS TO FURNISH A REPLACEMENT FOR DEFECTIVE
DISKS WITHIN THIRTY (30) DAYS AFTER DELIVERY TO THE RECEIVING PARTY. USE OF THESE
MATERIALS FOR MODIFICATION, EXTENSION OR EXPANSION OF THIS PROJECT OR ON ANY OTHER
PROJECT, UNLESS UNDER THE DIRECTION OF WKD SHALL BE WITHOUT LIABILITY TO WKD AND
WKD'S SUBCONSULTANTS. BECAUSE DATA STORED IN ELECTRONIC MEDIA FORM CAN BE ALTERED,
EITHER INTENTIONALLY OR UNINTENTIONALLY, BY TRANSCRIPTION, MACHINE ERROR,
ENVIRONMENTAL FACTORS, OR BY OPERATORS, IT IS AGREED THAT THE RECEIVING PARTY
SHALL INDEMNIFY, DEFEND, SAVE HARMLESS WKD, WKD'S SUBCONSULTANTS, AND THE OFFICERS
AND EMPLOYEES OF ANY OF THEM FROM AND AGAINST ANY AND ALL CLAIMS, LIABILITIES,
DAMAGES, LOSSES AND COSTS, INCLUDING, BUT NOT LIMITED TO COSTS OF DEFENSE, ARISING
OUT OF CHANGE OR MODIFICATIONS TO THE DATA IN ELECTRONIC MEDIA FORM IN THE
RECEIVING PARTY'S POSSESSION OR RELEASED TO OTHERS BY THE RECEIVING PARTY AND FOR
ANY USE OF THE ELECTRONIC MEDIA AND PRINTED HARD COPY DRAWINGS AND SPECIFICATIONS
OUTSIDE THE LICENSE GRANTED BY THIS PROVISION. SHOULD THE RECEIVING PARTY DISAGREE
WITH STATEMENTS CONTAINED HEREIN, PLEASE ADVISE US IN WRITING WITHIN TEN (10) DAYS
AFTER RECEIPT OF THE DATA OR THIS DISCLAIMER STANDS AS WRITTEN.
1 of 1 2/2,12006 11:05 AM

ft
I
Ir

MEMORANDUM
DIVISION OF WATER QUALITY
TO: Ed Beck
FROM: Pgul Bartlett
CC.: Cameron Weaver
DATE: 1 /27/06
SUBJECT: SW8 040129 Mod: Seaspray Cove @ Carolina Place
Attached is a letter from Robert Balland, WK Dickson to me dated January 19, 2006,
that was written in response to my Request for Additional Information (attached) for the
subject project, dated January 4, 2006. Currently 13 infiltration basins are permitted,
and I requested Designer Certifications for all constructed basins. Basins 2A and 2B do
not have adequate volume per the permit.
i am placing the Express application for the subject project on hold pending
documentation that all ponds comply with permitted conditions. Please advise whether
or not the application should be removed from the Express program.
Thank Y
ENB/ptb: S:\WPS\STORMWATER\MEMOS\040129Mod.janO6
Y l

Nah WK
DICKSON
community infrastructure consultants
January 19, 2006
Mr. Paul Bartlett, P.E.
Environmental Engineer
NCDENR — Water Quality Section — Stormwater
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
RE: Seaspray Cove a Carolina Place
SW8 040129
WKD Project Number 50214.00.WL
Dear Mr. Bartlett:
Thank you for the comments offered in your letter dated January 4, 2006, on the above referenced project.
We submit responses as follows:
Comment 1 Please provide the Designer's Certification for all completed infiltration basins.
Response: WK Dickson provided an as -built survey of all the Phase I ponds and has
determined that infiltration basins 2A and 20 DO NOT have adequate volume as
per the permit. We have forwarded this survey to the contractor for them to fix.
We are also forwarding a copy of the as -built survey to Stroud Engineering for
them to review and certify the Phase I ponds since they are the engineer of
record.
Comment 2 Please provide a list of final lot numbers for Phase 1 and note which ones have been
developed and their built -upon area. If Phase I site plans have changed from those
approved by this office (Permit SW8 040129, issued June 13, 2005), please provide
updated plans for Phase I, including current conditions.
Response: Stroud Engineering will provide an updated site plan with built -upon areas since
they are the engineers of record for Phase I.
Again, thank you for your assistance to this project. If you have any questions, please contact our office.
Sincerely,
W. K. Dickson & Co., Inc. JAN 19 2a06
_ AMP
Robert P. Balland, P.E.
Enclosure
909 Market Street
Wilmington, NC 28401
Tel. [phone]
Fax [phone]
www.wkdickson.com
North Carolina . South Carolina . Georgia • Florida

* * * COMMUNICATION RESULT REPORT C JAN. 4.2006
FILE MODE OPTION
---------------------------
939 MEMORY T
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
ADDRESS (GROUP)
97624201
P. 1
6:29PM )
TTI NCDENR WIRO
RESULT PAGE
------ ----------
OK P. 3/3
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Covemor
FAX COVER SHEET
William G. Ross, Jr,, Secretary
Date: 114106 No. of Pages: 3 (Incl. Cover)
To: Rob Balland From: Paul Bartlett
Company: WK Dickson Water Quality Section - Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWO Stormwater Project [Number: SWO 040129 Modification
Project Name:.Carolina Place
MESSAGE:
Rob,
A Request for additional Information is attached for the subject project. The original will
be mailed to Mr. Clark, and a copy will be mailed to you.
// A

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX GOVFR SHEET
William G. Ross, Jr., Secretary
Date: 1/4/06 No. of Pages: 3 (Incl. Cover)
To: Rob Balland From: Paul Bartlett
Company: WK Dickson Water Quality Section - Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 040129 Modification
Project Name: Carolina Place
MESSAGE:
OR
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Clark, and a copy will be mailed to you.
ENB1ptb: S:IWQSISTORMWATERIADDINF0120051040129Mod.jan06
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

INFILTRATION BASIN ANALYSIS
FILENAME: G:IDATAIWPDATAIWQSIINBASIN1040129-lAMod.jan(
PROJECT NUMBER: 040129-1AMod.jan06 DATE: 04-Jan-06 1/4101C0M —
PROJECT NAME: Seaspray Cove @ Carolina Place Ph II & III
DRAINAGE BASIN: Cape Fear REVIEWER: P.13artlAtt 'taTeK! *1A 'Eero
RECEIVING STREAM: Dutchman Crk. Outlet Chan CLASS: SA a'-t &E V+ � Z- ` i^,
Index No.: 18-88-9-3-3 If ORW, is site within the 575' AEC? be3- Clif
SITE AREA 30.88 acres DRAINAGE AREA: `17:.2 SF
3.84 acres
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/ASPHALT
CONCRETE
OTHER (Offsite - Phase 1)
TOTAL
% IMPERVIOUS, 1=5a
ELEVATION OF SEASONAL HIGH WATER TABLE
REPORTED INFILTRATION RATE
SURFACE AREAS AND ELEVATIONS
BOTTOM
Rational C zh%�
29700 0.98
14346 0.98 V I
0.98
15846 0.98
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 =
CUBIC FEET
CUBIC FEET
FEET
HOURS MUST BE <120
0.61 CFS
1.09 CFS Must be > Qr
6956.69 CF < 23350 CF
COMMENTS
Volume and drawdown are within Design Requirements.
Need a bypass if design storm <4.5"

INFILTRATION BASIN ANALYSIS
FILENAME: G:IDATAIWPDATAIWQSIINBASIN1040129-4BMod.jan(
PROJECT NUMBER: 040129-4BMod.jan06 DATE: 04-Jan-06
PROJECT NAME: Seaspray Cove @ Carolina Place, Phase II & III
DRAINAGE BASIN: Cape Fear REVIEWER: P.Bartlett
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 30.88 acres DRAINAGE AREA: 155fi SF
3.59 acres
IMPERVIOUS AREA CALCULATION
Rational C
BUILDINGS 40000 0.98
PARKING/ASPHALT 19064 0.98
CONCRETE 0.98
OTHER
TOTAL
Place a "l"here if Rational
% IMPERVIOUS, I= s € 7Q% RV= .05+.009 (I)
ELEVATION OF SEASONAL HIGH WATER TABLE FEET MSL ✓
REPORTED INFILTRATION RATE $i1 INCHES/HOUR
or 0.000141 FPS
SURFACE AREAS AND ELEVATIONS
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=
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 =
l287i CUBIC FEET
FEET
FEET
HOURS MUST BE <120
0.59 CFS
0.80 CFS Must be > Qr
6715.01 CF < 22870 CF
COMMENTS
Voiume and drawdown are within Design Requirements.
Need a bypass if design storm <4.5"

