SW8080622_HISTORICAL FILE_20080918

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 OA0�D2Z.
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
& HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
lociS 0 % 9
YYYYMMDD

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
September 18, 2008
Stuart Cooke, Member -Manager
Shallotte Partners, LLC
1 Causeway Drive
Ocean Isle Beach, NC 28469
Subject: State Stormwater Management Permit No. SW8 080622
Calabash Town Center
High Density Commercial Wet Pond Project
Brunswick County
Dear Mr. Cooke:
e
-The Wilmington Regional Office received a complete State Stormwater Management Permit
Application for Calabash Town Center on September 18, 2008. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Session Law 2006-246 and Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW8 080622 dated September 18, 2008, for the construction and
operation of the subject project.
This permit shall be effective from the date of issuance until September 18, 2018, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the.form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Steve Pusey, or me at [phone].
Sincerely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/sgp: S:\WOS\STORMWATER\PERMIT\080622.sep08
cc: Brunswick County Inspections
Jeff Phillips, Brunswick County Engineering
Joseph K. Bland — Norris, Kuske, & Tunstall Consulting Engineers, Inc.
Steve Pusey
Wilmington Regional Office N n`hCarnlina
Central Files d✓�tura!/�
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwateroualitvorg Fax [phone]
An Equal Opportunity)AKrmative Action Employer - 50% Recycled110 % Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 080622
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL 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
Stuart Cooke & Shallotte Partners, LLC
Calabash Town Center
Clariday and Old Georgetown Road, Calabash, Brunswick County
FOR THE
construction, operation and maintenance of three (3) wet detention ponds in
compliance with the provisions of Session Law 2006-246 and 15A NCAC 2H .1000
(hereafter referred to as the "stormwater rules') and the approved stormwater
management plans and specifications and other supporting data as attached and on file
with and approved by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until September 18, 2018, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The subdivision is
permitted for 21 lots, each limited to a maximum amount of built -upon area as
indicated in Section 11.16 (f) of this permit. The stormwater control has been
designed to handle the runoff from 18.75 total acres of impervious area.
3. 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.
4. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
5. The built -upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent surface waters.
Page 2 of 10

State Stormwater Management Systems
Permit No. SW8 080622
la
The following design criteria have been provided in the wet detention ponds and
must be maintained at design condition:
a.
C.
d.
e.
f.
9-
h.
i.
1•
k.
I.
M.
n.
o.
P.
q.
r.
Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
Total Impervious Surfaces, acres:
Total Impervious Surfaces, ft2:
Buildings, ft2:
Roads, ft2:
Parking, ft2:
Sidewalks, ft2:
Other onsite, ft2:
Offsite, ft2:
Average Pond Design Depth, feet:
TSS removal efficiency:
Design Storm:
Permanent Pool Elevation, FMSL:
Permitted Surface Area @PP, ft2:
Permitted Storage Volume, ft3:
Storage Elevation, FMSL:
Predevelopment 1 year 24 hour:
Post development 1 year 24 hour:
Controlling Orifice:
Permanent Pool Volume, ft3:
Forebay Volume, ft3:
Maximum Fountain Horsepower:
Receiving Stream / River Basin:
Stream Index Number:
Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
Pond 1
Pond 2
Pond 3
14.376
12.509
4.126
626,214
544,902
179,722
0
0
0
8.999
7.468
2.291
391,603
325,321
99,789
40,586
53,669
23,192
43,860
35,848
5,770
89,026
80,455
30,751
5,911
6,868
3,316
0
0
0
212,220
148,481
36,760
5.3
5.4
4.15
90%
90%
90%
1.5
1.5
1.5"
45.0
45.0
46.0
26,607
25,972
10,526
53,980
46,001
19,079
46.75
46.5
47.5
5.69 cfs
5.62 cfs
3.04 cfs
4.19 cfs
1.46 cfs
0.77 cfs
3.5"0 pipe
3.5"0 pipe
1.75"0 pipe
140,916
141,286
43,636
29,616
25,686
8,288
1/2 HP
1/2 HP
1/6 HP
UT Shingletree Swamp
/ Lumber
15-23-2
"C; Sw"
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 does not exceed the maximum allowed by this permit. Once the lot
transfer is complete, the built -upon area may not be revised without approval
from the Division of Water Quality, and responsibility for meeting the built -upon
area limit is transferred to the individual property owner.
3. If an Architectural Review Board or Committee is set up by the permittee to
review plans for compliance with the BUA limit, the plans reviewed must include
all proposed built -upon area. Any approvals given by the Board do not relieve the
homeowner of the responsibility to maintain compliance with the permitted BUA
limit.
4. 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.
Page 3 of 10

State Stormwater Management Systems
Permit No. SW8 080622
5. 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.
6. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
7. The permittee shall submit for approval, final site layout and grading plans for
any permitted future development areas shown on the approved plans, prior to
construction.
8. 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.
9. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
10. 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.
11. 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.
12. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at optimum efficiency. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and re -vegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans.
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.
Page 4 of 10

State Stormwater Management Systems
Permit No. SW8 080622
13. Records of maintenance activities must be kept by the permittee. The records
will indicate the date, activity, name of person performing the work and what
actions were taken.
14. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance and inspection records for each BMP. The report
shall summarize the inspection dates, results of the inspections, and the
maintenance work performed at each inspection.
15. This permit shall become void unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and
other supporting data.
16. Prior to 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 080622, 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 for the outparcels shown on the approved
plans is listed as follows:
Off -Site Impervious Surface Allocation by Drainage Area
#1 #2 #3
Total Area 626,214SF or 14.376AC 544,902SF or 12.509AC 179,722SF or 4.126AC
Impervious Area Breakdown:
Buildings
40,586 SF or 0.932 AC
Roads
43,860 SF or 1.007 AC
Parking
89,026 SF or 2.044 AC
Sidewalks
5,911 SF or 0.136 AC
Lots
1-11
(Allotment)
212,220 SF or 4.872 AC
Total 391,603SF or 8.990AC
Impervious
53,669 SF or 1.232 AC
35,848 SF or 0.823 AC
80,455 SF or 1.847 AC
6,868 SF or 0.158 AC
12-20
148,481 SF or 3.409 AC
325,321 SF or 7.468AC
23,192 SF or 0.532 AC
5,770 SF or 0.132 AC
30,751 SF or 0.706 AC
3,316 SF or 0.076 AC
21
36,760 SF or 0.844 AC
99,789SF or 2.291AC
Page 5 of 10

State Stormwater Management Systems
Permit No. SW8 080622
Lot #
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
Off -Site Impervious Surface Allocation for Lots 1 Through 21
Lot Area
25,490 SF or 0.585 AC
21,232 SF or 0.487 AC
21,500 SF or 0.494 AC
21,500 SF or 0.494 AC
21,234 SF or 0.487 AC
29,574 SF or 0.679 AC
35,575 SF or 0.817 AC
30,206 SF or 0.693 AC
21,231 SF or 0.487 AC
21,500 SF or 0.494 AC
21,500 SF or 0.494 AC
21,500 SF or 0.494 AC
21,500 SF or 0.494 AC
21,500 SF or 0.494 AC
21,500 SF or 0.494 AC
21,500 SF or 0.494 AC
21,500 SF or 0.494 AC
21,500 SF or 0.494 AC
21,500 SF or 0.494 AC
21,231 SF or 0.487 AC
42,089 SF or 0.966 AC
Impervious Allocation
23,207 SF or 0.533 AC
16,534 SF or 0.380 AC
16,501 SF or 0.379 AC
16,500 SF or 0.379 AC
16,501 SF or 0.379 AC
24,305 SF or 0.558 AC
24,235 SF or 0.556 AC
24,950 SF or 0.573 AC
16,489 SF or 0.379 AC
16,499 SF or 0.379 AC
16,499 SF or 0.379 AC
16,499 SF or 0.379 AC
16,499 SF or 0.379 AC
16,499 SF or 0.379 AC
16,499 SF or 0.379 AC
16,499 SF or 0.379 AC
16,499 SF or 0.379 AC
16,499 SF or 0.379 AC
16,499 SF or 0.379 AC
16,489 SF or 0.379 AC
36,760 SF or 0.844 AC
% Impervious
91%
78%
77%
77%
78%
82%
68%
83%
78%
77%
77%
77%
77%
77%
77%
77%
77%
77%
77%
78%
87%
These allotted amounts include any built -upon area constructed within the
lot property boundaries, and that portion of the right-of-way between the
front lot line and the edge of the pavement. Built upon area includes, but
is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
g. 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.
h. Built -upon area in excess of the permitted amount will require a permit
modification.
i. Each lot within the subdivision whose ownership is not retained by the
permittee, must submit a separate Offsite Stormwater Management
Permit application package to the Division of Water Quality and receive a
permit prior to any construction on the lot.
j. The connection from the outparcel's collection system into the stormwater
control shall be made such that short-circuiting of the system does not
occur.
k. If permeable pavement credit is requested, the property owner must
submit a request, with supporting documentation, to the permittee and
receive approval prior to construction of BUA.
Page 6 of 10

State Stormwater Management Systems
Permit No. SW8 080622
17. 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 Register of Deeds.
18. Prior to 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.
19. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
C. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in a
pond is shown in Section 1.6 on page 3 of this permit.
20. If permeable pavement credit is desired, the permittee must submit a request to
modify the permit to incorporate such language as required by the Division of
Water Quality. The request to modify must include a soils report identifying the
type of soil, the Seasonal High Water Table elevation and the infiltration rate.
Upon the successful completion of a permit modification, the individual lot
owners that request to utilize permeable pavements must submit the necessary
forms and documentation to the permittee and receive approval prior to
construction of the permeable pavement.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form signed by both parties, to the
Division of Water Quality, accompanied by the supporting documentation as
listed on page 2 of the form. 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 permit conditions until such
time as the Division approves a request to transfer the permit.
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) having 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.
Page 7 of 10

State Stormwater Management Systems
Permit No. SW8 080622
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
12. The permittee shall submit a permit renewal application at least 180 days prior to
the expiration date of this permit. The renewal request must include the
appropriate documentation and the processing fee.
Permit issued this the 18th day of September, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 8 of 10

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
,- a
1 _5 oS.-00
ZZ
NKT #07128
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):
Shallotte Partners LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Stuart Cooke Member Manager
3. Mailing Address for person listed in item 2 above:
1 Causeway Drive
City: Ocean Isle Beach State: NC Zip: 28469
Phone: (910 ) 579-2800
Email: N/A
Fax: ( ) N/A
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Calabash Town Center
5. Location of Project (street address):
Clariday and Old Georgetown Road
City: Calabash County: Brunswick
6. Directions to project (from nearest major intersection):
Project resides at the NW comer of NC 179 Business (Old Georgetown Road) and SR 1164 (Clariday Road).
7. Latitude: 330 54' 0" N Longitude: 780 33' 6"W of project
8. Contact person who can answer questions about the project.
Name: Toseph K. Bland El Telephone Number: (910 1 287-5900
IL PERMIT INFORMATION:
1. Specify whether project is (check one): ®New []Renewal []Modification
MAR 1 /* J008
Form SWU-101 Version 8.07 Page 1 of J�:

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number N/A and its issue date (if known) N/A
3. Specify the type of project (check one):
[]Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP []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.
Stormwater ponds
2. Stormwater runoff from this project drains to the Lumber River basin.
3. Total Site Area: 35 acres 4. Total Wetlands Area: 0 acres
5. 100' Wide Strip of Wetland Area: 0 acres (not applicable if no wetlands exist on site)
6. Total Project Area**:35 acres 7. Project Built Upon Area: 54.74 %
8. How many drainage areas does the project have? 3
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
UT of Shingletree Swamp
UT of Shingletree Swamp
Receiving Stream Class
C; SW
C; SW
Drainage Area (so
626,214
544,902
Existing Impervious* Area (so
0
0
Proposed Impervious*Area (so
391,603
325,321
% Impervious* Area (total)
62.54
59.70
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (sf)
40,586
53,669
On -site Streets (so
43,860
35,848
On -site Parking (so
89,026
80,455
On -site Sidewalks (so (Future) Phase 2
5,911
6,868
Other on -site (sf)
0
0
Off -site (sf)
212,220
148,481
Total (so:
391,603
325,321
Form SWU-101 Version 8.07 Page 2 of 4

Project Name: Calabash Town Center
Permit No.
(to be provided by DWQ)
NKT Project li 07128
Basin Information
Drainage Area 3
Drainage Area
Receiving Stream Name
UT of Shingletree Swamp
Receiving Stream Class
Q SW
Drainage Area (so
179,722
Existing Impervious* Area (so
0
Proposed Impervious"Area (so
99,789
% Impervious* Area (total)
55.52
Impervious* Surface Area
Drainage Area 3
Drainage Area
On -site Buildings (so
23,192
On -site Streets (SO
5,770
On -site Parking (so
30,751
On -site Sidewalks (so (Future) Phase 2
3,316
Other on -site (so
0
Off -site (so
36,760
Total (so:
99,789
SWU-101 Section III (9) Continued
Additional Drainage Areas

Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
"Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation.
10. How was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following 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.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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 SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Welland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Form SWU-101 Version 8.07 Page 3 of