INFILTRATION BASIN ANALYSIS
FILENAME: G:IDATAIWPDATAIWQSIINBASIN1040129-5Mod.janOE
PROJECT NUMBER: 040129-5Mod.janO6 DATE: 04-Jan-06
PROJECT NAME: Seaspray Cove @ Carolina Place, Phase II & III
DRAINAGE BASIN: Cape Fear REVIEWER: P.Bartlett
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 30.88 acres DRAINAGE AREA: 7--w MSF,
3.66 acres
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/ASPHALT
CONCRETE
OTHER
% IMPERVIOUS, I=
Rational C
36000 0.98
13918 0.98
0.98
TOTAL ''•.¢9$ I €14i€
ELEVATION OF SEASONAL HIGH WATER TABLE
REPORTED INFILTRATION RATE
SURFACE AREAS AND ELEVATIONS
Place a "9" here if Rational
RV= .05+.009 (I)
FEET MSL
EE, INCHES/HOUR
or 0.000218 FPS
Elev. (ft)
Area, sq ft
Inc. Volume
Acc. Volume
BOTTOM 33.83
11469
34
12053
1999
1999
35
16688
14371
16370
TOP 35.75
20291
13867
30237
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
!ntensity, i = 6.3 inches / hour
Volume for 10 yr. 10 min. event =
€1':8 CUBIC FEET
FEET
>'I FEET
HOURS MUST BE <120
0.54 CFS
2.62 CFS Must be > Qr
6145.70 CF < 19837 CF
COMMENTS
Volume and drawdown are within Design Requirements.
Need a bypass if design storm <4.5"

INFILTRATION BASIN ANALYSIS
FILENAME: G:\DATA\WPDATA\WQS\INBASIN\040129-6Mod.janOE
PROJECT NUMBER: 040129-6Mod.jan06 DATE: 04-Jan-06
PROJECT NAME: Seaspray Cove @ Carolina Place, Phase II & III
DRAINAGE BASIN: Cane Fear REVIEWER: P.Bartlett
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 30.88 acres
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/ASPHALT
CONCRETE
OTHER
TOTAL
DRAINAGE AREA:
Rational C
62000 0.98
27612 0.98
0.98
WMSF
4.64 acres
Place a "1" here if Rational
% IMPERVIOUS, 1= RV= .05+.009
ELEVATION OF SEASONAL HIGH WATER TABLE FEET MSL ""
REPORTED INFILTRATION RATE_ , INCHES/HOUR
or 0.000141 FPS
SURFACE AREAS AND ELEVATIONS
Elev. (ft)
Area, sq ft
Inc. Volume
Acc. Volume
BOTTOM 34.25
7166
0
35
8727
5960
5960
36
10982
9855
15814
37
13804
12393
28207
TOP 37.5
16314
7530
35737
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, 1 = 6.3 inches / hour
Volume for 10 yr. 10 min. event =
CUBIC FEET
CUBIC FEET
FEET
HOURS MUST BE <120
0.84 CFS
1.01 CFS Must be s Qr
9573.31 CF < 34034 CF
COMMENTS
Volume and drawdown are within Design Requirements.
Need a bypass if design storm <4.5"

INFILTRATION BASIN ANALYSIS FILENAME: G:\DATA\WPDATA\WQS\INBASIN\040129-7AMod.jan(
PROJECT NUMBER:
040129-7AMod.jan06 DATE: 04-Jan-06
PROJECT NAME:
Seaspray Cove @Carolina Place, Phase II & III
DRAINAGE BASIN:
Cape Fear REVIEWER: P.Bartle+t
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 30.88 acres DRAINAGE AREA: i93 SF
2.13 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
20000
0.98
8898
0.98
0.98
�9
Place a "1" here if Rational
RV= .05+.009 (1) =
3'[I FEET MSL ,.
li€'s INCHES/HOUR
or 0.000148 FPS
Elev. (ft)
Area, sq ft
Inc. Volume
Acc. Volume
BOTTOM 33
7705
0
0
34
9351
8528
8528
34.75
10720
7527
16055
TOP 34.75
10720
0
16055
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
0.31 CFS
1.14 CFS Must be > Qr
3566.27 CF < 11493 CF
COMMENTS
Volume and drawdown are within Design Requirements.
Need a bypass if design storm <4.5"

INFILTRATION BASIN ANALYSIS
FILENAME: G:IDATAIWPDATAIWQSIINBASIN1040129-7BMod.jan(
PROJECT NUMBER: 040129-7BMod.jan06 DATE: 04-Jan-06
PROJECT NAME: Seaspray Cove @ Carolina Place, Phase II & III
DRAINAGE BASIN: Cape Fear REVIEkNIER: P.Bart!ett
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 30.88 acres DRAINAGE AREA: == I$ SF
4.52 acres
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/ASPHALT
CONCRETE
OTHER
TOTAL
Rational C
58000 0.98
18285 0.98
0.98
Place a "1" here if Rational
% IMPERVIOUS, I= € € s > i7° RV= .05+.009
ELEVATION OF SEASONAL HIGH WATER TABLE €i1 FEET MSL V
REPORTED INFILTRATION RATE € i € ?I INCHES/HOUR V
or 0.000148 FPS
SURFACE AREAS AND ELEVA T IONS
Elev. (ft) Area, sq ft Inc. Volume Acc. Volume
BOTTOM
33 16185 0
34 18088 17137 17137
TOP 34.75 19777 14199 31336
VOLUME / DEPTH / 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=
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"
CUBIC FEET
FEET
HOURS MUST BE <120
0.75 CFS
0.00 CFS
8580.54 CF <
COMMENTS
Volume and drawdown are within Design Requirements.
Need a bypass if design storm <4.5"
Must be > Qr
31335.875 CF

INFILTRATION BASIN ANALYSIS
FILENAME: G:\DATA\WPDATA\WQS\INBASIN\040129-8Mod.janOE
PROJECT NUMBER: 040129-8Mod.janO6 DATE: 04-Jan-06
PROJECT NAME: Seaspray Cove @ Carolina Place, Phase II & III
DRAINAGE BASIN: Cape Fear REVIEWER: P.Bartlett
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 30.88 acres
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/ASPHALT
CONCRETE
OTHER
% IMPERVIOUS, 1=
DRAINAGE AREA:
Rational C
49500 0.98
9851 0.98
0.98
MSF
3.23 acres
TOTAL
ELEVATION OF SEASONAL HIGH WATER TABLE
REPORTED INFILTRATION RATE
SURFACE AREAS AND ELEVATIONS
Place a "1" here if Rational
...... :. .. ? J
€h FEET MSL
INCHES/HOUR
or 0.000141 FPS
Elev. (ft)
Area, sq ft
Inc. Volume
Acc. Volume
BOTTOM 22
2413
0
0
23
3056
2735
2735
24
3768
3412
6147
25
4549
4159
10305
TOP 26
5699
5124
15429
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
0.34 CFS Must be > Qr
6459.09 CF < 15113 CF
COMMENTS
Volume and drawdown are within Design Requirements.
Need a bypass if design storm <4.5"

�OF WATFRQ Michael F. Easley, Governor
�O G William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
y y
Alan W. Klimek, P.E. Director
Division of Water Quality
January 4, 2006
Mr. Edward H. Clark
Bill Clark Homes of Wilmington, LLC
430 Eastwood Road, Suite 100
Wilmington, NC 28403
Subject: Request for Additional Information
Stormwater Project No. SW8 040129 Modification
Carolina Place
Brunswick County
Dear Mr. Clark:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Carolina Place on December 12, 2005, for review on December 20, 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:
50- 1. Please provide the Designer's Certification for all completed infiltration basins.
tel 7 06 2. Please provide a list of final lot numbers for Phase I and note which ones have
1; -ems ( been developed and their built -upon area. If Phase I site plans have changed
�yt�(0 from those approved by this office (Permit SW8 040129, issued June 13, 2005),
please provide updated plans for Phase I, including current conditions.
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 January 12, 2006, 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.
North Carolina Division of Water Duality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% rost Consumer Paper
Noi thCarolina
Naturally

Mr. Edward Clark
January 4, 2006
Stormwater Application No. SW8 040129 Modification
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]-
Sinc7c�
ly,
r
Paul T. Bartlett, P.E.
Environmental Engineer
ENB/ptb: S:\WQS\STORMWATER\ADDINFO\2006\040129Mod.jan06
cc: Rob Balland, WK Dickson
Paul T. Bartlett
Page 2 of 2