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 Office. (Appropriate office may be found by locating project on the
interactive online map at http7//h2o.enr.state.nc.us/su/msi maps.htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form ,Xg4 AAA---'
• Original and one copy of the Deed Restrictions & Protective Covenants Form A% 14
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP k
• Permit application processing fee of $505 ($4,000 for Express) payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/management /uy
• Copy of any applicable soil report n114'
• Two copies of plans and specifications (sealed, signed & dated), including:
- Development/ Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished Floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
J. Phillip Norris
Designated agent (individual or firm):Norris Kuske & Tunstall Consulting Engineers Inc
Mailing Address: 902 Market Street
City: Wilmington State: NC Zip: 28401
Phone: (910 ) 343-9653
Email: pnorris®nkbeng.com
VIIl. APPLICANT'S CERTIFICATION
Fax: (910 ) 343-9604
I, (print or type name of person listed in General Information, item 2) Stuart Cooke Member Manager ,
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be c nstructed in conformance with the approved plans, that the required deed restrictions
and protective cov will be recorded, and that th proposed project complies with the requirements of 15A
NCAC 2H .1000.
c: �ti,ro 1// '/i/✓Gli`G<� Date:
Form SWU-101 Version 8.07 Page 4 of

J. Phillip Norris, P.E.
NORRIS, KUSKE & TUNSTALL John S. Tunstall, P.E. John A. Kuske, III, P.E.
James T. Pyrtle, P.E. Kent P. Harrell, P.E.
CONSULTING ENGINEERS, INC. James L. Lewis, Jr., P.E. J.A. Kuske, P.E.
902 Market Street • Wilmington, NC 28401-4733 • Phone [phone] • Fax [phone]
E-Mail: [e-mail]
LETTER OF TRANSMITTAL
To:
Mr. Steve Pusey
Date: September 16, 2008
Job No. 07128
NC DENR / Div.
of Wtr Quality / Wtr Quality Sect
subiect: Calabash Town Center
127 Cardinal Drive Extension
Calabash, NC
Wilmington, NC
28405-3845
WE ARE SENDING YOU VIA MAIL
® ATTACHED ❑ UNDER SEPARATE COVER
❑ SHOP DRAWINGS ❑ PRINTS ❑ TRACINGS
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER
❑
FAX TRANSMITTAL: NUMBER OF PAGES
INCLUDING THIS TRANSMITTAL
Call 910-287-5900 If you have any difficulty
receiving this message.
COPIES
DATE
NO.
DESCRIPTION
2
Sheet C26 Pond Details
2
Sheet C27 Pond Details
P I b 2008
Y:
❑
❑
AS REQUESTED
FOR YOUR USE
® FOR REVIEW AND APPROVAL ❑ FOR APPROVAL
❑ FOR BIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS: Revised Pond notes per your request.
CC:
SIGNED JOS h K. 61an" d, Pro /ngineer / neh
CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privileged and confidential, intended for the sole use of the
addressee. If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination,
distribution or copying of this document is strictly prohibited. If you have received this document in error please immediately notify the sender and
return to the address above.

Re: Calabash Town Center
Subject: Re: Calabash Town Center
From: Steve Pusey <[e-mail]>
Date: Fri, 12 Sep 2008 14:21:05 -0400
To: Jody Bland <[e-mail]>
CC: Linda Lewis <Linda.Lewis@ncmail. net>, Georgette Scott <[e-mail]>
Jody,
I finally have some information for you concerning the synthetic liner. Please add
the following verbage to your plans and specifications:
First, as per your last e-mail, make sure that you add the following statement:
"If a synthetic liner is to be used, an Akwaseal geosynthetic clay liner (GCL) is
preferred. This liner has been approved by NKT and DWQ. In order to install an
alternative synthetic liner, Contractor must submit a package for review by both
NKT and NCDENR prior to construction."
Also, please add:
"In reference to synthetic or geosynthetic clay liners (GCL), the Consultant must
observe the installation of the liner and certify that it has been properly
installed."
Basically, the Contractor is going to have to notify you when the liner will be
placed so that you can observe its installation.
I hope this is not a problem for you
Thanks,
Steve
Jody Bland wrote:
Hi Steve,
Please advise if you have any questions.
I'm going to revise the note to indicate the Akwaseal liner as the preferred
choice and I've indicated that this particular liner has already been
approved by both NKT and NCDENR DWQ. If the contractor would like to install
"an alternative liner" then they will be required to submit a package for.
.review by both NKT and NCDENR prior to construction.
We don't want to represent a single/ particular liner company as the only
approved liner type since this is not the case.
Thanks,
Jody Bland
NKT
-----Original Message -----
From: Steve Pussy(mailto:[e-mail]] Sent: Wednesday, September
10, 2008 12:33 PM
To: Jody Bland
Subject: Calabash Town Center
Jody,
I need a couple things on the subject project.
First, can you please specify your choice of synthetic pond liner on the detail
plans? we think it would be much better than just leaving that up to the
contractor.
Second, can you e-mail me a copy of the "Deed Restrictions" document in Word
I oft 9/18/2008 1:39 PM

V
[fwd: Re: C ibash Town Center]
c,
Subject: [Fwd: Re: Calabash Town Center]
From: Steve Posey <[e-mail]>
Date: Thu, 11 Sep 2008 10:51:22 -0400
To: Linda Lewis <[e-mail]>
Linda,
Please reference the attached e-mail from NKT
for the drawings?
Thanks,
Steve
Steve Pusey
Environmental Engineer
NCDENR - Division of Water Quality
Wilmington Regional Office
910-796-7334
Subject: RE: Calabash Town Center
From: "Jody Bland" <[e-mail]>
Date: "Chu, 11 Sep 2008 10:36:51 -0400
To: "'Steve Posey"' <[e-mail]>
Hi Steve,
Will this language be acceptable
I'm going to revise the note to indicate the Akwaseal liner as the preferred
choice and I've indicated that this particular liner has already been
approved by both NKT and NCDENR DWQ. If the contractor would like to install
"an alternative liner" then they will be required to submit a package for
review by both NKT and NCDENR prior to construction.
We don't want to represent a single/ particular liner company as the only
approved liner type since this is not the case.
Thanks,
Jody Bland
NKT
-----Original Message -----
From: Steve Pusey 6railto:Steven. [e-mail]]
Sent: Wednesday, September 16, 2008 12:33 PM
To: Jody Bland
.Subject: Calabash Town Center
Jody,
I need a couple things on the subject project.
First, can you please specify your choice of synthetic pond liner on the
detail plans? We think it would be much better than just leaving that
up to the contractor.
Second, can you e-mail me a copy of the "Deed Restrictions" document in
Word format?
I oft 9/11/2008 12:21 PM

[Fwd: Re, Calabash Town Center]
Give me a call if you have any questions.
Much thanks,
Steve
Steve Pusey
Environmental Engineer
NCDENR - Division of Water Quality
Wilmington Regional Office
910-796-7334
Re: Calabash Town Center Content -Type: message/rfc822
Content -Encoding: 7bit
2 of 2 9/ 11 /2008 12:21 PM

J. Phillip Norris, P.E
NORRIS, KUSKE & TUNSTALL John S. Tunstall, P.E. John A. Kuske, III, P.E.
James T. Pyrtle, P.E. Kent P. Harrell, P.E.
CONSULTING ENGINEERS, INC. James L. Lewis, Jr., P.E. J.A. Kuske, P.E.
902 Market Street •Wilmington, NC 28401-4733 • Phone [phone] • Fax [phone]
E-Mail: [e-mail]
LETTER OF TRANSMITTAL
To: Steve Pusey
Date: September 8, 2008
Job No. 07128
NC DENR
subject: Calabash Town Center
Brunswick County, NC
SW8-080622- ,'
WE ARE SENDING YOU VIA UPS
® ATTACHED ❑ UNDER SEPARATE COVER
❑ SHOP DRAWINGS ® PRINTS ❑ TRACINGS
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER
❑
FAX TRANSMITTAL: NUMBER OF PAGES
INCLUDING THIS TRANSMITTAL
Call 910-343-9653 if you have any difficulty
receiving this message.
COPIES
DATE
NO.
DESCRIPTION
1
08-05
Akwaseal Pond Liner Technical Data Sheet
1
Akwaseal Pond Liner Brochure
1
08-05
Akwaseal Pond Liner Comparison Sheet
2
09-05-08
R3
C26 - Pond Details
2
09-05-08
R3
C27 - Pond Details RECEIVED
SEP 0 9 2008
BY-
❑ AS REQUESTED
❑ FOR YOUR USE
® FOR REVIEW AND APPROVAL ❑ FOR APPROVAL
❑ FOR BIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS: Per your e-mail request of September 4, 2008 and Jody's e-mail to you of September 8, 2008. Please let
us know if you need any additional information. Thank you.
CC:
SIGNED Joseph K. Bland / asn
CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privileged and confidential, intended for the sole use of the
addressee. If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination,
distribution or copying of this document is strictly prohibited. If you have received this document in error please immediately notify the sender and
return to the address above.

NORRIS, KUSKE &TUNSTALL,
CONSULTING ENGINEERS, INC.
August 27, 2008
Mr. Steve Pusey
NC DENR
Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Calabash Town Center
Calabash, NC
NKT Project No. 07128
Dear Mr. Pusey:
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S. Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
In response to your August 18, 2008 email, enclosed are two (2) sets of plans indicating
the addition of the clay liner details for Pond #2 and Pond #3 per your request.
Please contact us if you have any questions or comments. Thank you for, your
assistance on this project.
Sincerely,
NORRIS, KUSKE & TUNSTALL
CONSULTING ENGINEERS, INC.
�i
Joseph K. Bland, Project Engineer
X131neh
07128 08-27-081tr
RECr'1[VE]D
BY:
SEP 0 2 2008
902 Market Street • Wilmington, NC 28401-4733 • Phone: [phone] • Fax: [phone]

Calabash Town Center - Additional Info Reqd.
Subject: Calabash Town Center - Additional Info Reqd.
From: Steve Pusey <[e-mail]>
Date: Mon, 18 Aug 2008 16:42:33 -0400
To: Jody Bland <[e-mail]>
Jody,
The Wilmington Regional Office received the previously requested information
regarding the State Stormwater Management Permit Application for Calabash Town
Center on July 14, 2008. A preliminary review of that information has determined
that the application is not complete. The following information is needed to
continue the review: t
A clay liner has been proposed for Pond #3. We will need to review plans showing
details of this liner. Please note that the clay liner must be positioned around
the entire bottom of the pond up to the SHWT. Furthermore, Pond #2 will also need
a similar design or alternative in order to provide enough storage volume above the
SHWT.
The requested information should be received in this Office prior to September 12,
2008, or the application will be returned as incomplete. The return of a project
will necessitate resubmittal of all required items, including the application fee.
Please advise if additional time is needed.
Best regards,
Steve
Steve Pussy
Environmental Engineer
NCDENR - Division of Water Quality
Wilmington Regional Office
910-796-7334
1 of 1 8/18/2008 4:42 PM

i
NORRIS, KUSKE &TUNSTALL.
CONSULTING ENGINEERS, INC,
July 8, 2008
Mr. Steve Pusey
NC DENR / Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Calabash Town Center
State Project No. SW8 080622
Calabash, NC
NKT Project No. 07128
Dear Mr. Pusey:
JUL 1 4 2008
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S. Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
In response response to your July 7, 2008 emailed comments, the following response is offered:
,/ 1. The name Calabash Town Center has been indicated on all plans.
2. The typical pond cross sections have been modified showing that the berm / wier
elevation between the main pond and forebay is at the normal pool elevation.
The SHWT elevations have been indicated on all cross sections.
3. Weir elevations are not applicable to the outlet structures.
J? 4. SHWT elevations have been indicated on the revised pond cross sections. Since
the SHWT at the Pond #3 location is roughly 2 feet above normal pool elevation
a clay liner has been specified from the normal pool elevation to the SHWT
elevation to prevent groundwater seepage. See Note #4 Sheet C27.
/ 5. All metes and bounds have been indicated.
6. All roof drainage will be diverted to the parking areas for stormwater collection.
All diversion will take place utilizing sheet flow and positive drainage to the
parking areas. See Note #7 Sheets C1 and C1A.
7. All applications, supplements, etc., reflect the project name as "Calabash Town
Center".
Please contact us if you have any further questions or comments. Thank you for your
assistance on this project.
902 Market Street • Wilmington, NC 28401-4733 • Phone: [phone] • Fax: [phone]

Mr. Steve Pusey / NCDENR
July 8, 2008
NKT Project # 07128
Page 2
Sincerely,
NORRIS, KUSKE & TUNSTALL
CONSULTING ENGINEERS, INC.
Joseph K. Bland, Project Engineer
JKB/neh
07128 07-08-08-s-sw-resp-Itr
cc: Mr. Jim Meyers / Shallotte Partners, LLC

rFq
Mr. Stuart Cooke,
Shallotte Partners,
1 Causeway Drive
Ocean Isle Beach,
Member/Manager
LLC
NC 28469
July 8, 2008
Subject: Request for Additional Information
Stormwater Project No. SW8 080622
Calabash Town Center
Brunswick County
Dear Mr. Cooke:
Michael F. Dsley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
The Wilmington Regional Office received a State Stormwater Management Permit Application
for Calabash Town Center on June 9, 2008. A preliminary review of that information has
determined that the application is not complete. The following information is needed to
continue the stormwater review:
1. Please provide project name "Calabash Town Center" in title block on plans.
2. Please show seasonal high water table (SHWT) and weir elevation between the main
pond and forebay on the section detail of pond. Please provide SHWT in units of feet
mean sea level (fmsl).
3. Please show the weir elevation on the outlet structure detail, if applicable.
4. SHWT appears to be above the permanent pool elevation of the pond. Please verify
that SHWT is at or below the permanent (normal) pool elevation. Please provide SHWT
in units of feet mean sea level (fmsl).
5. Please provide property / project boundary lines, bearings, and distances.
6. All roof drainage must be directed to the pond. Please show the roof drain collection
lines on the plan.
7. Please note that a revision to one Itumber may have a domino effect on other numbers;
which may require revision of the applications, calculations, supplements, plans, details,
and associated documentation. Please verify all numbers are correct to ensure
consistency in the application documents.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to August 1, 2008 or the
application will be returned as incomplete. The return of a project will necessitate resu bmittal of
all required items, including the application fee.
If you need additional time to submit the information, please mail, email 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 pe rmit. N�o�`1,Carolina
�V turalljl
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwateraualitv.org Fax [phone]"7-623-6748
An Equal Opportunity/Affirmative Action Employer— 50%Recycled110°/ Post Consumer Paper

Stuart Cooke
July 8, 2008
Stormwater Application No. SW8 080622
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone] or email me at your email address here.
Sincerely,
Steve G.Pusey
Environmental Engineer
ENB/sgp: S:\WQS\STORMWATERWDDINFO\2008\080622.ju108
CC: Joseph K. Bland - NKT Consulting Engineers, Inc.
Steve Pusey
Wilmington Regional Office
Page 2 of 2

NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC,
June 6, 2008
Ms. Linda Lewis, Environmental Engineer
NC DENR / Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Calabash Town Center
Calabash, NC
NKT Project No. 07128
Dear Ms. Lewis:
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S. Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
RLL%cT1-, 7, TTD
y v 11�
]BY!
JUN 1, 9 2008
In follow-up to our May 19, 2008 response letter to your attention, enclosed is a copy of
the Stormwater Infiltration Study as prepared by Land Management Group. This should
complete the items included in your comment email of March 28, 2008.
Please contact us if you have any further questions or comments. Thank you for your
assistance on this project.
Sincerely,
NORRIS, KUSKE & TUNSTALL
CONSULTING ENGINEERS, INC.
Joseph K. Bland, E.I.
JKB/neh
07128 06-06-08 s sw response ttr
cc: Mr. Scott Atkinson / Shallotte Partners, LLC
902 Market Street • Wilmington, NC 28401-4733 • Phone: [phone] • Fax: [phone]

SCANNED Yl � 1�
LMG
LAND tMANAGEMENT GROUP INC.
Environmental Consultants
May 28, 2008
Jody Bland
Norris, Kuske & Tunstall
902 Market Street
Wilmington, NC 28401
RECEIVED
JUN ®4 2W
Reference: Stormwater Infiltration Study at Clariday Rd. & Old Georgetown Rd. in Calabash,
Brunswick County, NC
Dear Jody,
Recently Land Management Group, Inc. had the pleasure of evaluating the above
mentioned parcel. The purpose of the evaluation was to describe the soil profile and quantify the
depth to the seasonal high water table at selected locations. I offer the following comments.
The soils at this site are mapped as Murville and Leon soil series in the Soil Survey of
Brunswick County (USDA, 1986). An investigation of the site confirms the presence of Murville
and Leon soils as described in the attachments. Boring #1 appears to be Leon soil series and has
an estimated seasonal high water table that is at least 18" from the soil surface. Borings #2 & 3
appear to be the Murville soil series and have an estimated seasonal high water table of
approximately 12" from the soil surface. Please do not hesitate to contact me if you have any
questions with this report. I may be reached at 910-452-0001 or at [e-mail]
Sincerely,
Kurt Evers
Environmental Scientist
',v-,vvv.!ng(cup.nat G [e-mail] a Phone: [phone] o Fax: [phone]
n-- c..;;-, t : tn;uminntnn. UC 28403 0 P.O. Box 2522, Wilmington, NC

Profile
Boring 1, Linear side slope, 0-2% slope.
A 0-6" Sand, gr, vfr, ns, np, 1 OYR 4/1
E 6-18" Sand, single grained, vfr, ns, up, IOYR 7/1
P �a Bh 1 18-24" Sand, massive, fr, weakly cemented, ns, np, 1 OYR 3/2
E' 24-32" Sand, single grained, fr, ns, np, 10YR 4/2
Bh2 32-60" Sand, massive, weakly cemented, ns, np, 1 OYR 2/1
Estimated seasonal high water table: 18"
Boring 2, Linear side slope, 0-2% slope.
y A 0-10" Mucky fine sand, gr, vfr, 5YR 2/1
Bhl 10-36" Fine sand, massive, vfr, coated sand grains, 5YR 2/1
Bh2 36-60" Fine sand, massive, vfr, coated sand grains, 5YR 3/2
Estimated seasonal high water table: <12"
Boring 3, Linear side slope, 0-2% slope.
A 0-12" Mucky fine sand, gr, vfr, 5YR 2/1
Blil 12-42" Fine sand, massive, vfr, coated sand grains, 5YR 2/1
Bh2 42-60" Fine sand, massive, vfr, coated sand grains, 5YR 3/2
Estimated seasonal high water table: <12"

"�`�- µr.

OF WATER
�Oar1/��G
�I�y
Date:
Project Name: �,l�GAB�iSf/ /O�./.J CErITE/
Project No: �5Gy80�0� Z z County:
The Wilmington Regional Office of the Division of Water Quality received
your Stormwater Permit Application 4 $505 fee on 6 — % — 6'� X
Your project will be reviewed within 75 days of receipt Q you will be notified
if additional information is needed. Please be advised that the construction
of built -upon area may not commence until the Stormwater Permit is issued.
If you have any questions, please contact any member of the Stormwater
review staff in the Wilmington Regional Office at [phone].
Jo Casmer
Administrative Assistant
SHALLOTTE PARTNERS LLC
1 CAUSEWAY DRIVE
OCEAN ISLE BEACH, NC 28469
PAY
TO THE NC DENR
ORDER OF
1127
67-7235-2532
DATE 3-10-08
$'505.00
Five hundred five 5 00/100--------------------------------------- DOLLARS 8 ::
CoastatFederal
SBank
�r SHE Bo�zZ-
FOR Stormwater Application Fee

Calabash Town Center
Subject: Calabash Town Center
From: Linda Lewis <[e-mail]>
Date: Tue, 20 May 2008 15:26:00 -0400
To: Jody Bland <[e-mail]>
Jody:
Just a reminder- Vincent only verifies SHWT for infiltration sites, not for wet
ponds. You'll still need a soils report with the SHWT approximated at the pond
location and/or immediately adjacent the wetland.
Linda
1 of 1 5/20/2008 3:26 PM

NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC.
May 19, 2008
Ms. Linda Lewis, Environmental Engineer
NC DENR / Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Calabash Town Center
Calabash, NC
NKT Project No. 07128
Dear Ms. Lewis:
In response to your March 28, 2008 email, the following is offered:
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S. Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
1. The Land Management Group has been contracted to perform a SHWT
determination. The Land Management Group has requested a field meeting with
Mr. Vince Lewis with NCDENR; that meeting is pending at this time.
2. The executed deed restrictions are enclosed.
3. The energy dissipater was included in the original drawings that were submitted.
Please see Sheet C23 lower left hand corner.
Please contact us if you have any further questions or comments. Thank you for your
assistance on this project.
Sincerely,
NORRIS, KUSKE & TUNSTALL
CONSULTING ENGINEERS, INC.
Joseph K. Bland, E. I.
07128 05-19-08 s sw response Ilr
cc: Mr. Scott Atkinson / Shallotte Partners, LLC
[11R CE7
MAY 2 0 2008
902 Market Street • Wilmington, NC 28401-4733 • Phone: [phone] • Fax: [phone]

l.[: Calabash Town Center
Subject: Re: Calabash Town Center
From: Linda Lewis <[e-mail]>
Date: Fri, 09 May 2008 09:22:39 -0400
To: Jody Bland <jbland @nkteng.com>
Thanks, Jody.
Don't forget to have those deed restrictions signed and notarized before you submit
them with the package.
Linda
Jody Bland wrote:
Hi Linda,
Sorry it has taken me awhile to respond.
1. NKT has contracted with Land management group to perform a soils
evaluation. Currently LMG has set up a field visit with Mr. Lewis
from
NCDENR. NKT is still awaiting the field evaluation to be performed.
2. After numerous reviews and corrections. The deed restrictions
are
attached.
3. Please see sheet C23 of our plan submittal bottom left hand
corner for
the energy dissipater detail.
Feel free to contact'me if you have any questions.
Thanks,
Jody Bland
Norris, Kuske, & Tunstall
Consulting Engineers Inc
91-343-9653
-----Original message -----
From: Linda Lewis [mailto:[e-mail]] Sent: Friday,
March 28, 2008 2:08 PM
To: Jody Bland
Subject: Calabash Town Center
Jody:
Please correct something for me- do I call you Jody or Joe or
Joseph and is this the correct email address?
In regards to the stormwater application you submitted on March 14,
2008, for the subject project. The application is incomplete and
cannot be accepted for review until the following items are
a
I of 2 5/9/2008 9:22 AM

R Calabash Town Center
submitted:
1. A soils report indicating the SHWT.
2. Deed restrictions for the lots.
3. A detail for the energy dissipator.
Linda
2 of 2 5/9/2008 9:22 AM

Section 1. All Lots must adhere to all regulations as imposed by local, state or
federal agencies. In the event of a conflict, such agency regulations will supercede any
condition outlined in these covenants and restrictions.
(a) The following covenants are intended to ensure ongoing compliance with
the State of North Carolina Storm Water Management Permit Numbers
as issued by the Division of Water Quality
under 15A 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 Storm Water
Management rules.
(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 Storm Water may not be altered or rescinded
without the express written consent of the State of North Carolina,
Division of Water Quality.
(e) Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
(f) The maximum built upon area (BUA) per lot is as follows:
Calabash Town Center
Drainage Area Data
Drainage Area #1
Drainage Area = 626,214 SF or 14,376 AC
Impervious Area Breakdown
Buildings
= 40,586 SF or 0.932 AC
Roads
= 43,860 SF or 1.007 AC
Parking
= 89,026 SF or 2.044 AC
Sidewalks
= 5,91 ] SF or 0.136 AC
Lots 1— 1 (Allotment)
= 212,220 SF or 4.872 AC
TOTAL = 391,603 SF or 8.990 AC

Drainage Area #2
Drainage Area = 544,902 SF or 12.509 AC
Impervious Area Breakdown
Buildings
= 53,669 SF or
1.232 AC
Roads
= 35,848 SF or
0.823 AC
Parking
= 80,455 SF or
1.847 AC
Sidewalks
= 6,868 SF or
0.158 AC
Lots 12-20(Allotment)= 148,481 SF or
3.409 AC
TOTAL = 325,321 SF or 7.468 AC
Drainage Area #3
Drainage Area=179,722 SF or 4.126 AC
Impervious Area Breakdown
Buildings
Roads
Parking
Sidewalks
Lot 21 (Allotment)
TOTAL
= 23,192 SF or 0.532 AC
= 5,770 SF or 0.132 AC
= 30,751 SF or 0.706 AC
= 3,316 SF or 0.076 AC
= 36,760 SF or 0.844 AC
= 99,789 SF or 2.291 AC
These allotted amounts include any built upon area constructed with the 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, coquina and parking areas, but does not
include raised, open wood decking, or the water surface of swimming pools.
(g) In the case of a lot within CAMA's regulated AEC, if the built -upon area
for that lot, as calculated by CAMA, is less that the amount shown in these
restrictions, the most restrictive BUA will be the maximum permitted for
that lot.
(h) Filling in or piping any vegetative conveyances (ditches, swales, etc.)
associated with the development except for average driveway crossings, is
strictly prohibited by any persons.