Page 1 of 1
North Carolina
Elaine F Mar au D P MEiT O TI-I
Secretary SECRETARY oF STATE
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Date: 1 /3/2006
Click here to:
View Document Filings I Annual Report Count I
%Print apre-populated Annual Report Form I File an Annual Report I
Corporation Names
Name Name Type
NC BILL CLARK HOMES OF Legal
WILMINGTON, LLC
NC BILL CLARK
CONSTRUCTION COMPANY, Prev Legal
LLC WILMINGTON, NC
Limited Liability Company Information
SOSID:
FID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
0364516
561913557
Current -Active
3/10/1995
Domestic
NC
1 /1 /2025
Clark, William H
200 Arlington Blvd
Ste R
Greenville NC 27834
200 Arlington Blvd
Ste R
Greenville NC 27834
430 Eastwood Rd., Ste. 100
Wilmington NC 28403
430 Eastwood Rd., Ste. 100
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/Corp.aspx?Pitemld=4827491 1/3/2006

Form DCM-MP-1
ATI
N'
I
A
L
P
P
(To be completed by all applicants)
b. City. town, community or landmark
Southport, NC
1. APPLICANT
a. Landowner:
Name Bill Clark Homes, LLC
Address 430 Eastwood Road
City ..................
Wilmington State NC
Zip 28403 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Land Management Group, Inc.
Land Management Group, Inc.
Address P.O. Box 2522 y -
City W lm
State N.C.
Zip 280-4
4o2 Day Phone 9152M9L
Fax aULAU 0060
J eon
c, Project name (if My)
NOW: Penult will be issued is uam of W do+w(s)• md/or
Proud Maw.
2. LOCATION OF PROPOSM.
PROJECT
a. County Brunswick
c. Street address or secondary road number
133 Lon Beach Road
d. is propOSed work within city limits or planning
jurisdiction? __ Yes — x No
e. - Name of body of water nearest project (e.g. river,
creek, sound, bay) Jump and Run Creek
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, Pier, and
excavation and/or filling activities.
ConsfivcUn 1 a boardwalk and three decks alonq JUMP and
Run Creek.
b. Is the proposed activity maintenance of an existing
Project,
new work, or both? New work.
c. Will the projectbe for public, private or commercial
use? Commercial subdivision ammenity.
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
Pmject• If more space is needed, please attach
additional pages. See attached ro'ect narrative.
Revad 0319S

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 30.88 acres
b. Size of individual lot(s)
30.88 acres
c. Approximate elevation of tract above MHW or
rlWL Approx. U to 44' MSL
d. Soil type(s) and texture(s) of tract
Newhan fine sand, Yaupon Silty Clay Loam
e. Vegetation on tract Lobloliy Pine, Wax Myrtle, Yaupon,
Phragmites
f. Man-made features now on tract Old Dredge Spoil
Dikes, Soil Roads.
g. What is the CAMA Land Use Plan land
classification of the site? (Cmmu At local lm d Kie plan.)
Conservation
Developed
Rural
_g_ Transitional
COMMUnity
Other
h. How is the tract zoned by local government?
R-7500
i. is the proposed project consistent with the applicable
zoning? X Yes No
(Awash zoning eonrkm- amfiwtc, if appkcnble)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
if yes, by whom? NA .
k. is the project located in ' a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? —XYes No
Coastal (marsh) X Other X
If yes, has a delineation been conducted? Yes
(Anoaii doommax ion, if anvil-W)
in. Describe existing wastewater treatment facilities.
None
n : Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industriallcommercial effluent, "wash
down" and residential discharges.) Limited surface
runoff.
o. Describe existing drinking water supply source.
None
S. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
s An acemte, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Reviwd 03195

Form DCM-MP-1
site_ Include hi6wav or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received it copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Carolina Power and Light Company
Address PO Box 14042 St. Petersburg, FI 33733
Phone NA
Name -NA
Address
Phone
Name NA
Address
Phone
• A Iist of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
CAMA Major Permit # 35-00
• A check for s400 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A' signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 21 day of December , 20. 05 .
Print Name
Signature c�
Tandowwr or A Agent
Please indicate attachments pertaining to your proposed
Project-
DCM MP-2
Excavation and FRI Information
DCM MP-3
Upland Development
x DCM MP-4
Structures Information
DCM MP-5
Bridges and Culver"
_ DCM MP-6
Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottarn of each form.
Revised 0319S

Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major e. Mooring buoys
Permit,
Form DCM-MP-1. Be sure to complete all
(1)
NA Commercial NA Community NA Private
other sections of the Joint Application which relate to
(2)
Number NA
this proposed project.
(3)
Description of buoy
(Color, inscription, size, anchor, etc.)
a. Dock(s) and/or Pier(s)
NA
(1)
_ Commercial Community _ Private
(2)
Number 3
(3)
Length 10', 24', and 96'
(4)
Width of water body NA
(4)
Width 6'
(5)
Distance buoy(s) to be placed beyond
(5)
Finger Piers Yes X No
shoreline NA
(i) Number NA
(ii) Length NA
f. Mooring structure (boatlift, mooring pilings, etc.)
(iii) Width NA
(1)
NA Commercial NACommunity NA Private
(6)
Platform(s) X Yes No
(2)
Number NA
(i) Number 3
(3)
Length NA
(ii) Length 20'
(4)
Width NA
(iii) Width la
(7)
Number of slips proposed None
g. Other (Give con piers &scrindon)
(8)
Proximity of structure to adjacent riparian
NA
property lines 15' To South. —90' North
(9)
Width of water body Approx. 30'. 46'. and 47'
(10) Water depth at waterward end of pier . at
MLW or NWL 3'. -2'. -' MLW
_
b. Boathouse (including covered lifts)
(1) NA Commercial NA Private
(2) Length NA
(3) Width NA
'
Applicant Nave
Revised 03/95

Project Narrative
CAMA Major Permit
Construction of Three Piers and Three Platforms
Brunswick County
Bill Clark Homes, LLC, Applicant
Bill Clark Homes, LLC proposes to build 3 community piers and 3 community platforms
on their property off of Highway 133 (Long Beach Road), within the Carolina Place
Subdivision.
The proposed piers will be 10, 24, and 96 feet long and each will have a 10'x20' platform
at the end of the pier. The platform at the end of the 24 foot long pier will be covered.
There are no boat slips proposed.
There is no dredging or wetland fill proposed. Piers and decks will be elevated over
coastal wetlands a minimum of 3 feet, will not exceed 6 feet in width, and will not extend
more than 1/4 of the width of the water body. None of the proposed structures are located
within 15 feet of adjacent riparian corridor lines.
Iri5,2J6

STATE OF NORTH CAROLINA
SUPPLEMENTARY DECLARATION FOR
COUNTY OF BRUNSWICK
Know all men by these presents that:
SEASPRAY AT CAROLINA PLACE FDR
ANEXATION OF PH .-i T7E D)
7% D
Bill Clark Homes of Wilmington, L.L.C., a North Carolina limitedll-a"Gility company
(herein "Declarant") heretofore executed the Declaration of Covenants, Conditions and
Restrictions for the Seaspray at Carolina Place Community and caused the same to be recorded in
Book 2209 at page 1421, et FM. of the Brunswick County Registry (hereinafter the
"Declaration"); and
WHEREAS, in accordance with Article II, Section 3 of said Declaration, the Declarant
has the right to develop and annex additional land and make the same subject to the Declaration
by recording a Supplementary Declaration extending the operation and effect of said Declaration
to the property to be annexed; and
WHEREAS, the Declarant has developed additional lots designated as Seaspray at
Carolina Place Community, Phase Two, as the same appear on a plat recorded in Map Cabinet
at pages thru of the Brunswick County Registry, all of which the
Declarant desires to be made subject to the Declaration; and
WHEREAS, the Declarant desires to amend Article XII, Section 2 to show the allowable
built -upon area for homes constructed in Seaspray at Carolina Place Community, Phase Two.
NOW, THEREFORE, the Declarant does hereby supplement the Declaration as follows:
By making subject to said Declaration and annexing thereto, the following described
properties:
BEING all of SEASPRAYAT CAROLINA PLACE COMMUNITY, PHASE TWO
as shown on a map thereof recorded in Map Cabinet at page of the
Brunswick County Registry, reference to which said map is hereby made for a
more particular description.
By adding the following sentence to Article XII, Section 2:
The allowable built -upon area per lot in Phase Two is as follows:
Lots # BUA
22 — 27, 50 — 61, and 87 —122 4, 000 square feet
62 — 86 3,300 square feet
By adding the following to Article XII, Section 3:
Regarding lots in Phase 2, all runofffrom the built -upon areas on the lot must drain into the
permitted system. This may be accomplished through a variety of means including roof
drain gutters which drain to the street, grading the lot to drain toward the street, or grading
perimeter swales to collect lot runoff and directing them into a component of the stormwater
system. Lots that will naturally drain into the system are not -required to provide these
additional measures.
Except as amended, the foregoing Declaration shall be and remain in full force and effect.

I
IN WITNESS WHEREOF, Bill Clark Homes of Wilmington, L.L.C. has caused this
Supplementary Declaration to be executed under seal for the purposes set out therein, this the
day of December, 2005.
BILL CLARK HOMES OF WILMINGTON, L.L.C.
by: (SEAL)
Manager
by: (SEAL)
Manager
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, a Notary Public of the County and State aforesaid, certify that
and as Managers of Bill Clark Homes of Wilmington, L.L.C.,
personally appeared before me this day and acknowledged the execution of the foregoing
mstrument.
WITNESS my hand and official stamp or seal, this the day of
2005.
Notary Public
My Comm. Exp:

[Fwd: FN :.Seaspray Phase 2 Declaration]
Subject: [Fwd: FW: Seaspray Phase 2 Declaration]
From: Cameron Weaver <[e-mail]>
Date: Mon, 19 Dec 2005 09:56:56 -0500
To: Paul Bartlett <[e-mail]>
CC: Robert Balland <[e-mail]>
Subject: FW: Seaspray Phase 2 Declaration
From: 'Rob Balland" <[e-mail]>
Date: Fri, 16 Dec 2005 10:31:53 -0500
To: <[e-mail]>
Cameron:
Please forward the attached to Paul, and copy me, for his review on Seaspray Cove phase II & III.
Thank you,
Robert P Balland, El, CECM
Project Manager - Wilmington
WK Dickson & Co., Inc.
909 Market Street
Wilmington, NC 28401
910-762-4200 (0)
910-762-4201 (F)
910-619-1186 (M)
rballand4wkdickson.com
THE ELECTRONIC FILES PROVIDED BY W.K. DICKSON & CO., INC. (WKD) TO RECEIVING PARTIES ARE FOR COORDINATION PURPOSES ONLY.
THE RECEIVING PARTY AGREES NOT TO USE THESE DRAWINGS AND DATA, IN WHOLE OR IN PART, FOR ANY PURPOSE OTHER THAN THE
REFERENCED PROJECT. THE ELECTRONIC MEDIA IS FURNISHED WITHOUT GUARANTEE OF COMPATIBILITY WITH THE RECEIVING PARTYS
SOFTWARE OR HARDWARE, AND WKD'S SOLE RESPONSIBILITY FOR THE ELECTRONIC MEDIA IS TO FURNISH A REPLACEMENT FOR
DEFECTIVE DISKS WITHIN THIRTY (30) DAYS AFTER DELIVERY TO THE RECEIVING PARTY. USE OF THESE MATERIALS FOR MODIFICATION,
EXTENSION OR EXPANSION OF THIS PROJECT OR ON ANY OTHER PROJECT, UNLESS UNDER THE DIRECTION OF WKD SHALL BE WITHOUT
LIABILITY TO WKD AND WKD'S SUBCONSULTANTS. BECAUSE DATA STORED IN ELECTRONIC MEDIA FORM CAN BE ALTERED, EITHER
INTENTIONALLY OR UNINTENTIONALLY, BY TRANSCRIPTION, MACHINE ERROR, ENVIRONMENTAL FACTORS, OR BY OPERATORS, IT IS
AGREED THAT THE RECEIVING PARTY SHALL INDEMNIFY, DEFEND, SAVE HARMLESS WKD, WKD'S SUBCONSULTANTS, AND THE OFFICERS
AND EMPLOYEES OF ANY OF THEM FROM AND AGAINST ANY AND ALL CLAIMS, LIABILITIES, DAMAGES, LOSSES AND COSTS, INCLUDING, BUT
NOT LIMITED TO COSTS OF DEFENSE, ARISING OUT OF CHANGE OR MODIFICATIONS TO THE DATA IN ELECTRONIC MEDIA FORM IN THE
RECEIVING PARTY'S POSSESSION OR RELEASED TO OTHERS BY THE RECEIVING PARTY AND FOR ANY USE OF THE ELECTRONIC MEDIA AND
PRINTED HARD COPY DRAWINGS AND SPECIFICATIONS OUTSIDE THE LICENSE GRANTED BY THIS PROVISION. SHOULD THE RECEIVING
PARTY DISAGREE WITH STATEMENTS CONTAINED HEREIN, PLEASE ADVISE US IN WRITING WITHIN TEN (10) DAYS AFTER RECEIPT OF THE
DATA OR THIS DISCLAIMER STANDS AS WRITTEN.
From: Cheryl Blanton[mailto:[e-mail]]
Sent: Friday, December 16, 2005 10:23 AM
To: Rob Balland
Subject: Fw: Seaspray Phase 2 Declaration
The attached is the Amendment to add Phase 11 & Ill Seaspray Cove to the HOA docs originally fled for
Phase I. If you need additional information please let me know.
Thanks -Cheryl
1 of 2 12/19/2005 11:25 AM

[Ford: FW„, Seaspray Phase 2 Declaration]
----- Original Message -----
From: Thomas J..Morgan
To: Cheryl Blanton
Sent: Tuesday, December 13, 2005 4:21 PM
Subject: Seaspray Phase 2 Declaration
Cheryl, this supplementary declaration adds Phase 2 and the language is a little different on the
stormwater regs, so I put that in. Call me if I need to change anything, but I think this will do it. I'm calling
Nancy at Bank of America to send me the Amendments to the Deed of Trust. Thanks, Tom
Thomas J. Morgan
19 North Fifth Avenue
P. O. Box 1388
Wilmington, NC 28402
Tele: [phone]
Fax: [phone]
morgantma-bel lsouth. net
This message has been scanned for viruses and
dangerous content and is believed to be clean.
....... _._ __............................................................................................
Cameron Weaver <Cameron.WeaverPncmail.net>
One -Stop Permitting/ Express Permit Coordinator
NC DENR
Customer Service Center - WiRO
--........._.. .
-- - - —
ii Content -Type: message/rfc822
FW • Seaspray Phase 2 Declaration:
I.. .
� Content -Encoding: 7bit
..............._. .............................. --
r. - - .__ - - - ... --- ......_ ._.� .._._._............. - ---
Content -Description: Seaspray Supplementary
Decl Annexing Ph2.doc
Seaspray Supplementary Decl Annexing Ph2.doc Content -Type:
{ Content -Encoding:
........................................... ...... ........... ................ .........._.... ... .... ........ .__.__
application/msword
base64
2 of 2 12/19/2005 11:25 AM