I
Lot #
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
(i) All runoff from 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 the 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.
CALABASH TOWN CENTER
NKT # 07128
Off -Site Impervious Surface Allocation for Lots 1 Through 21
Lot Area
25,490 SF
or
0.585 AC
21,232 SF
or
0.487 AC
21,500 SF
or
0.494 AC
21,500 SF
or
0.494 AC
21,234 SF
or
0.487 AC
29,574 SF
or
0.679 AC
35,575 SF
or
0.817 AC
30,206 SF
or
0.693 AC
21,231 SF
or
0.487 AC
21,500 SF
or
0.494 AC
21,500 SF
or
0.494 AC
21,500 SF
or
0.494 AC
21,500 SF
or
0.494 AC
21,500 SF
or
0.494 AC
21,500 SF
or
0.494 AC
21,500 SF
or
0.494 AC
21,500 SF
or
0.494 AC
21,500 SF
or
0.494 AC
21,500 SF
or
0.494 AC
21,231 SF
or
0.487 AC
42,089 SF
or
0.966 AC
Impervious Allocation
23,207 SF
or
0.533 AC
16,534 SF
or
0.380 AC
16,501 SF
or
0.379 AC
16,500 SF
or
0.379 AC
16,501 SF
or
0.379 AC
24,305 SF
or
0.558 AC
24.235 SF
or
0.556 AC
24,950 SF
or
0.573 AC
16,489 SF
or
0.319 AC
16,499 SF
or
0.379 AC
16,499 SF
or
0.379 AC
16,499 SF
or
0.379 AC
16,499 SF
or
0.379 AC
16,499 SF
or
0.379 AC
16,499 SF
or
0.379 AC
16,499 SF
or
0.379 AC
16,499 SF
or
0.379 AC
16,499 SF
or
0.379 AC
16,499 SF
or
0.379 AC
16,489 SF
or
0.379 AC
36,760 SF
or
0.844 AC
% Impervious
91%
78%
77%
77%
78%
82%
68%
83%
78%
77%
77%
77%
77%
77%
77%
77%
77%
77%
77%
78%
87%

BRUNSWICK COUNTY
NORTH CAROLMA AGREEMENT
This Agreement made and entered into thisZ4 day of April 2008 by and between
INTEGRATED PROPERTIES LLC, hereinafter referred to as INTEGRATED, and
JAMES B.MYERS III, STUART F. COOKE, JEFFREY A. MILLIKEN and PATRICK
J. BALLANTME, hereinafter referred to as SELLERS.
WITNESSETH
Whereas the Sellers are the sole members and managers of Shallotte Partners LLC, and
Whereas the sellers desire to sell and convey their respective membership interest in
Shallotte Partners LLC. and
Whereas Integrated is an LLC owned and controlled by James B. Myers III and David L.
Myers, and
Whereas Integrated desires to acquire 100% of the membership interest and complete
ownership of Shallotte Partners LLC,
NOW THEREFORE in consideration of the premises and the mutual covenants
hereinafter set out, the parties agree as follows:
I. The sellers agree to assign and transfer all of their respective membership interest
in Shallotte Partners LLC to Integrated.
2. The real property owned by Sballotte Partners LLC is subject to a note and deed
of trust in favor of New Bridge Bank in Wilmington, N.C. in the face amount of
$6,300,000.
3. Integrated agrees to assume the aforesaid indebtedness to New Bridge Bank and
to cause New Bridge Bank to release the Sellers from their respective guarantees
of said indebtedness.
4. The Sellers represent that the aforesaid indebtedness and the real property taxes
are the only liens on the property, and that Shallotte Partners LLC has no further
financial or other obligations of any kind.
5. The Parties agree to complete the transfer of Membership Interest and other
requirements of this Agreement not later than , 2008.

In Witness Whereof, the Parties have set their hands and seals the day first above written
TED PROPERTIES. LLC
Manager
Manager
Patrick J. Ballantine

In Witness Whereof, the Parties have set their hands and seals the day first above written
Myers,
Je y A it '
'ck l Ball tine
III, Manager

BRUNSWICK COUNTY
ASSIGNMENT
NORTH CAROLINA
For valuable consideration. receipt for which is herewith acknowledged, Patrick J. Ballantine,
MembedManager, does herewith bargain, convey and assign all his right, duties, title and twenty
five percent (25%) ownership interest in and to Shallotte Partners, LLC, a North Carolina limited
liability company, to Integrated Properties, LLC, a North Carolina limited liability company.
James B. Myers UI, and David L. Myers, Member/Managers of Integrated Properties, LLC, do
herewith execute this assignment for the sole purpose of consenting to this assignment and
acknowledging that they will perform and be responsible for all of the rights and duties of
Shallotte Partners, LLC.
A?
This 2 �ay of r ° / 2008.
Shallotte Pirta�en%.
Patrick J. Ballamine, Member/Manager L

BRUNSWICK COUNTY
ASSIGNMENT
NORTH CAROLINA
For valuable consideration, receipt for which is herewith acknowledged, Jeffrey A Milliken,
Member/Manager, does herewith bargain, convey and assign all his right, dudes, title and twenty
five percent (25%) ownership interest in and to Shallone Partners, LLC, a North Carolina limited
liability company, to Integrated Properties, LLC, a North Carolina limited liability company.
James B. Myers III, and David L. Myers, Member/Maaagers of Integrated Properties, LLC, do
herewith execute this assignment for the sole purpose of consenting to this assignment and
acknowledging that they will perform and be responsible for all of the rights and duties of
Shallotte Partners, LLC.
1
This Tit day of , 2009.
Shallotte Partners, LLC
By
Jef li6,en, Member anager

BRUNSWICK COUNTY
ASSIGNMENT
NORTH CAROLINA
For valuable consideration, receipt for which is herewith acknowledged, James B. Myers III,
Member/Manager, does herewith bargain, convey and assign all his right, duties, title and twenty
five percent (25%) ownership interest in and to Shallotte Partners, LLC, a North Carolina limited
liability company, to Integrated Properties, LLC, a North Carolina limited liability company.
James B. Myers III, and David L. Myers, Member/Managers of Integrated Properties, LLC, do
herewith execute this assignment for the sole purpose of consenting to this assignment and
acknowledging that they will perform and be responsible for all of the rights and duties of
Shallotte Partners, LLC.
This Z�_ day of - n % , 2008.
Member/Manager
By: �—
David L. Myels, Member/Manager

BRUNSWICK COUNTY
ASSIGNMENT
NORTH CAROLINA
For valuable consideration, receipt for which is herewith acknowledged, Stuart F. Cooke,
Member/Manager, does herewith bargain, convey and assign all his right, duties, title and twenty
five percent (25%) ownership interest in and to Shallotte Partners, LLC, a North Carolina limited
liability company, to Integrated Properties, LLC, a North Carolina limited liability company.
James B. Myers III, and David L. Myers, Member/Managers of Integrated Properties, LLC, do
herewith execute this assignment for the sole purpose of consenting to this assignment and
acknowledging that they will perform and be responsible for all of the rights and duties of
Shallotte Partners, LLC.
This -C,4 day of i, 2008.
S aI.Cooke,
rt LC
tuera r/Manager
Byi
/ / v
By:
David L. kMyers, ember/Mamger

RE: Calabash Town Center
Subject: 1tE: Calabash Town Center
V
From: 'Jody Bland" <jbland n nkteng.com> r
Date: Mon, 14 Apr 2008 09:22:19 -0400
To: "'Linda Lewis"' <[e-mail]>
Hi Linda,
I just wanted to keep you in the loop regarding this project. I've added the
ED detail as requested. My client's attorney is currently drafting the deed
restrictions as requested.
I've spoken with Kurt Evers from the Land Management Group. They performed a
site evaluation for this project in 2006 when planning began. He indicated
to me that since the phase 2 rules went into effect that the way the SHWT is
evaluated has changed. He is setting up a site visit with Mr. Lewis from
NCDENR to evaluate it under the current regulations.
Thanks,
Jody Bland
Norris, Kuske, & Tunstall
Consulting Engineers, Inc.
910-343-9653 - Wilmington Office
910-287-5900 - Brunswick County Office
910-512-8148 - Mobile
-----Original Message -----
From: Linda Lewis [mailto:[e-mail]]
Sent: Friday, March 28, 2008 2:08 PM
To: Jody Bland
Subject: Calabash Town Center
Jody:
Please correct something for me- do I call you Jody or Joe or Joseph and
is this the correct email address?
In regards to the stormwater application you submitted on March 14,
2008, for the subject project. The application is incomplete and cannot
be accepted for review until the following items are submitted:
1. A soils report indicating the SHWT.
2. Deed restrictions for the lots.
3..A detail for the energy dissipater.
Linda
1 of 1 4/14/2008 9:45 AM

LIMITED LIABILITY COMPANY
ANNUALREPORT
NAME OF LIMITED LIABILITY COMPANY:
SHALLOTTE PARTNERS,LLC
FISCAL YEAR ENDING: 12 / 31 / 0 7
SECRETARY OF STATE R.L.L.P. ID NUMBER: 0856715
NATURE OF BUSINESS: Real Estate
REGISTERED AGENT: Robert N. Burris
REGISTERED OFFICE MAILING ADDRESS: 6857 Fairview Road
Charlotte, NC MO
REGISTERED OFFICE STREET ADDRESS: 6857 Fairview Road
Charlotte, NC MID
SIGNATURE OF THE NEW REGISTERED AGENT:
PRINCIPAL OFFICE TELEPHONE NUMBER:
PRINCIPAL OFFICE MAILING ADDRESS:
PRINCIPAL OFFICE STREET ADDRESS:
PO Box 24003E
Charlotte, NC 28224
SOSID: 0856715
Date Filed: 7/17/2008 9:47:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200819900170
STATE OF INCORPORATION: NC
FEDERAL EMPLOYER ID NUMBER: 202436095
SIGNATURE CONSTFrUTES CONSENT TO THE APPOINTMENT
11024 Nations Ford Road
Pineville, NC 28134
Name:
Integrated Properties, LLC
Name:
McTber/Manager
Title:
Title:
Address:
PO BOX 240038
Address:
City:
Charlotte,
City..
State:
NC ZIP: 28224
State:
BE SIGNED BY A
ZIP:
Name:
Tale:
Address:
City:
State: ZIP:
BY ALL LIMITED LIABILITY COMPANIES
rtii rdVl- O
DATE
r�e5 l—IS tyyO'K I> MANAGING MEMBER Integrated Properties LLC
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $200 MAIL TO: Secretary of State • Corporations Division • Past Office Box 29525 • Raleigh, NC 27626-0525
709231
eH-2747

NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC.
March 13, 2008
Ms. Linda Lewis, Environmental Engineer
NC DENR / Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Permit Submittal
Calabash Town Center
Calabash, NC
NKT Project No. 07128
Dear Ms. Lewis:
fib
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S. Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
Enclosed are two (2) sets of plans for the subject project, two (2) drainage area plans,
one (1) set of calculations, one (1) copy of the stormwater narrative, one (1) copy of the
Articles of Organization, the original Division of Water Quality Stormwater Management
Permit application, three (3) original SW-401 supplement forms, three (3) original
Inspection and Maintenance agreements and a $505.00 check for the permit review
fee.
Please review this information for approval and contact us with any questions or
comments you may have. Thank you for your assistance on this project.
Sincerely,
NORRIS, KUSKE & TUNSTALL
CONSULTING ENGINEERS, INC.
Joseph K. Bland, E.I.
JKB/neh
07128 03-13-08-s-sw-Itr
Enclosures
cc: Mr. Stuart Cooke / Shallotte Partners, LLC
RECE1vEY:)
BY:
MAR 14 2008
902 Market Street • Wilmington, NC 28401-4733 0 Phone: [phone] • Fax: [phone]

Date Design
Check
Job
NORRIS, KUSKE&TUNSTALL
CONSULTING ENGINEERS. INC.
For
902 Market Street
Wilmington, NC 28401-4733
`Sjb(�M�l1nlA^j'E'.R- CALG.1c,�'TLo.-lf a/
�i —TCW p-( CSPtT 2— CvAtoksr1-
i fi"T-
i 'r3c6
KL
Of z-3
No.

Calabash Town Center
NKT # 07128
Drainage Area Data
Drainage Area #1
Drainage Area
I = 1 626,214 SF
or
1 14.376 AC
Impervious Area Breakdown
Buildings
1=1
40,586 SF
jor
1 0.932 AC
Roads
=
43860 SF
or
1.007 AC
Parking
89026 SF
lor
1 2.044 AC
Sidewalks
=
5911 SF
jor
1 0.136 AC
Lots 1 - 11 Allottment
=
212220 SF
jor
1 4.872 AC
TOTAL
=1
391,603 SF
jor
1 8.990 AC
Drainage Area #2
Drainage Area
1= 544,902 SF JorT
12.509 AC
Impervious Area Breakdown
Buildin s
1=1
53,669 SF
lor
1 1.232 AC
Roads
=
35848 SF
or
0.823 AC
Parking
80455 SF
jorl
1.847 AC
Sidewalks
=
6868 SFjc-rj
0.158 AC
Lots 12 - 20 Allottment
=
148481 SF
or
3.409 AC
TOTAL
-=
325-321-SF-
or
7-468-AC
Drainage Area #3
Drainage Area
I = 1 179,722 SF or
1 4.126 AC
Impervious Area Breakdown
Buildincis
1=1
23,192 SF
lor
1 0.532 AC
Roads
=
5770 SF
or
0.132 AC
Parking
30751 SF
jor
1 0.706 AC
Sidewalks
=
3316 SF
jor
1 0.076 AC
Lots 21 Allottment
=
36760 SF
jor
1 0.844 AC
TOTAL
—99;7897S
or
—2Z91 AC

Calabash Town Center
NKT # 07128
Off -Site Impervious Surface Allocation for Lots 1 Through 21
Lot Area
25,490 SF
or
0.585 AC
21,232 SF
or
0.487 AC
21,500 SF
or
0.494 AC
21,500 SF
or
0.494 AC
21,234 SF
or
0.487 AC
29,574 SF
or
0.679 AC
35,575 SF
l6r
0.817 AC
30,206 SF
l6r
0.693 AC
21,231 SF
or
0A87 AC
21,500 SF
or
0.494 AC
21,500 SF
or
0.494 AC
21,500 SF
or
0.494 AC
21,500 SF
or
0.494 AC
21,500 SF
or
0.494 AC
21,500 SF
or
0.494 AC
21,500 SF
l6r
0.494 AC
21,500 SF
or
0.494 AC
21,500 SF
or
0.494 AC
21,500 SF
or
0.494 AC
21,231 SF
or
0.487 AC
42,089 SF
or
0.966 AC
Impervious Allocation
23,207 SF
orl
0.533 AC
16,534 SF
orl
0.380 AC
16,501 SF
orl
0.379 AC
16,500 SF
orl
0.379 AC
16,501 SF
orl
0.379 AC
24,305 SF
orl
0.558 AC
24,235 SF
or
0.556 AC
24,950 SF
or
0.573 AC
16,489 SF
or
0.379 AC
16,499 SF
or
0.379 AC
16,499 SF
or
0.379 AC
16,499 SF
or
0.379 AC
16,499 SF
or
0.379 AC
16,499 SF
or
0.379 AC
16,499 SF
or
0.379 AC
16,499 SF
or
0.379 AC
16,499 SF
or
0.379 AC
16,499 SF
or
0.379 AC
16,499 SF
or
0.379 AC
16,489 SF
or
0.379 AC
36,760 SF
or
0.844 AC
% Impervious
91%
78%
77%
77%
78%
82%
68%
83%
78%
77%
77%
77%
77%
77%
77%
77%
77%
77%
77%
78%
87%

NORRIS, KUSKE TUNSTALL
CONSULTING ENGINEERS, INC.
3/6/2008
State Stormwater Calculations
Project: CALABASH TOWN CENTER
Drainage Basin: 1
Drainage Area, DA =
Impervious Area =
Pervious Area =
% Impervious, I =
Storage Volume Required (Simple Method):
Design Depth, D =
Normal Pool Elevation =
State Storage Pool Elevation =
Bottom Pond Elevation =
Runoff Volume, Rv =
Required Storage Volume =
Provided Storage Volume =
Required Surface Area:
Average Depth, Davg =
% Imp
SA/DA
Low
60.00
3.9
High
70.00
4.5
Low
60.00
4.3
High
70.00
5
SA/DA =
626,214'sf
391,603 sf
234,611 sf
62.54 %
45
46.75!
30 ft
0.613 in/in
47,969 ft3
53,980 ft3
NKT No: 07128
SA = 26,6071 sf
SA = 33246 sf
Rv = 0.05 + 0.009*1
V=D/12xRvxDA
OKI
5.30 ft
Avg Depth Proj % Imp SA/DA
5.50 62.54 4.05
5.00 62.54 4.48
4.23 90 %TSS removal, no filter strip
Required Surface Area =
26,461 sf
Provided Surface Area =
26,607 sf OKI
Drawdown Orifice:
Avg. Head =
0.58 It
Drawdown Time =
2 days 172,800 s
I ntemal Diameter =
0.31 It
Internal Diameter =
3.72 in
Drawdown Time =
5 days 432,000 s
Internal Diameter=
0.20 ft
Internal Diameter=
2.35 in
Avg Internal Diameter=
3.04 in
Design Orifice Diameter =
3,50i in or 0.06681 sf OKI
Discharge Rate for Design Orfice
0.2457 cfs
Drawdown Time for Design_O.rfice
2.26 days
H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\Pond Calcs\Phase 2\03-04-08 DRAINAGE AREA 1

3/6/2008
Forebay Sizing
Main Pond Volume (Excluding Forebay)
Elevation (FT) Surface Area (SF)
Incremental Volumes
(CF)
Accumulated
Volumes (CF)
Comments
Normal Pool
45
----19,249-: _ -1
0
0
Bottom Vegated Shelf
_
- 44.50
16,250
8,875
8,875
Sediment Removal
.33.00�•., �..
1,563 -
102,425
111,300
Pond Bottom
,. '30' . _ `. _
, '4. - : .'._s
N/A
N/A
see note 1
Normal Pool to Sediment Removal Volume
111,300
Forebay Volume (Excluding Main Pond)
Elevation (FT) Surface
Area (SF)
Incremental Volumes
(CF)
Accumulated
Volumes (CF)
Comments
Normal Forebay
45
_ _ _
6,733 - ;
I 0
0
Forebay Sediment Removal
_-
� �3Q '- , _
�- 3,139
29.616
29,616
Forebay Bottom
_,. 37-:_-; _ _;....;,2,225_
-,_„
N/A
N/A
see note 1
Normal Pool to Bottom Forebay Volume
29,616
Percent Forebay Volume:
21.0% (18 -
22% Required)
OKI
Permanent Pool Volume:
740,916 FT'
Main Pond and Forebay Combined
Average Depth:
5.30 FT
Total Pond Volume divided by Normal Pool Surface
Area
StomrPond Volume ( Storage Above Norval Pool)
Elevation (FT) Surface Area (SF)
Incremental Volumes
(CF)
Accumulated
Volumes (CF)
Comments
Normal Pool
45
26607
0
0
see note 2
Top of Vegetated Shelf
_
_-45�50;_ '.
_
30;342 _-._..j
14,237
14,237
State Pool
46.75
33246
39,743
53,980
Top of Bank
_
_ .,49.00 .'_ _- ,
_38;697_ _ _.
80,936
134,916
Total Volume Contained Above Normal Pool Level
134.916
Notes
1. Volume between bottom and sediment storage elevations omitted
2. Includes SA of Rip Rap Lined Shelf
H:IPROJECTS1200T07128 - Calabash Town CenteACalculations\Pond CaIcs\Phase 2X03-04-08 DRAINAGE AREA 1

Project:
Drainage Basin
Drainage Area, DA =
Impervious Area =
Pervious Area =
% Impervious, I =
NORRIS, KUSKE TUNSTALL
CONSULTING ENGINEERS, INC.
State Storntwater Calculations
CALABASH TOWN CENTER
2
Storage Volume Required (Simple Method►:
Design Depth, D =
Normal Pool Elevation =
State Storage Pool Elevation =
Bottom Pond Elevation
Runoff Volume, Rv =
Required Storage Volume =
Provided Storage Volume =
Required Surface Area:
Average Depth, Davg =
% Imp
Low
50.00
High
60.00
Low
50.00
High
60.00
544,902 sf
325,321'sf
219,581 sf
59.70 %
1.5�in
45,
4sso
37 ft
0.587 inln
40,004 ft3
46,001 to
3/6/2008
NKT No: 0712.8
SA = 25,972; sf
SA = 32341'sf
RV = 0.05 + 0.009`I
V=D/12xRvxDA
OKI
5.44 ft
SA/DA Avg Depth Proi % Imp SA/DA
3.1 5.50 59.70 3.88
3.9
3.5 5.00 59.70
4.3
SA/DA = 3.92
4.28
90 %TSS removal, no filter strip
Required Surface Area =
21,383 sf
Provided Surface Area =
25,972 sf OKI
Drawdown Orifice:
Avg. Head =
0.50 ft
Drawdown Time =
2 days 172,800 s
Internal Diameter =
0.29 ft
Internal Diameter =
3.53 in
Drawdown Time =
5 days 432,000 s
Internal Diameter =
0.19 ft
Internal Diameter=
2.23 in
Avg Internal Diameter =
2.88 in
Design Orifice Diameter =
1S61in or 0.06681 sf OKI
Discharge Rate for Design Orfice
0.2275 cfs
Drawdown Time-for-Design.Orfice
2.04_days
H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\Pond Calcs\Phase 2\03-05-08 DRAINAGE AREA 2

3/6/2008
Forebay Sizinn
Main Pond Volume (Excluding Forebay)
Elevation (FT) Surface Area (SF)
Incremental Volumes
(CF)
Accumulated
Volumes (CF)
Comments
Normal Pool
Bottom Vegated Shelf
_ 45 _ _- -31,116, -.
44.50 - 29,906
-' 0
15,256
0
15,256
Sediment Removal
W00 '. 6,583"
-' 100,345
115,600
NIA
see note 1
Pond Bottom
__ _ _;; 16
37: __ _3,7_
NIA
115,600
Normal Pool to Sediment Removal
Volume
Forebay Volume (Excluding
Main Pond)
Elevation (FT) Surface Area (SF)
Incremental Volumes
(CF)
Accumulated
Volumes (CF)
Comments
Normal Forebay
45 ' 7716-
�'41 5127
0
25,686
0
25,686
Forebay Sediment Removal
_
5,110"-
! NIA
N/A
see note 1
Forebay Bottom
36 . -. -_._
25,686
Normal Pool to Bottom Forebay
Volume
Percent Forebay Volume:
F18.2% (18 - 22% Required)
OKI
Permanent Pool Volume:
141,286 FT3
Main Pond and Forebay Combined
Average Depth:
5.44 FT
Total Pond Volume divided by Normal Pool
Surface Area
StormPond Volume ( Storage Above Mormal Pool)
Elevation (FT)
Surface Area (SF)
Incremental Volumes
(CF)
Accumulated Comments
Volumes (CF)
Normal Pool
45
25972
0
0 see note 2
Top of Vegetated Shelf
45.50 -
31;116
_32341
14,272
14,272
State Pool
_
46.5
31,729
46,001
Top of Bank
_
38,725- ., _
53,300
99,300
Total Volume Contained Above Normal Pool Level 1 99,300
Notes
1. Volume between bottom and sediment storage elevations omitted
2. Includes SA of Rip Rap Lined Shelf
HAPROJECTS12007107128 - Calabash Town CenteACalmlafionslPond CaicslPhase 2103-05-08 DRAINAGE AREA 2

NORRIS, KUSKE TUNSTALL 3/6/2008
CONSULTING ENGINEERS, INC.
State Stormwater Calculations
Project: CALABASH TOWN CENTER NKT No: 07128
Drainage Basin: '3:
Drainage Area, DA =
Impervious Area =
Pervious Area =
% Impervious, I =
Storage Volume Required (Simple Method):
Design Depth, D =
Normal Pool Elevation =
State Storage Pool Elevation =
Bottom Pond Elevation =
Runoff Volume, Rv =
Required Storage Volume =
Provided Storage Volume =
Reauired Surface Area:
Average Depth, Davg =
% Imp
Low
50.00
High
60.00
Low
50.00
High
60.00
F 179,722 sf'
99,789'sf "
79,933 sf
55.52 %
__-.._.
'. 1:5;in
461
4t.50,
34� ft
0.550 infin
12,350 ft3
19,079 ft3
SA = 10,52611sf
SA = ' '13958 sf
Rv = 0.05 + 0.009*1
V=D/12xRvxDA
OKI
4.15 ft
SA/DA Avg Depth Proi % Imp SA/DA
3.9 4.50 55.52 4.40
4.8
3.9 4.00 55.52
5.3
SA/DA = 4.59
4.67
90 %TSS removal, no filter strip
Required Surface Area =
8,255 sf
Provided Surface Area =
10,526 sf OKI
Drawdown Orifice:
Avg. Head =
0.50 ft
Drawdown Time =
2 days 172,800 s
Internal Diameter=
0.16 ft
Internal Diameter =
1.96 in
Drawdown Time =
5 days 432,000 s
Internal Diameter=
0.10 ft
Internal Diameter =
1.24 in
Avg Internal Diameter =
1.60 in
0.01670 sf OKI
Design Orifice Diameter =
fA. in or
Discharge Rate for Design Orfice
0.0569 cfs
Drawdown Time_fc r—Design-Orfice
2.51-days
H:\PROJECTS\2007\07128 - Calabash Town Center\Calculabons\Pond Calcs\Phase 2\03-05-08 DRAINAGE AREA 3

3/10/2008
Forebay Sizing
Main Pond Volume (Excluding Forebay)
Elevaton (FT) Surface Area (SF)
Incremental Volumes
(CF)
Accumulated
Volumes (CF)
Comments
Normal Pool
_ 46 - 7.9 24.
'45 50 6,263..Y -1
0
3,547
0
3,547
Bottom Vegaled Shelf
'.' �432'
31,801
35.348
Sediment Removal
.36.00;' a
N/A
N/A
see note 1
Pond Bottom
: _ _ _34
35,348
Normal Pool to Sediment Removal Volume
Forebay Volume (Excluding Main Pond)
Elevation (FT) Surface Area (SF)
Incremental Volumes
(CF)
Accumulated
Volumes (CF)
Comments
Normal Forebay
_
_ 46 2 215
153
0
8,288
0
$288
Forebay Sediment Removal
.T39
16'..._._.1
N/A
N/A
see notes
Forebay Bottom
8,288
Normal Pool to Bottom Forebay Volume
Percent Forebay Volume:
19.0°/ (18 - 22% Required)
OK!
Permanent Pool Volume:
43,636 FTC
Main Pond and Forebay Combined
4.15 Fr
Total Pond Volume divided by Normal Pool Surface Area
Average Depth:
StormPond Volume ( Storage Above Normal Poop
Elevation (FT) Surface Area (SF)
Incremental Volumes
(CF)
Accumulated
Volumes (CF)
Comments
Normal Pool
46 10526
0
0
see note 2
Top of Vegetated Shelf
_ _
._46.50., , - 12,624 _- _ +
_.-- —-
5,788
5,788
19,079
State Pool
47.5 13958 _
50;00
13,291
39,261
58, 340
Top of Bank1
58,340
Total Volume Contained Above Normal Pool
Level
Notes
1. Volume between bottom and sediment storage elevations omitted
2. Includes SA of Rip Rap Lined Shelf
H:\PROJECTS\2007\07128 - Calabash Town Center\Calculabons\Pond Calcs\Phase 2\03-05-08 DRAINAGE AREA 3

Pre
r
Post
P1 DA1
Pond #1
s�
:DA�2
"YL>�
Pre
f,
E �
, fi2:
Post
P2 DA2
Pond #2
Pre
t 1
a .L
r:
Post
P3 DA3
Pond #3
Drainage Diagram for calabash town center us-ub-uuo
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc. 3/6/2008
HydmCAD® 7.10 s/n 000479 0 2005 HydroCAD Software Solutions LLC