FW: Seaspray Phase 2 Declaration
Subject: FW: Seaspray Phase 2 Declaration
From: "Rob Balland" <[e-mail]>
Date: Fri, 16 Dec 2005 10:31:53 -0500
To: <[e-mail]>
Cameron:
Please forward the attached to Paul, and copy me, for his review on Seaspray Cove phase II & III.
Thank you,
Robert P Balland, El, CECM
Project Manager - Wilmington
W K Dickson & Co., Inc.
909 Market Street
Wilmington, NC 28401
910-762-4200 (0)
910-762-4201 (F)
910-619-1186 (M)
rballandO-wkdickson.com
THE ELECTRONIC FILES PROVIDED BY W.K. DICKSON & CO., INC. (WKD) TO RECEIVING PARTIES ARE FOR COORDINATION PURPOSES ONLY.
THE RECEIVING PARTY AGREES NOT TO USE THESE DRAWINGS AND DATA, IN WHOLE OR IN PART, FOR ANY PURPOSE OTHER THAN THE
REFERENCED PROJECT. THE ELECTRONIC MEDIA IS FURNISHED WITHOUT GUARANTEE OF COMPATIBILITY WITH THE RECEIVING PARTY'S
SOFTWARE OR HARDWARE, AND WKD'S SOLE RESPONSIBILITY FOR THE ELECTRONIC MEDIA IS TO FURNISH A REPLACEMENT FOR
DEFECTIVE DISKS WITHIN THIRTY (30) DAYS AFTER DELIVERY TO THE RECEIVING PARTY. USE OF THESE MATERIALS FOR MODIFICATION,
EXTENSION OR EXPANSION OF THIS PROJECT OR ON ANY OTHER PROJECT, UNLESS UNDER THE DIRECTION OF WKD SHALL BE WITHOUT
LIABILITY TO WKD AND WKD'S SUBCONSULTANTS. BECAUSE DATA STORED IN ELECTRONIC MEDIA FORM CAN BE ALTERED, EITHER
INTENTIONALLY OR UNINTENTIONALLY, BY TRANSCRIPTION, MACHINE ERROR, ENVIRONMENTAL FACTORS, OR BY OPERATORS, IT IS
AGREED THAT THE RECEIVING PARTY SHALL INDEMNIFY, DEFEND, SAVE HARMLESS WKD, WKD'S SUBCONSULTANTS, AND THE OFFICERS
AND EMPLOYEES OF ANY OF THEM FROM AND AGAINST ANY AND ALL CLAIMS, LIABILITIES, DAMAGES, LOSSES AND COSTS, INCLUDING, BUT
NOT LIMITED TO COSTS OF DEFENSE, ARISING OUT OF CHANGE OR MODIFICATIONS TO THE DATA IN ELECTRONIC MEDIA FORM IN THE
RECEIVING PARTY'S POSSESSION OR RELEASED TO OTHERS BY THE RECEIVING PARTY AND FOR ANY USE OF THE ELECTRONIC MEDIA AND
PRINTED HARD COPY DRAWINGS AND SPECIFICATIONS OUTSIDE THE LICENSE GRANTED BY THIS PROVISION. SHOULD THE RECEIVING
PARTY DISAGREE WITH STATEMENTS CONTAINED HEREIN, PLEASE ADVISE US IN WRITING WITHIN TEN (10) DAYS AFTER RECEIPT OF THE
DATA OR THIS DISCLAIMER STANDS AS WRITTEN.
From: Cheryl Blanton [mailto:[e-mail]]
Sent: Friday, December 16, 2005 10:23 AM
To: Rob Balland
Subject: Fw: Seaspray Phase 2 Declaration
The attached is the Amendment to add Phase II & I II Seaspray Cove to the HOA docs originally filed for
Phase I. If you need additional information please let me know.
Thanks -Cheryl
----- Original Message -----
From: Thomas J. Morgan
To: Cheryl Blanton
Sent: Tuesday, December 13, 2005 4:21 PM
Subject: Seaspray Phase 2 Declaration
Cheryl, this supplementary declaration adds Phase 2 and the language is a little different on the
stormwater regs, so I put that in. Cali me if I need to change anything, but I think this will do it. I'm calling
Nancy at Bank of America to send me the Amendments to the Deed of Trust. Thanks, Tom
Thomas J. Morgan
1 of 2 12/19/2005 11:26 AN1

FW:`Seaspray Phase 2 Declaration
19 North Fifth Avenue
P. O. Box 1388
Wilmington, NC 28402
Tele: [phone]
Fax: [phone]
morganti Ccb-bel Isouth. net
This message has been scanned for viruses and
dangerous content and is believed to be clean.
..... .. ... . ... ................._... ..._...
Seaspray Supplementary Decl Annexing Ph2 doc.
2 of 2 12/19/2005 1.1:26 AM

¢ NCDENR
North Carolina Department of Environment and Natural Resources n
TU N 27 Cardin I Drive, Wili gton NC 28405 [phone] FAX [phone]
eq 4A-r Express Permit Review
FILL 1 all information below and CHECK required Permit(s). l Z�
FAX or emall to Cameron. Weaver(ftcmallm along with a narrative and vicinity map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name Heath Clark
Company Bill Clark Homes of Willmington, LLC
Address 430 Eastwood Road City/State Wilmington. N.C. zip 28403 County New Hanover
Phone [phone] Fax [phone] Email [e-mail]
PROJECT Name Seasprav Cover A- Carolina Place Phases II & III
PROJECT SYSTEM(S) TRIBUTARY TO Dutchman Creek Outlet Channel(STREAM NAME) Cape Fear River Basin
ENGINEERICONSULTANT Robert P. Balland. El, CECM
Company W. K, Dickson & Co., Inc.
Address 909 Market Street City/State Wilmington, N. C. Zip 28401 County New Hanover
Phone [phone] Fax [phone] Email [e-mail]
- ----------------------------------------------------
State or National Environmental Policy Act (SEPA, NEPA) - EA or EIS Required ❑ Yes ® No
---------------------------------
❑ STREAM ORIGIN Determination; # of stream calls; Stream Name
® STORMWATER --❑ Low Density- --- - ~ -- - ❑ High Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter ® High Density -Infiltration ❑ Off site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® `AND QUALITY ® Erosion and Sediroeratation Control Plan with 48.93 acres to be disturbed.
WETLANDS (401) Wetlands on Prope V5ted
sNo Isolated Wetlands on Property ❑ yes ❑ No
Check all that VM/ Wetlands WillBe ❑ Yes ® No Wetland Impacts: Acre(s)
Wetlands Delineation has been completed es ❑ No ❑ Buffers Impacted: Acres)
USACOE Approval of Delineation complete ®)Yes ❑ No
404 Application in process w/USACOE ❑ No I Permit received from USACE ❑ Yes ❑ No
401 Application required ❑ Yes M No If Yes, ❑ Regular ❑ Express
--------------------------------------------------------_.--
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES: Fee Split for multiple permits:
SW $
CAMA $
LQS $
401 $ Total Fee Amount $

Stormwater Narrative
Seaspray Cove phases II & III a Carolina Place
WKD#: 50214.00.WI.
November 21, 2005
GENERAL
Seaspray Cove Phases II & III is located in Carolina Place subdivision along Highway 133
in Brunswick County. The proposed projecf consists of rest ential lots each with a
maximum impervious surface of 3,600sf. The existing site is partially wooded with 1-2%
slopes draining toward the existing phase I development and towards Dutchman Creek.
Phases II & III were reviousl `a rove de ermit S ed une 13,
220 a are requesting that the attached modification be aporovecl in place of the
previously approved. plans.
PROPOSED IMPROVEMENTS
Proposed improvements will involve the construction of 79 reside is including roads
and utilities that drain to multiple proposed infiltration asins. The basins will improve
water quality for post development runoff as well as ensure that our post -development flow
(19.51 cfs) is less than our pre -development flow (26.51 cfs) for the 10-year event.
Stormwater runoff will be conveyed through grass swales and a stormwater collection
system that is routed to the infiltration basins. There are no wetland !9V4c within the
limits of construction for phases II & III.
DRAINAGE CONSIDERATIONS
Runoff will be conveyed to the infiltration basins by means of swales, curb inlets and a
conduit system that runs along the proposed roads. The pipes were sized for a 10-year
storm event and the hydraulic gradient was maintained inside the pipe system during that
event. Inlet spreads were designed as per NCDOT's requirement based on a 4 inch event
and kept to a minimum considering the areas of minimal slope. The infiltration basins
were designed to store and release the first one and one-half i.n l of rainfall (53,703 CF)
over an average draw -down time of 3.5 hours��infiltration system was also designed to
store runoff from the 10-year, 24-hour event and hold discharge rates below those for the
predevelopment site. The grades shown on the plans are final grade elevations. The plan
currently proposed shows that the imperviousness of the drainage area being conveyed to
the basins will be approximately 34.5%. During construction silt fence, riprap apron,
sediment trap (proposed basins), and construction entrances will be placed in critical areas
as directed by the Drainage Plan. All design criteria is based on Brunswick County
stormwater standards.
Drainage areas were delineated for determining the correct culvert size for each drainage
segment, and are shown on the drainage area �.