H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 03-05-08 Type 11124-hr 1-yrNCDENR Rainfall=3.50"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
Subcatchment DA1: Pre
Runoff = 5.69 cfs @ 13.30 hrs, Volume= 1.376 af, Depth> 1.15"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Type III 24-hr 1-yr NCDENR Rainfall=3.50"
Area (ac) CN Description
0.148 79 Woods, Fair, HSG D; Mu soil
0.345 79 Woods, Fair, HSG D; Ba soil
13.883 73 Woods Fair HSG C; Lo soil (field judgement)
14.376 73 Weighted Average
Tc Length Slope Velocity Capacity Description
75.9 300 0.0050 0.1 Sheet Flow,
Woods: Light underbrush n= 0.400 P2= 4.50"
14.1 300 0.0050 0.4 Shallow Concentrated Flow,
Woodland Kv= 5.0 fos
' 90.0 600 Total
Subcatchment DA1: Pre
Hydrograph
0 Runoff
Type III 24-hr 1-yr NCDENR
5 Rainfall=3.50"
Runoff Area=14.376 ac
Runoff Volume=1.376 of
Runoff Depth>1.15"
V
Flow Length=600'
Tc=90.0 min
2 CN=73
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
Time (hours(

H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 03-05-08 Type 1/124-hr 1-yr NCDENR Rainfall=3.50"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc. _ _ _
1 000479 © 2005 HvdroCAD Softwai
Subcatchment DA 1: Post
Runoff = 8.80 cfs @ 13.82 hrs, Volume= 2.738 af, Depth> 2.29"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Type III 24-hr 1-yr NCDENR Rainfall=3.50"
Area (ac)
CN
Description
3.051
98
Paved roads & parking w/curbs & sewers
4.872
98
Impervious Allottment Lots 1-11
0.932
98
Buildings
0.136
98
Sidewalks
0.148
79
Woods, Fair, HSG D
0.345
79
Woods, Fair, HSG D
4.892
73
Woods, Fair, HSG C
14.376
89
Weighted Average
Tc
Length
Slope
Velocity
Capacity Description
(min)
(feet)
(ft/ft)
(ft/sec)
(cfs)
75.9
300
0.0050
0.1
Sheet Flow,
Woods: Light underbrush n= 0.400 P2= 4.50"
47.1
1,000
0.0050
0.4
Shallow Concentrated Flow,
Woodland Kv= 5.0 fps
20.0
Direct Entry,
143.0 1,300 Total
Subcatchment DA 1: Post
Hydrograph
Type III 24-hr 1-yr NCDENR
Rainfall=3.50"
Runoff Area=14.376 ac
Runoff Volume=2.738 of
1 1 Runoff Depth>2.29"
5 Flow Length=1,300'
LL 4 Tc=143.0 min
J I CN=89
4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
Time (hours)
® Runoff

H:\PROJECTSi2007107128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 03-05-08 Type 1/124-hr 1-yr NCDENR Rainfall=3.50"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
HydroCAD®7 10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 3/6/2008
Pond P1 DA1: Pond #1
Inflow Area =
14.376 ac,
Inflow Depth > 2.29"
for 1-yr NCDENR event
Inflow =
8.80 cis @
13.82 hrs, Volume=
2.738 of
Outflow =
4.19 cfs @
15.52 hrs, Volume=
1.297 af, Atten= 52%, Lag= 101.8 min
Primary =
4.19 cfs @
15.52 hrs, Volume=
1.297 of
Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Peak Elev= 47.17' @ 15.52 hrs Surf.Area= 34,249 sf Storage= 68,201 cf
Plug -Flow detention time= 261.2 min calculated for 1.296 of (47% of inflow)
Center -of -Mass det. time= 140.9 min ( 1,056.8 - 915.9 )
Volume Invert
Avail Storage Storage Description
#1 45.00'
134,867 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area
Inc.Store Cum.Store
(feet)
(sq-ft)
(cubic -feet) (cubic -feet)
45.00
26,607
0 0
45.50
30,342
14,237 14,237
46.00
31,493
15,459 29,696
47.00
33,837
32,665 62,361
48.00
36,239
35,038 97,399
49.00
38,697
37,468 134,867
Device Routing
Invert
Outlet Devices
#1 Primary
45.00'
24.0" x 260.0' long Culvert Ke= 0.050
Outlet Invert= 44.25' S= 0.0029 7' Cc= 0.900
n= 0.012 Concrete pipe, finished
#2 Device 1
45.00'
3.5" Vert. Orifice/Grate C= 0.600
#3 Device 1
47.00'
4.00' x 4.00' Horiz. Orifice/Grate Limited to weir flow C= 0.600
Primary OutFlow Max=4.18 cfs @ 15.52 hrs HW=47.17' (Free Discharge)
L1=Culvert (Passes 4.18 cfs of 14.03 cfs potential flow)
L2=Orifice/Grate (Orifice Controls 0.46 cfs @ 6.9 fps)
3=Orifice/Grate (Weir Controls 3.72 cfs @ 1.4 fps)

HAPROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 03-05-08 Type /// 24-hr 1-yrNCDENR
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
HvrlrnCAM 7.10 s/n 000479 © 2005 HvdroCAD Software Solutions LLC
W
Pond P1 DA1: Pond #1
Hydrograph
Time (hours)
Pond P1 DA1: Pond #1
Stage -Area -Storage
Surface/HonzontaMetted Area (Sq 't)
Rainfall=3.50"
® Inflow
TJ
I'..] Primary
Surface
9 Storage
Stomge-(cubic_feet) _

HAPROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 03-06-08 Type H/ 24-hr 1-yr NCDENR
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
Hveimr.Ar)n 7 10 s/n 000479 © 2005 HvdroCAD Software Solutions LLC
Stage -Area -Storage for Pond P1 DA1: Pond #1
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
45.00
26,607
0
45.05
26,980
1,340
45.10
27,354
2,698
45.15
27,727
4,075
45.20
28,101
5,471
45.25
28,475
6,885
45.30
28,848
8,318
45.35
29,222
9,770
45.40
29,595
11,240
45.45
29,969
12,729
45.50
30,342
14,237
45.55
30,457
15,757
45.60
30,572
17,283
45.65
30,687
18,814
45.70
30,802
20,352
45.75
30,918
21,895
45.80
31,033
23,443
45.85
31,148
24,998
45.90
31,263
26,558
45.95
31,378
28,124
46.00
31,493
29,696
,,46.05
31,610
31,274
46.10
31,727
32,857
46.15
31,845
34,446
46.20
31,962
36,041
46.25
32,079
37,643
46.30
32,196
39,249
46.35
32,313
40,862
46.40
32,431
42,481
46.45
32,548
44,105
46.50
32,665
45,736
46.55
32,782
47,372
46.60
32,899
49,014
46.65
33,017
50,662
46.70
33,134
52,315
46.75
33,251
53,975
46.80
33,368
55,640
46.85
33,485
57,312
46.90
33,603
58,989
46.95
33,720
60,672
47.00
33,837
62,361
47.05
33,957
64,056
47.10
34,077
65,757
47.15
34,197
67,464
47.20
34,317
69.176
47.25
34,438
70,895
47.30
34,558
72,620
47.35
34,678
74,351
47.45 34,918 77,831
47.50 35,038 79,580
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
47.55
35,158
81,335
47.60
35,278
83,096
47.65
35,398
84,862
47.70
35,518
86,635
47.75
35,639
88,414
47.80
35,759
90,199
47.85
35,879
91,990
47.90
35,999
93,787
47.95
36,119
95,590
48.00
36,239
97,399
48.05
36,362
99,214
48.10
36,485
101,035
48.15
36,608
102,863
48.20
36,731
104,696
48.25
36,854
106,536
48.30
36,976
108,381
48.35
37,099
110,233
48.40
37,222
112,091
48.45
37,345
113,955
48.50
37,468
115,826
48.55
37,591
117,702
48.60
37,714
119,585
48.65
37,837
121,474
48.70
37,960
123,369
48.75
38,083
125,270
48.80
38,205
127,177
48.85
38,328
129,090
48.90
38,451
131,010
48.95
38,574
132,935
49.00
38,697
134,867
Rainfall=3.50"

H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 03-05-08 Type 111 24-hr 1-yr NCDENR
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
HvdroCAD® 7.10 s/n 000479 @ 2005 HvdroCAD Software Solutions LLC
Subcatchment DA2: Pre
Runoff = 5.62 cfs @ 13.16 hrs, Volume= 1.263 af, Depth> 1.21"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Type III 24-hr 1-yr NCDENR Rainfall=3.50"
Area (ac) CN Description
1.142 79 Woods, Fair, HSG D; Mu soil
11.367 73 Woods, Fair, HSG C; Lo soil
12.509 74 Weighted Average
Rainfall=3.50"
Tc
Length
Slope
Velocity Capacity
Description
(min)
(feet)
(ft/ft)
(ft/sec) (cfs)
75.9
300
0.0050
0.1
Sheet Flow,
Woods: Light underbrush n= 0.400 P2= 4.50"
5.8
150
0.0075
0.4
Shallow Concentrated Flow,
Woodland Kv= 5.0 fps
81.7 450 Total
Subcatchment DA2: Pre
Hydrograph
p Runoff
Type III 24-hr 1-yr NCDENR
5 Rainfall=3.50"
Runoff Area=12.509 ac
4- Runoff Volume=1.263 of
`u
Runoff Depth>1.21"
3 Flow Length=450'
` Tc=81.7 min
CN=74
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
Time (hours)

H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 03-05-08 Type Ill 24-hr 1-yr NCDENR Rainfall=3.50"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
.. . ...... �. ... _,_ ...... .-.n nnn� ,,..�__l.nn n_r�..___ o-i. a.---, , n I/annno
Subcatchment DA 2: Post
Runoff = 8.98 cfs @ 13.55 hrs, Volume= 2.490 af, Depth> 2.39"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Type III 24-hr 1-yr NCDENR Rainfall=3.50"
Area (ac) CN Description
2.670
98
Paved roads & Parking w/curbs & sewers
3.409
98
Impervious Allottment Lots 12 - 20
1.232
98
Buildings
0.158
98
sidewalks
0.503
79
Woods, Fair, HSG D
4.537
79
Woods, Fair, HSG D
12.509 90 Weighted Average
Tc Length Slope Velocity Capacity Description
75.9 300 0.0050 0.1 Sheet Flow,
Woods: Light underbrush n= 0.400 P2= 4.50"
20.0 Direct Entry, inlet flow
23.6 500 0.0050 0.4 Shallow Concentrated Flow,
Woodland Kv= 5.0 fps
119.5 800 Total
Subcatchment DA 2: Post
Hydrograph
9 RunoH
9 Type III 24-hr 1-yr NCDENR
Rainfall=3.50"
,_ Runoff Area=12.509 ac
Runoff Volume=2.490 of
a s_ Runoff Depth>2.39"
u
5 Flow Length=800'
41 Tc=119.5 min
- CN=90
Time (hours)

H:\PROJECTS\2007\07128 - Calabash Town Center\Calculati ns H� r hadd\
Calabash Town Center 03-05-08 YP Yr NCDENR
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
HvdrnCAD@ 7.10 s/n 000479 @ 2005 HydroCAD Software Solutions LLC
Pond P2 DA2: Pond #2
Rainfall=3.50"
Inflow Area = 12.509 ac, Inflow Depth > 2.39" for 1-yr NCDENR event
Inflow = 8.98 cfs @ 13.55 hrs, Volume= 2.490 of
Outflow = 1.46 cfs @ 17.27 hrs, Volume= 0.684 af, Atten= 84%, La
g= 223.3 min
Primary = 1.46 cfs @ 17.27 hrs, Volume= 0.684 of
Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Peak Elev= 47.57' @ 17.27 hrs Surf.Area= 35,013 sf Storage= 81,074 cf
Plug -Flow detention time= 366.0 min calculated for 0.683 of (27% of inflow)
Center -of -Mass det. time= 213.9 min ( 1,108.2 - 894.2 )
Volume Invert
Avail Storage Storage Description
#1 45.00'
133,827 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area
Inc.Store Cum.Store
(feet)
(sq-ft)
(cubic -feet) (cubic -feet)
45.00
25,972
0 0
45.50
29,906
13,970 13,970
46.00
31,116
15,256 29,225
47.00
33,580
32,348 61,573
48.00
36,101
34,841 96,414
49.00
38,725
37,413 133,827
Device Routing
Invert
Outlet Devices
#1 Primary
45.00'
24.0" x 230.0' long Culvert Ke= 0.050
Outlet Invert= 44.75' S= 0.0011 T Cc= 0.900
n= 0.012 Concrete pipe, finished
#2 Device 1
45.00'
3.5" Vert. Orifice/Grate C= 0.600
#3 Device 1
47.50'
4.00' x 4.00' Horiz. Orifice/Grate Limited to weir flow C= 0.600
Primary OutFlow Max=1.44 cfs @ 17.27 hrs HW=47.57' (Free Discharge)
t-1=Culvert (Passes 1.44 cfs of 13.29 cfs potential flow)
t2=Orifice/Grate (Orifice Controls 0.50 cfs @ 7.5 fps)
3=Orifice/Grate (Weir Controls 0.94 cfs @ 0.9 fps)

HAPROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 03-05-08 Type /// 24-hr 1-yr NCDENR Rainfall=3.50"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
HvdrnCAD® 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 3/6/2008
Pond P2 DA2: Pond #2
Hydrograph
Inflow Area=12.509 ac
Peak Elev=47.57'
Storage=81,074 cf
10 11 12 13 14 15 16 17 16 19 20 21
Time (hours(
Pond P2 DA2: Pond #2
Stage -Area -Storage
W
® Inflow
® Primary
Surface
© Storage
--

HAPROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 03-05-08 Type 11124-hr 1-yr NCDENR Rainfall=3.50"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
HydroCADO 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 3/6/2008
Stage -Area -Storage for Pond P2 DA2: Pond #2
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
45.00
25,972
0
45.05
26,365
1,308
45.10
26,759
2,637
45.15
27,152
3,984
.45.20
27,546
5,352
45.25
27,939
6,739
45.30
28,332
8,146
45.35
28,726
9,572
45.40
29,119
11,018
45.45
29,513
12,484
45.50
29,906
13,970
45.55
30,027
15,468
46.60
30,148
16,972
45.65
30,269
18.483
45.70
30,390
19,999
45.75
30,511
21,522
45.80
30,632
23,050
45.85
30,753
24,585
45.90
30,874
26,125
45.95
30,995
27,672
46.00
31,116
29,225
46.05
31,239
30,784
46.10
31,362
32,349
46.15
31,486
33,920
46.20
31,609
35,497
46.25
31,732
37,081
46.30
31,855
38,671
46.35
31,978
40,267
46.40
32,102
41,869
46.45
32,225
43,477
46.50
32,348
45,091
46.55
32,471
46,711
46.60
32,594
48,338
46.65
32,718
49,971
46.70
32,841
51,610
46.75
32,964
53,255
46.80
33,087
54,906
46.85
33,210
56,564
46.90
33,334
58,227
46.95
33,457
59,897
47.00
33,580
61,573
47.05
33,706
63,255
47.10
33,832
64,944
47.15
33,958
66,638
47.20
34,084
68,339
47.25
34,210
70,047
47.30
34,336
71,760
47.35
34,462
73,480
47.45 34,714 /b,'33y
47.50 34,841 78,678
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
47.55
34,967
80,423
47.60
35,093
82,175
47.65
35,219
83,933
47.70
35,345
85,697
47.75
35,471
87,467
47.80
35,597
89,244
47.85
35,723
91,027
47.90
35,849
92,816
47.95
35,975
94,612
48.00
36,101
96,414
48.05
36,232
98,222
48.10
36,363
100,037
48.15
36,495
101,858
48.20
36,626
103,686
48.25
36,757
105,521
48.30
36,888
107,362
48.35
37,019
109,210
48.40
37,151
111,064
48.45
37,282
112,925
48.50
37,413
114,792
48.55
37,544
116,666
48.60
37,675
118,546
48.65
37,807
120,433
48.70
37,938
122,327
48.75
38,069
124,227
48.80
38,200
126,134
48.85
38,331
128,047
48.90
38,463
129,967
48.95
38,594
131,894
49.00
38,725
133,827

H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 03-05-08 Type 111 24-hr 1-yr NCDENR Rainfall=3.50"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
Subcatchment DA3: Pre
Runoff = 1.80 cfs @ 13.20 hrs, Volume= 0.416 af, Depth> 1.21"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Type III 24-hr 1-yr NCDENR Rainfall=3.50"
Area (ac)
CN
Description
0.695
79
Woods, Fair, HSG D; Mu soil
3.431
73
Woods, Fair, HSG C; Lo soil
4.126
74
Weighted Average
Tc Length Slope Velocity Capacity Description
78.5 300 0.0046 0.1 Sheet Flow,
Woods: Light underbrush n= 0.400 P2= 4.50"
6.4 130 0.0046 0.3 Shallow Concentrated Flow,
Woodland Kv= 5.0 fps
84.9 430 Total
Subcatchment DA3: Pre
Hydrograph
m RunoN
Type III 24-hr 1-yr NCDENR
Rainfall=3.50"
Runoff Area=4.126 ac
Runoff Volume=0.416 of
i Runoff Depth>1.21"
U
1 Flow Length=430'
Tc=84.9 min
CN=74
11 12 13 14 15 16
Time 1houn)

H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 03-05-08 Type 111 24-hr 1-yr NCDENR Rainfall=3.50"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
HydroCAD® 7.10 s/n 000479 @ 2005 HydroCAD Software Solutions LLC 3/6/2008
Subcatchment DA 3: Post
Runoff = 3.04 cfs @ 13.08 hrs, Volume= 0.681 af, Depth> 2.41"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Type III 24-hr 1-yr NCDENR Rainfall=3.50"
Area (ac) CN Description
0.838 98 Paved roads & Parking w/curbs & sewers
0.844 98 Impervious Allottment Lot 21
0.532 98 Buildings
0.076 98 Sidewalks
1.107 74 >75% Grass cover, Good, HSG C
3.397 90 Weighted Average
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
75.9 300 0.0050 0.1 Sheet Flow,
Woods: Light underbrush n= 0.400 P2= 4.50"
.9 300 Total
Subcatchment DA 3: Post
Hydrograph
Type III 24-hr 1-yr NCDENR
Rainfall=3.50"
Runoff Area=3.397 ac
Runoff Volume=0.681 of
utz Runoff Depth>2.41"
9 Flow Length=300'
W Tc=85.9 min
I I CN=90
7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
Time (hours)
ul Runoff

H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 03-05-08 Type/1/ 24-hr 1-yr NCDENR Rainfal1=3.50"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
HydroCAD®7 10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 3/6/2008
Pond P3 DA3: Pond #3
Inflow Area = 3.397 ac, Inflow Depth > 2.41" for 1-yr NCDENR event
Inflow = 3.04 cfs @ 13.08 hrs, Volume= 0.681 of
Outflow = 0.77 cfs @ 15.00 hrs, Volume= 0.246 af, Atten= 75%, Lag= 114.9 min
Primary = 0.77 cfs @ 15.00 hrs, Volume= 0.246 of
Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Peak Elev= 47.55' @ 15.00 hrs Surf.Area= 14,038 sf Storage= 19,652 cf
Plug -Flow detention time= 307.0 min calculated for 0.246 of (36% of inflow)
Center -of -Mass det. time= 175.5 min ( 1,042.6 - 867.1 )
Volume Invert Avail Storage Storage Description
#1 46.00' 58,163 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic -feet) (cubic -feet)
46.00 10,526 0 0
46.50 12,264 5,698 5,698
47.00 13,284 6,387 12,085
48.00 14,646 13,965 26,050
49.00 16,065 15,356 41,405
50.00 17,451 16,758 58,163
Device Routing Invert Outlet Devices
#1 Primary 46.00' 24.0" x 210.0' long Culvert Ke= 0.050
Outlet Invert= 45.25' S= 0.0036 T Cc= 0.900
n= 0.012 Concrete pipe, finished
#2 Device 1 46.00' 1.7" Vert. Orifice/Grate C= 0.600
#3 Device 1 47.50' 4.00' x 4.00' Horiz. Orifice/Grate Limited to weir flow C= 0.600
MPrimary OutFlow Max=0.75 cfs @ 15.00 hrs HW=47.55' (Free Discharge)
t1=Culvert (Passes 0.75 cfs of 9.35 cfs potential flow)
12=Orifice/Grate (Orifice Controls 0.09 cfs @ 5.9 fps)
3=Orifice/Grate (Weir Controls 0.66 cfs @ 0.8 fps)

0
HAPROJECTS\2007\07128 - Calabash Town Center\Calculati ns H� 24 Ladd\ r NCDENR Rainfall=3.50"
Calabash Town Center 03-05-08 Type y
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc. 3l6/2008
HvdroCADO 7.10 s/n 000479 © 2005 H droCAD Software Solutions LLC
Pond P3 DA3: Pond #3
Hydrograph
Inflow Area=3.397 ac
Peak Elev=47.55'
Storage=19,652 cf
.:.., .
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 16 19 20 21 22 23
Time (hours(
Pond P3 DA3: Pond #3
stage -Area -Storage
--'-----'----------- ---------StoMe.(6ub16ctee[1 --'-------
® Inflow
0 Primary
FTS—Ur—fa—mil
0 Storage

71
HAPROJECTS\2007\07128 - Calabash Town Center\Calculati ns Hyd2r4o Cadd\
Calabash Town Center 03-0"8 YP yr NCDENR Rainfall=3.50"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc. 3/6/2008
H droCADO 7.10 s/n 000479 © 2005 H droCAD Software Solutions LLC
Stage -Area -Storage for Pond P3 DA3: Pond #3
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
46.00
10,526
0
46.05
10,700
531
46.10
10,874
1,070
46.15
11,047
1,618
46.20
11,221
2,175
46.25
11,395
2,740
46.30
11,569
3,314
46.35
11,743
3,897
46.40
11,916
4,488
46.45
12,090
5.089
46.50
12,264
5,698
46.55
12,366
6,313
46.60
12,468
6,934
46.65
12,570
7,560
46.70
12,672
8,191
46.75
12,774
8,827
46.80
12,876
9,468
46.85
12,978
10,115
46.90
13,080
10,766
46.95
13,182
11,423
47.00
13,284
12,085
47.05
13,352
12,750
47.10
13,420
13,420
47.15
13,488
14,092
47.20
13,556
14,769
47.25
13,625
15,448
47.30
13,693
16,131
47.35
13,761
16,817
47.40
13,829
17,507
47.45
13,897
18,200
47.50
13,965
18,897
47.55
14,033
19,597
47.60
14,101
20,300
47.65
14,169
21,007
47.70
14,237
21,717
47.75
14,306
22,431
47.80
14,374
23,148
47.85
14,442
23,868
47.90
14,510
24,592
47.95
14,578
25,319
48.00
14,646
26,050
48.05
14,717
26,784
48.10
14,788
27,521
48.15
14,859
28,262
48.20
14,930
29,007
48.25
15,001
29,755
48.30
15,072
30,507
48.35
15,143
31,263
4?JAU - 10;L L4- "" 4,u42
48.45 15,285 32,784
48.50 15,356 33,550
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
48.55
15,426
34,319
48.60
15,497
35,093
48.65
15,568
35,869
48.70
15,639
36,649
48.75
15,710
37,433
48.80
15,781
38,220
48.85
15,852
39,011
48.90
15,923
39,806
48.95
15,994
40,604
49.00
16,065
41,405
49.05
16,134
42,210
49.10
16,204
43,018
49.15
16,273
43,830
49.20
16,342
44,646
49.25
16,412
45,465
49.30
16,481
46,287
49.35
16,550
47,113
49.40
16,619
47,942
49.45
16,689
48,775
49.50
16,758
49,611
49.55
16,827
50,450
49.60
16,897
51,293
49.65
16,966
52,140
49.70
17,035
52,990
49.75
17,105
53,844
49.80
17,174
54,701
49.85
17,243
55,561
49.90
17,312
56,425
49.95
17,382
57,292
50.00
17,451
68,163

STORMWATER SYSTEM NARRATIVE
CALABASH TOWN CENTER
CALABASH, NORTH CAROLINA
For
Shallotte Partners, LLC
1 Causeway Drive
Ocean Isle Beach, NC 28469
[phone]
March 2008
Prepared by:
NORRIS, KUSKE & TUNSTALL CONSULTING ENGINEERS, INC.
902 Market Street
Wilmington, North Carolina 28401
[phone]
[phone] (Fax)
pram-lrarZT&alraw oIra wj:

NARRATIVE
DESCRIPTION:
The project site is a 35 +/- acre tract located in Calabash, Brunswick County.
The soils of the site consist of lightly vegetated - moderately wooded - sandy - topsoil
and grades ranging from 0% to 2%. Approximately 32 acres will be graded to allow
construction of a new service road and sales center with paved parking and paved
access. The runoff from the site is estimated using the SCS Peak Discharge 10-year
design storm and rainfall data for the area. Construction is scheduled to begin as soon
as all permits and approvals are obtained.
The project consists of a two phase development which will encompass both
commercial and residential projects. Approximately 32 acres will be disturbed and
18.75 acres (58.6%) will be covered by impervious surfaces.
EROSION CONTROL MEASURES:
The attached plans and specifications outline the requirements for erosion
control measures. Silt fencing will be provided along each side of the entrance drive
where stormwater would be expected to sheet flow from disturbed areas directly to
adjacent property. Gravel check dams will not be provided unless the Contractor has to
temporarily discharge into an open ditch instead of the proposed storm drain outFall.
The detention pond areas will be used as a silt basin during construction and restored
to its design contours prior to completion. A gravel construction entrance will be
constructed along both Clariday and Old Georgetown Road entrances. Maintenance
will be provided by the grading contractor and developer.
STORMWATER MANAGEMENT MEASURES:
The project site is located in Brunswick County. Land disturbing on the site will
exceed one acre, which requires the site to comply with the both the State and Local
Regulations. The stormwater runoff from the development will be directed to one of
three stormwater detention ponds. The stormwater detention ponds were designed to
accommodate this site at 63-55% impervious area site coverage.
CONSTRUCTION SEQUENCE:
The Contractor will install the gravel construction entrance and silt fence prior to
beginning any clearing and grading operations. Additional silt fence will be installed
_when_and_if_conditions warrant during construction. The detention pond/silt basin will

be constructed immediately after that portion of the site is cleared, and outlet structure
with protection will be installed. Disturbed areas will be landscaped or seeded upon
completion.