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WK
4DICKSON
community infrastructure consultants
December 12, 2005
Mr. Cameron Weaver
N. C. Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
RE: Seaspray Cove Phases II & III (MODIFICATION)
Express Review for Stormwater Management
Brunswick County, North Carolina
WKD Project Number 50214.00.WL
Dear Mr. Weaver:
Enclosed are three copies of the following documents in support of an express review for the
referenced project.
• Check in the amount of $4,000.00
• Request for Express Permit Review Form
• Stormwater Management Permit Application Form
• Infiltration Basin Supplement to Stormwater Management Permit Form
• Stormwater Management Calculations
• Quad Sheet, Property Deed
• Soils Report
• Project Plans
If you need additional information, please feel free to call
Sincerely,
W. K. DICKSON & CO., INC.
Robert P. Balland, El, CECM
/pb
Enclosure: As noted
cc: Patrick Adams, Bill Clark Homes of Wilmington, LLC
909 Market Street
Wilmington, NC 28401
Tel. [phone]
Fax [phone]
7VED
EC 1 2 2006
i
www.wkdickson.com North Carolina . South Carolina . Georgia • Florida

SOSID: 0777146
Date Filed: 11/14/2005 4:39:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200531800287
STATE OF NORTH CAROLINA
DEPARTMENT OF THE SECRETARY OF STATE
STATEMENT OF CHANGE OF REGISTERED
OFFICE AND/OR REGISTERED AGENT
Pursuant to §55D-31 of the General Statutes of North Carolina, the undersigned entity submits the following for the purpose of
changing its registered office and/or registered agent in the State of North Carolina.
INFORMATION CURRENTLY ON FILE
The name of the entity is: SeaSpray Community Association, Inc.
Entity Type: ❑Corporation, ❑Foreign Corporation, ©Nonprofit Corporation, ❑Foreign Nonprofit Corporation,
❑Limited Liability Company, []Foreign Limited Liability Company ❑Limited Partnership, ❑Foreign Limited Partnership,
-- .❑Liwitedliability Partnership, [3F.oreign limited-Liability-Parawnhip .- •. --• -
The street address and county of the entity's registered office currently on file is:
Number and Street: 430 Eastwood Road, suite 100
City, State, Zip Code: YWrmington, NC 28403 Count,: New Hanover
The mailing address if & erent front the sired address of the registered office currently on file is:
The name of the current registered agent is: Emend H. Clark
NEW INFORMATION
1. The street address and county of the new registered office of the entity is:
(complete this item only if the address of the registered office is being changed)
Number and Street: 1630 Military Cutoff Road, Suite 108
City, State, Zip Code: VAmingWri, NC 28403
County: New Hanover
2. The mailing address tfdi,(j'erent from the street address of the new registered office is:
(complete this Item only if the address of the registered ice is being changed)
3. The name of the new registered went and the new agent's consent "pointmeM ap below:
(complete this item only if the name of the registered agent is;_ ng ed)
Dave Sweyer. Jr.
Type or Print Name of New Agent *Signature & 111te
4. The address of the entity's registered office and the address of the business office of its registered agent, as changed,
will be identical.
5. This statement will be eft ive upon filing, unless a date and/or time is specified:
This is thk!36_day of 20f)5
SeaSpray Community Association, Inc.
5fgnatare
Type or Print Name and Title
Notes: Filing be k S10% This document must be filed with the Secretary of State.
• Instead of slgwiag home, the new registered *hest may sir a separate written consent to the appoiotmeet, which must be stinehed to this srntement.
CORPORATIONS DIVISION P. O. BOX 29622 RALEIGH, NC 27626-0622
Revised January 2002 Form BE-06

RE: Seaspray @Carolina Place n
U
Subject: RE: 'Seaspray @Carolina Place 6�J61
From: "Rob Balland" <rballand kdickson.com>
Date: Fri, 11 Nov 2005 13:24:30 -0500
To: "Linda Lewis" <[e-mail]>
Linda:
Please review my interpratation of basins 5 and 6 below.
Basin #5 existing ground is elevation 36. Vincent agreed in the field
that the SHWT was 5011, that is elevation 31.83 which would make the
bottom of our basin 33.83.
Basin #6 existing ground is elevation 35. Vincent agreed in the field
that the SHWT was 6011, that is elevation 30.00 which would make the
bottom of our basin 32.00.
We are proposing basin bottom elevations as follows:
Basin #5 = 33.63
Basin #6 = 34.25
Please reply with any comments you may have so we can finalize our
plans.
Thank you,
Robert P Balland, EI, CECM
Project Manager - Wilmington
WK Dickson & Co., Inc.
909 Market Street
Wilmington, NC 28401
910-762-4200 (0)
910-762-4201 (F)
910-619-1186 (M)
[e-mail]
THE ELECTRONIC FILES PROVIDED BY W.K. DICKSON & CO., INC. (WKD) TO
RECEIVING PARTIES ARE FOR COORDINATION PURPOSES ONLY. THE RECEIVING
PARTY AGREES NOT TO USE THESE DRAWINGS AND DATA, IN WHOLE OR IN PART,
FOR ANY PURPOSE OTHER THAN THE REFERENCED PROJECT. THE ELECTRONIC MEDIA
IS FURNISHED WITHOUT GUARANTEE OF COMPATIBILITY WITH THE RECEIVING
PARTY'S SOFTWARE OR HARDWARE, AND WKD'S SOLE RESPONSIBILITY FOR THE
ELECTRONIC MEDIA IS TO FURNISH A REPLACEMENT FOR DEFECTIVE DISKS WITHIN
THIRTY (30) DAYS AFTER DELIVERY TO THE RECEIVING PARTY. USE OF THESE
MATERIALS FOR MODIFICATION, EXTENSION OR EXPANSION OF THIS PROJECT OR ON
ANY OTHER PROJECT, UNLESS UNDER THE DIRECTION OF WKD SHALL BE WITHOUT
LIABILITY TO WKD AND WKD'S SUBCONSULTANTS. BECAUSE DATA STORED IN
ELECTRONIC MEDIA FORM CAN BE ALTERED, EITHER INTENTIONALLY OR
UNINTENTIONALLY, BY TRANSCRIPTION, MACHINE ERROR, ENVIRONMENTAL FACTORS,
OR BY OPERATORS, IT IS AGREED THAT THE RECEIVING PARTY SHALL INDEMNIFY,
DEFEND, SAVE HARMLESS WKD, WKD'S SUBCONSULTANTS, AND THE OFFICERS AND
EMPLOYEES OF ANY OF THEM FROM AND AGAINST ANY AND ALI. CLAIMS,
LIABILITIES, DAMAGES, LOSSES AND COSTS, INCLUDING, BUT NOT LIMITED TO
COSTS OF DEFENSE, ARISING OUT OF CHANGE OR MODIFICATIONS TO THE DATA IN
ELECTRONIC MEDIA FORM IN THE RECEIVING PARTY'S POSSESSION OR RELEASED TO
OTHERS BY THE RECEIVING PARTY AND FOR ANY USE OF THE ELECTRONIC MEDIA
AND PRINTED HARD COPY DRAWINGS AND SPECIFICATIONS OUTSIDE THE LICENSE
GRANTED BY THIS PROVISION. SHOULD THE RECEIVING PARTY DISAGREE WITH
STATEMENTS CONTAINED HEREIN, PLEASE ADVISE US IN WRITING WITHIN TEN (10)
DAYS AFTER RECEIPT OF THE DATA OR THIS DISCLAIMER. STANDS AS WRITTEN.
i of 2 11/14/2005 8:20 AM

RE; Seaspray @Carolina Place
-----Original Message -----
From: Linda Lewis [mailto:[e-mail]
Sent: Wednesday, November 02, 2005 9:06 AM
To: Rob Balland
Subject: Seaspray @Carolina Place
Mr. Balland:
Vincent and I discussed the results of the soils investigation. In
addition to the removal of Basin #9 due to the unsuitable soils, Vincent
also said that he advised you to raise the bottom elevation of Basins #5
and #6 due to the shallow water table in that area. It appears that only
the bottom of Basin #6 was raised. Please raise the bottom of Basin #5
to elevation 35 or higher.
Linda
2 of 11/14/2005 8:20 AM

LETTER OF TRANSMITTAL NkWK
RPDICKSON
community infrastructure consultants
909 Market Street Wilmington, North Carolina 28401
TO: Ms. Linda Lewis
Division of Water Quality
NCDENR
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
910.762.4200 tel. [phone] fax
DATE: 20 October 2005
RE: Seaspray Cove at Carolina Place
Phases II & III, Brunswick County
PROJECT NO: 50214.00.WL
We are sending via:
❑ Overnight
❑ Regular Mail
❑ Pick-up
® Hand Delivered
The following items:
❑ Correspondence
❑ Plans
❑ Specifications
❑ Other as listed below:
THESE ARE TRANSMITTED as checked below:
❑ For Approval
® As Requested
❑ Approved as Submitted
❑ Returned for Corrections
❑ For Your Use
❑ For Review and Comment
❑ Approved as Noted
❑ Forward to Subcontractor
REMARKS:
Enclosed documents were requested for use by Vincent Lewis.
Please contact me should you need anything further. Thank you.
COPY TO: Project File
Rob Balland

October 14, 2005
W.K. Dickson Engineers
909 Market Street
Wilmington, North Carolina 28401
Attention: Mr. Rob Balland, EI
Reference: Double Ring Infiltrometer Testing
Infiltration Basins at Carolina Place
Southport, North Carolina
Job No. 1063-05-501
Dear Mr. Balland:
In accordance with S&ME Proposal 942-05 dated August 30, 2005, S&ME personnel have
recently conducted five 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:
Advanced five hand-augered borings near each infiltrometer test location in
order to visually classify the in -place soils. The hue and chroma of the
recovered soil samples were compared to a Munsell Soil Color Chart.
2. Conducted five double -ring infiltrometer tests at depths ranging from 12 to 15
inches below the existing ground surface. This testing was conducted in
general accordance with American Society for Testing and Materials (ASTM)
procedure D-3385 entitled, "Infiltration Rate of Soils in Field Using Double -
Ring Infiltrometer".
Based on our field classifications of the excavated soils at the hand-augered boring locations, the in -
place soils consist of sands with varying amounts of silt or clay which extended to the maximum
completed boring depth of 96 inches below the existing ground surface. Water was encountered in
the boreholes at four of the five locations at depths ranging from 41 to 95 inches 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.
SBME, Inc. ; (9101799-9945
6409 Amsterdam Way, Building B-3 [phone] Fax
Wilmington, North Carolina 28405 www.smeinc.com

W.K. Dickson Engineers October 14, 2005
S&ME Job Number 1063-05-501 Wage Two
According to the Soil Survey of Brunswick County, North Carolina prepared by the United States
Department of Agriculture, Soil Conservation Service, the areas wherein the hand augers occurred
consist of the Newhan soil series. As reported in the soil survey, the seasonal high water table for
that series is greater than 6 feet below land surface. This information is in general accordance with
the data obtained at the test locations except for location P-4 (Basin 9), where water was
encountered at 41 inches below existing ground surface. The area where this test was performed is
lower in elevation than the other test locations and most likely caused this deviation in water table
location from the information provided by the Brunswick County Soil Survey.
The average infiltration rate at the test locations ranged from approximately 0.04 to 9.4 inches per
hour. A summary of the field test results is presented in Tables 1 and 2.
Due to the possibility of previous land disturbances, lateral variations in soil type and consistency
over relatively short distances, potential perched water conditions, and possible construction
activities in the area, it is oftentimes difficult to determine a project specific "seasonal high water
table". For this reason, we strongly recommend that the civil engineer discuss the assumed seasonal
high water table location at this site with North Carolina Division of Water Quality personnel prior
to final design of the site stormwater system.
S&ME appreciates the opportunity to provide our services during this phase of the project. Should
you have any questions after reviewing this letter, or if we can be of additional assistance, please do
not hesitate to contact us at your convenience.
Sincerely,
S&ME, INC.
Paa 9W,
Paul A. Masten Y
Environmental Professional
PAM:RGM/jns
Attachments
RRandy Martin, P.E.
Branch Manager

TABLE 1
Doubie Ring Infiltrometer Testing
Infiltration Basins at Carolina Place
Southport, North Carolina
Job No. 1063-05-501
Location: Basin 5 (P-1)
Date of Test: September 28, 2005
Depth of Test Below Site Grade: 13 inches
Depth of Water in Rings: 3 %2 inches
Depth to Water: 81 inches
Inner Diameter of Inner Ring: 11% inches
Inner Diameter of Outer Ring: 22%2 inches
Average Infiltration Rate: 9.4 inches per hour
I
High Water Table: > 6 feet below land surface* ,5 0
Soil Series: Newhan*
ow ev C*j4.k
Z I JeAp �p Alt
Location: Basin 6 (P-2)
Date of Test: September 28, 2005
Depth of Test Below Site Grade: 12 inches
Depth of Water in Rings: 4%2 inches
Depth to Water: 95 inches
Average Infiltration Rate: 6.1 inches per hour
High Water Table: > 6 feet below land surface*
Soil Series: Newhan* \
Ove-(le-,�c c/w�-�C
Z' C1JZAO �I \1
Inner Diameter of Inner Ring: 11% inches
Inner Diameter of Outer Ring: 22'/2 inches
Note: * As interpolated from the "Soil Survey of Brunswick County" prepared by the United
States Department of Agriculture Soil Conservation Service

TABLE 1
. Double Ring Infiltrometer Testing
Infiltration Basins at Carolina Place
Southport, North Carolina
Job No. 1063-05-501
Location: Basin 7A (P-3)
Date of Test: September 29, 2005
Depth of Test Below Site Grade: 12 inches
Inner Diameter of Inner Ring: 11% inches
Inner Diameter of Outer Ring: 22%Z inches
Depth of Water in Rings: 3 %s inches
Depth to Water: No water was encountered at time of testing.
Average Infiltration Rate: 6.4 inches per hour
High Water Table: > 6 feet below land surface*
Soil Series: Newhan*
Location: Basin 8 (P-5)
Date of Test: September 29, 2005
Depth of Test Below Site Grade: 15 inches
Depth of Water in Rings: 4%s inches
Depth to Water: 71 inches
L)
Average Infiltration Rate: .04 nch per hour
High Water Table: > 6 feet below land surface*
Soil Series: Newhan*
5,
6j,atS
Inner Diameter of Inner Ring: 11% inches
Inner Diameter of Outer Ring: 22%s inches
Note: * As interpolated from the "Soil Survey of Brunswick County" prepared by the United
States Department of Agriculture Soil Conservation Service

TABLE 1
Double Ring infiltrometer Testing
Infiltration Basins at Carolina Place
Southport, North Carolina
Job No. 1063-05-501
Location: Basin 9 (P-4)
Date of Test: September 29, 2005 Inner Diameter of Inner Ring: 11 % inches
Depth of Test Below Site Grade: 12 inches Inner Diameter of Outer Ring: 22% inches
Depth of Water in Rings: 4% inches
Depth to Water: 41 inches
Average Infiltration Rate: 0.4 inch per hour
High Water Table: > 6 feet below land surface*
Soil Series: Newhan*
Note: * As interpolated from the "Soil Survey of Brunswick County" prepared by the United
States Department of Agriculture Soil Conservation Service

TABLE 2
Hand Auger Borings and Miunsell Soil Descriptions
Infiltration Basins at Carolina Place
Southport, North Carolina
Job Number 1063-05-501
Depth
Location(Inches) Hue Value/Chroma
P-1 0-48 2.5 Y 5/3
Basin 5
48-62 2.5 Y 4/2
62-84 2.5 Y 6/2
Soil Description
Light olive brown fine to medium SAND,
trace of silt with clay lumps
Dark grayish brown clayey fine to medium
SAND
Light brownish gray fine to medium SAND,
trace of clay
Water was encountered at a depth of 81" below the existing ground surface.
P-2 0-13
2.5 Y
4/2
Dark grayish brown fine to medium SAND,
Basin 6
trace of clay with shell fragments
13-20
2.5 Y
5/3
Light olive brown fine to medium SAND,
trace of silt with clay lumps
20-25
2.5 Y
6/3
Light yellowish brown fine to medium SAND,
trace of silt
25-49
2.5 Y
5/3
Light olive brown fine to medium SAND,
trace of silt with clay lumps
49-96
2.5 Y
4/3
Olive brown fine to medium SAND, trace of
silt with clay lumps
Water was encountered at a depth of 95" below
the existing ground surface.
P-3 0-18 2.5 Y 6/2 Light brownish gray fine to medium SAND,
Basin 7A trace of silt
18-24 2.5 Y 5/2 Grayish brown fine to medium SAND, trace
of clay
24-96 2.5 Y 5/3 Light olive brown fine to medium SAND,
trace of silt with clay lumps
No water was encountered to depth investigated.

TABLE 2
Job Number 1063-05-501
Page Two
Depth
Location
anches)
Hue
Value/Chroma
Soil Description
P-5
0-14
2.5 Y
3/1
Very dark gray fine to medium SAND, trace of
Basin 8
silt with a few organics
14-22
2.5 Y
4/3
Olive brown fine to medium SAND, some silt
with shell fragments
22-36
2.5 Y
4/2
Dark grayish brown fine to medium SAND,
some clay
36-72
2.5 Y
3/1
Very dark gray fine to medium SAND, trace of
clay
Water was
encountered
at a depth of 71 " below the existing ground surface.
P-4
0-14
2.5 Y
3/3
Dark olive brown fine to medium SAND,
Basin 9
some silt
14-24
2.5 Y
3/3
Dark olive brown fine to medium SAND,
some clay
24-36
2.5 Y
3/2
Very dark grayish brown Sandy CLAY
36-48
2.5 Y
2.5/1
Black fine to medium SAND, trace of silt
Water was encountered at a depth of 41" below the existing ground surface

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RE: Seaspray Cover Ph II & III @ Carolina Place (INFILTRATION...
Subject: RE: Seaspray Cover Ph II & III @ Carolina Place (INFILTRATION SITE VISIT)
From: "Robert Balland" <[e-mail]>
Date: Fri, 7 Oct 2005 13:16:45 -0400
To: "Linda Lewis" <[e-mail]>
i will see him there. Thank you.
VISIT)
-----Original Message -----
From: Linda Lewis [mailto:[e-mail]]
Sent: Fri 10/7/2005 1:09 PM
To: Robert Balland
Cc:
Subject: Re: Seaspray Cover Ph II & III Q Carolina Place (INFILTRATION SITE
Mr. Balland:
Vincent has scheduled a visit to this site for Monday, October 17 @9 am.
Please make arrangements to meet Vincent at the site at the specified
time. Please have all existing utility lines located and flagged if they
are within the areas to be investigated. Please have mechanized digging
equipment available if bore depths will exceed 51.
Please advise ASAP if this date and time are not convenient.
Linda
Robert Balland wrote:
>Linda:
>You and I spoke about this site a month or so and you did not'have any
>record of Vincent's field findings. The approved permit lists the
>elevations of the SHWT and not the depth in feet. The survey
>information that was used for Phase I design was from County topography
>with a 5' margin of error. Since there is a fair amount of releif from
>phase I to Phases II & III, the 5 foot error in elevation shows the SHWT
>being 1 foot out of the ground at some of the basins.
:?The Brunswick County Soil Survey shows the soils being Newhan (NhE) with
>a SHWT of >6.0 ft. It appears that somewhere between 5-6' was
>previously used for phase I. Call or e-mail me if you need additional
>information.
>Regards,
>
>Robert P Balland, EI, CECM
>Project Manager - Wilmington
>WK Dickson & Co., Inc.
>909 Market Street
>Wilmington, NC 28401
>910-762-4200 (0)
>910-762-4201 (F)
>910•-619-1186 (M)
>[e-mail]
> ----- Original Message ------
>From: Linda Lewis [mailto:[e-mail]]
1 of 3 10/7/2005 2:52 PM

RE: Seaspray Cover Ph II & III @ Carolina Place (INFILTRATION...
>Sent: Thursday, October 06, 2005 9:43 AM
>To: Robert Balland
>Subject: Re: Seaspray Cover Ph II & III @ Carolina Place (INFILTRATION
>SITE VISIT)
>Robert:
>Variations in design don't affect the location of the seasonal high
>water table or the infiltration rate. If Vincent's already been to the
>site, there's probably no need for him to go again. I'll check with him,
>but I also need for you to tell me what the term "substantial
>variations" means. Can you describe the changes? As you may or may not
>be aware, we are under certain travel restrictions mandated by the
>governor due to the high cost of gas, so it is imperative we find out
>all we can to make sure another site visit is warranted before we send
>Vincent out again.
>Linda
>Robert Balland wrote:
>>Linda:
>>Attached is a request for and infiltration site visit to a site that
>>has been previously permitted. Due to substantial variations from the
>>previously approved permit, we will be submitting a modification to
>>permit # SW8 040129 after the soils information is confirmed.
>>Thank you for your time.
>>Regards,
>>Robert P Balland, EI, CECM
>>Project Manager - Wilmington
>>WK Dickson & Co., Inc.
>>909 Market Street
>>Wilmington, NC 28401
>>910-762-4200 (0)
>>910-762-4201 (F)
5>910-619-1186 (M)
>>[e-mail] <mailto:[e-mail]>
>>THE ELECTRONIC FILES PROVIDED BY W.K. DICKSON & CO., INC. (WKD) TO
>>RECEIVING PARTIES ARE FOR COORDINATION PURPOSES ONLY. THE RECEIVING
>>PARTY AGREES NOT TO USE THESE DRAWINGS AND DATA, IN WHOLE OR IN PART,
>>FOR ANY PURPOSE OTHER THAN THE REFERENCED PROJECT. THE ELECTRONIC
>>MEDIA IS FURNISHED WITHOUT GUARANTEE OF COMPATIBILITY WITH THE
>>RECEIVING PARTY'S SOFTWARE OR HARDWARE, AND WKD'S SOLE RESPONSIBILITY
»FOR THE ELECTRONIC MEDIA IS TO FURNISH A REPLACEMENT FOR DEFECTIVE
>>DISKS WITHIN THIRTY (30) DAYS AFTER DELIVERY TO THE RECEIVING PARTY.
>>USE OF THESE MATERIALS FOR MODIFICATION, EXTENSION OR EXPANSION OF
>>THIS PROJECT OR ON ANY OTHER PROJECT, UNLESS UNDER THE DIRECTION OF
>>WKD SHALL BE WITHOUT LIABILITY TO WKD AND WKD'S SUBCONSULTANTS.
>>BECAUSE DATA STORED IN ELECTRONIC MEDIA FORM CAN BE ALTERED, EITHER
>>INTENTIONALLY OR UNINTENTIONALLY, BY TRANSCRIPTION, MACHINE ERROR,
>>ENVIRONMENTAL FACTORS, OR BY OPERATORS, IT IS AGREED THAT THE
>>RECEIVING PARTY SHALL INDEMNIFY, DEFEND, SAVE HARMLESS WKD, WKD'S
>>SUBCONSULTANTS, AND THE OFFICERS AND EMPLOYEES OF ANY OF THEM FROM. AND
>>AGAINST ANY AND ALL CLAIMS, LIABILITIES, DAMAGES, LOSSES AND COSTS,
>>INCLUDING, BUT NOT LIMITED TO COSTS OF DEFENSE, ARISING OUT OF CHANGE
>>OR MODIFICATIONS TO THE DATA IN ELECTRONIC MEDIA FORM IN THE RECEIVING
2 of 3 10/7/2005 2:52 PM

RE: Seaspray Cover Ph II & III @ Carolina Place (INFILTRATION...
>>PARTY'S POSSESSION OR RELEASED TO OTHERS BY THE RECEIVING PARTY AND
>>FOR ANY USE OF THE ELECTRONIC MEDIA AND PRINTED HARD COPY DRAWINGS AND
>>SPECIFICATIONS OUTSIDE THE LICENSE GRANTED BY THIS PROVISION. SHOULD
>>THE RECEIVING PARTY DISAGREE WITH STATEMENTS CONTAINED HEREIN, PLEASE
>>ADVISE US IN WRITING WITHIN TEN (10) DAYS AFTER RECEIPT OF THE DATA OR
>>THIS DISCLAIMER STANDS AS WRITTEN.
3 of 3 10/7/2005 2:52 PM

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Detailed Parcel Results
Pagel of 2
Parcei Information
Find Adjoining Parcels
Find parcels that are within 11 FEET of this parcel. Find P8rcels
(A value of 1 finds adjoining parcels.)
This data was last updated on July 25, 2005. Click here to create print page with map and tax
information.
Parcel Information
Parcel Number
2210005104
Sale Price
$0.00
Account Number
31217550
Plat Book & Page
B:0029 P:0431
Owner Name
WILMINGTON SUBDIVISION
COMPANY LLC
Legal Description
TR-2 30.81 ACRES PL 29/431
Acreage
30.81
Owner Mailing
Address
Deed Recorded
Date
M:5/31 /2001
Owner Mailing
Address 2
108 N. FRONT ST
1Parcel Address
City
WILMINGTON
State
NC
Zip Code
128401
Deed Book & Page
B:1467 P:0631 di
Ton of Page Close Parcel Information Window
Top of Page Close Parcel_. Information Window
Building Information
Heated Square
Feet
Exterior Wall
Type
Year Built
Neighborhood
Number
3004
Number of
Bedrooms
Municipality
Number of Full
Baths
Fire Tax District
ISOUTHPORT
Township
ISMITHVILLE
Story Height
Exterior Wall
Type
Top of Pace Close Parcel Information Window
Date/Time Stamp
The data effective
This map is prepared for the inventory of real property found within this jurisdiction, and is
date is:
compiled from recorded deeds, plats and other public records and data. Users of this map
'
are hereby notified that the aforementioned public primary information sources should be
http://gis.br-unsco.net/pareeldata.htm 8/22/2005

Detailed Parcel Results Page 2 of 2
August 22, 2005 IY I consulted for verification of the information contained on this map. The County assumes no
2:37:45 pm 7u1 25 2005 legal responsibility for the information contained on this map.
http://gis.brunsco.net/parceldata.htm 8/22/2005

Map Output
Pagel of 2
Brunswick County Parcels
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map is prepared for the inventory of real property found within this jurisdiction, and is compiled from recorded deeds, plats ar iet ,
As and data. Users of this map are hereby notified that the aforementioned public primary information sources should be con d i r
cation of the information contained on this map. The County assumes no legal responsibility for the Information contained on Wf nma
.nt date Is: 8/22/2005 The data effective date is: July 25, 2005
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