J. Phillip Norris, P.E.
�+JRRIS, KUSKE & TUNSTALL John S. Tunstall, P.E. John A. Kuske, III, P.E.
Kent P. Harrell, P.E. James T. Pyrtle, P.E.
CONSULTING ENGINEERS, INC. Philip Bevilacqua, P.E. J.A. Kuske, P.E.
902 Market Street • Wilmington, NC 28401-4733 • Phone [phone] • Fax [phone]
E-Mail: [e-mail]
D Au r d CO k LETTER OF TRANSMITTAL
To:
_
is
Date: August 3, 2007
Job No. 07123
NC DENR
subject: Calabash Town Center
WE ARE SENDING YOU VIA
® ATTACHED ❑ UNDER SEPARATE COVER
❑ SHOP DRAWINGS ❑ PRINTS ❑ TRACINGS
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER
❑
FAX TRANSMITTAL: NUMBER OF PAGES
INCLUDING THIS TRANSMITTAL
Call 910-343-9653 if you have any difficulty
receiving this message.
COPIES
DATE
NO.
DESCRIPTION
1
Water Quality Classification Request
AUG 0 6 2007
BY: '
❑
❑
AS REQUESTED
FOR YOUR USE
® FOR REVIEW AND COMMENT ❑ FOR APPROVAL
❑ FOR BIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS:
CC:
SIGNED Joseph K. Bland, El / neh
CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privileged and confidential, intended for the sole use of the
addressee. If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination,
distribution or copying of this document is strictly prohibited. If you have received this document in error please immediately notify the sender and
return to the address above.

...'t Permit No. .SGu BO,fe, ZZ
k ' ► State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATER QUALITY CLASSIFICATION REQUEST FORM
This form may be photocopied for use as an original.
PROJECT INFORMATION
NKT #07123
17
In order to determine whether a State Stormwater Management Permit will be required for a project in a'
non -coastal county; the classification of the closest downslope surface waters (the surface waters that any sheet
flow or overflow from the project would flow toward) must be determined. Please complete Sections I and 11
below. DQW Staff will determine the receiving stream classification, complete Section III, and return the
completed form to you.
Project Name: Calabash Town Center County: Brunswick
2.. Contact Person: Joseph K. Bland, E.I. / Norris, Kuske & Tunstall
3. Mailing Address: 902 Market Street
4. City Wilmington State NC Zip 28401 Phone No. 910-343-9653
5. Name of closest downslope surface waters: A UT of Shingle Tree Swamp
Signature of contact person / l Date: al31o7
Is a Sedimentation Erosion Pontrol Plan or a CAMA Major Permit required? XYES NO
11. REQUIRED ITEMS
An 8" x I I" copy of the appropriate portion of a USGS quad sheet showing the project' s property
boundaries, receiving stream, major roads or State Roads numbers, and nearest town or city must be
attached.
III. CLASSIFICATION REQUEST (To be compleled by Regional Of personnel)
1. Name of surface/1waters: 0 r- L/" t7 re 64
2. River Basin: LaMl[ e� Index No. - L — 2
3. Classification (as established by the Environmental Management Commission): K,
4. Proposed Classification, if applicable: A
5. State Stormwater Management Permit required X YES NO
6. Signature of Regional Office personnel: j '— I--
'e9 7
cc:
Engineer
"Building Inspector , I b 0 `)
Central files
Form SWU-1 I I Version 10.99

39
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4� ,,
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Copynght (C) 1997, M�a�pte�ch, Inc. 7,h,A .l

00071240120
107e 04M2007 1:1e PM
LIMITED, LIABILITY COMPANY
ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: Shallotte Partners, LLC
STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L.C. ID NUMBER: 0856715
NATURE OF BUSINESS: Real Estate
REGISTERED AGENT: Stuart F. Cooke
7we�yaeda�aeo
FEDERAL EMPLOYER ID NUMBER:
REGISTERED OFFICE MAILING ADDRESS: Number One Causeway
Ocean Isle Beach NC 28469
REGISTERED OFFICE STREET ADDRESS: Number One Causeway
Ocean Isle Beach
Brunswick
SIGNATURE OF THE NEW REGISTERED AGENT:
NC 28469
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE TELEPHONE NUMBER: 910-57 9-2800
PRINCIPAL OFFICE MAILING ADDRESS: Number One Causeway
Ocean Isle Beach NC 28469
PRINCIPAL OFFICE STREET ADDRESS: Number One Causeway
Ocean Isle Beach NC 28469
Name: Stuart F. Cooke
Address: Number One Causeway
Title: Manager/Member City: Ocean Isle Beach state: NC zip: 28469
Name:
Address:
Title: City: State: Zip:
Name:
Address:
Title: City: State: Zip
CERTIFICAZIONAEPORTMUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
X/7-o�
FORM MUST 13E SIGNED B GER/MEMBER ATE
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $200 MAIL TO: Secretary of State 0 Corporations Division 0 Post Office Box 29525 0 Rele4h, NC 27626-0525

Aug 03 07 07:45a Cooke Development 9105792801 p.22
SCHEDULE 11
List of Managers of Shallotte Partners, LLC
1. Patrick Ballantine
6008 Forest Creek Circle
Wilmington, NC 28403
2. Stuart Cooke
1 Causeway Drive
Ocean Isle Beach, NC 28469
3. Jeff Milliken
5701 Simmons Road
Ash, NC 28420
4. Jim Myers, III
P.O. Box 240351
Charlotte, NC 28224
Page 21

SOSID: 0856715
NC SEC OF STATE 919 807 2039 07/03 '06 08:
State of North Carolina
Department of the Secretary of State
United Uability Company
ARTICLES OF ORGANIZATION
Date Filed: 7117/200610:33:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200600600168
Pursuant to @67C-2-20 of the Gmerai Statutes of North Caroliina, the undersigned does hereby
submit these Articles of Organization for the purpose of forming a limited liability company.
The name of the limited liability company is: ahallotto Partners, I.LC
If the limited liability company is to dissolve by a specific date, the latest date on which
the limited liability company is to dissolve: (ff no date for dissolution is specified, there
shelf be no limit on the duration of the flmltedllability company.)
3. The name and address of each person executing these articles of organization Is as
follows: (State whether each person is executing these articles of organization in the
capacity of a member, organizer or both).
VAee/ grA llrT
b 11 o 6 Qe,%AI1 O fI-'k S e✓
Ozer-- hle ae&,4r 00 L a 8 46 9� 6"'o 'C k Co,-.
4. The street address and county of the initial registered office of the limited liabllity
company Is: 6 j/Q6 t3Fac Of . , S tv
Number and Street.
City, State, Zip Code Ooaaa xsio Beach, NC 28469 County Bnuas.ick
S. The mailing address Nfflftentfrom the street addresA of the initial registered office is:
6. The name of the initial registered agent is: 00tA / p r/ Q twit e ><T
7. Principal office information: (Select eiMer a orb.)
a. [E The limited liability company has a principal office.
The street address and county of the principal office of the limited liability company is:
Number and Street p-Bber oao caaaeway
City, State, Zip Code Oeoon Salo Bosch, SC 28469 County Brwwwiek
The malling address Ndr7ferent from lye street ate, of the principal office of the
corporation is: _
b. The limited liability company does not have a principal office.
4mple'.roc
•+ � rtcrcwGZ0�6: �394098531�TWVB�=9 190-Gi-G

C200605300712
01/23/2006 05:43 7045417642 JMCONNOR
LIMITED LIABILITY COMPANY (LLC)
ANNUALREPORT
NAME OF LIMITED LIABILITY COMPANY:
INTEGRATED PROPERTIES, LLC
STATEOFOROANIZATION: NC
SECRETARY OF STATE L.L.C. ID NUMBER: 0504 755
FEDERAL EMPLOYER ID NUMBER: -
IF THIS IS THE INITIAL ANNUAL REPORT FILING, PLEASE COMPLETE THE ENTIRE FORM. IF YOUR
LLC'S INFORMATION HAS NOT CHANGED SINCE THE PREVIOUS REPORT, PLEASE CHECK THE BOX
AND COMPLETE LINE 8 ONLY.
1. REGISTERED AGENT d REGISTERED OFFICE MAILING ADDRESS:
JAMES H. MYERS III
P.O. BOX 240038
CHARLOTTE, NORTH CAROLINA 28224
2. STREET ADDRESS AND COUNTY OF REGISTERED OFFICE:
529 HEBRON STREET
CHARLOTTE, NORTH CAROLINA 28273
MECKLENBURG
S. IF THE REGISTERED AGENT CHANGED, SIGNATURE OF THE NEW AGENT:
4, ENTER PRINCIPAL OFFICE ADDRESS HERE: ADDRESS
SOSID: 0504755
Date Filed: 2/22/2006 2:32:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200605300712
FISCAL YEAR ENDING: 12 / 31 / 00
MONTH/DAY/YEAR
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
529 HEBRON STREET
CITY-ST-ZIP- CHARLOTTE, NORTH CAROLINA 28273
5. ENTER PRINCIPAL OFFICE TELEPHONE NUMBER HERE: 704-554--8397
PLEASE INCLUDE AREA CODE
8. ENTER NAME, TITLE,ANDBUSINESS ADDRESS OF MANAGER(S)HERE:
.TAMES B. MYERS, III
MANAGING MEMBER
2804 CARMEL ROAD
CHARLOTTE, NORTH CAROLINA 28226
7. BRIEFLY DESCRIBE THE NATURE OF BUSINESS:
MANAGEMENT OF REAL ESTATE
8. GERTI L'TIONO P ANNUA SPORT UST BE GOMPLETEC BY ALL L(NIT9D LIABILITY COMPANIES
. FORM MUST BE SIGNED BY NAGER OF THE L•L,C. DATE
MANAGING MEMBER
TYPE OR PRINT NAME TYPE OR PRINT TITLE
=221
12-07•00

NC'SEC OF STATE 919 807 2039
a. Check on of the following:
07/03 T6 08:02 NO.358 04/04
r r(ij fN�rnRyu-edl CC: all members by virtue of their status asmen
agers of lbers
shall be manthis'limlted liability company.
(n) Marx;Vw =agsdLLC: except as provided by N.C.G_S. Section 57C3-
20(a), the members of this limited liability company shall not be managers by virtue of
their status as members.
9. Any other provisions which the limited liability company elects to include are attached.
10. These articles will be effective upon filing, unless a date end/or time Is specified:
clash a, Zoos
This is the let day of December 20 os
Shallotge Partners LLC
afoatum
OGnie� dn,..r t"F ryt.. .zrr
Type or Print Name and 7ft
NOTES:
1. Finrty fee in stab. 7Tb documaM must be riled wtth the secretary of state
CORPORAMNS OMSION
(RBWSW ✓anuary20p2)
P.O. BOX 29622
RALEIGH, NG 27e28-QW2
(Form L-01)
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AKWASEAL
A pond liner consisting of two water
barriers — bentonite clay and a flexible
plastic membrane. The bentonite clay is
n
sandwiched between two textiles which
are needlepunched together. The
membrane is permanently laminated to the outer textile surface. The result is a
self -healing, self-sealing liner system
perfect for all types of water
containment projects.
7rt iti.,'ua x'l.. .:•�s r' TEXTILE
` ^•, it�p� C h NTONIIE
GE
KT
— TEXTILE
__..—ELEXIBLE PLASnG
MEMBRANE

• Oldest known lining material
• Not always available
• May deliver acceptable performance at low
cost, but difficult to construct
• Variability in clay quality and consistency may
cause leakage
• Compacted clay liner can crack due to
temperature variations and settlement
a
POND LINER
• Readily available at economical price
• Exposed liner can puncture and degrade
• Fundamentally impermeable
• Small holes typical with construction can cause liner failure
• Synthetics are less dense than water - Liner may float
or balloon
• Seaming may require specialty trained personnel
and equipment
800.527.9948 www.cotco.com

AGRICULTURAL WASTE LAGOON
Minnesota commercial dairy needed to build a 30,000 It' waste
containment pit meeting government requirements. With performance
superior to an ordinary plastic liner, Akwaseal was chosen as the liner
system to meet these regulations and eliminate the risk of liner
flotation due to gas build-up. Akwaseal eliminated the need for
specialty welding equipment and crews. Installation was performed
by a local excavation company using rented equipment.
WORLD CLASS FISHERY
Colorado development contains upscale homesteads surrounding
private streams and ten acres of lakes teeming with trophy golden
trout. The lake and stream lining posed a challenge as the native
soils were very rocky and porous. Owner had concerns that a
traditional plastic liner might develop holes during construction in
these harsh conditions. Akwaseal was chosen to provide durability,
superior water containment, and a natural looking installation.
CORPORATE DECORATIVE POND
Michigan decorative lake surrounds a new construction tower
housing an employee cafeteria. It is the centerpiece of an extensive
landscaping area which includes decorative mounds, trees, picnic
areas, and walkways. Good clay deposits were available within a
reasonable hauling distance, but Akwaseal was the lower cost
alternative. The site also benefited from the sodium bentonite clay
contained in Akwaseal. The seasonal temperature changes causing
the pond to freeze and thaw have had no impact on the
liner's performance.
WETLANDS CONSTRUCTION
Arizona correctional facility constructed an innovative 4 million
gallon wetlands project as a habitat for endangered flora and desert
puff fish. High permeability native soils demanded the use of
Akwaseal to provide water containment. Simple installation allowed
the facility to use their own labor and minimize costs.
W
800.527.9948 www.cotco.com
For more information please contact CETCO
W"Awaseal.com or your nearest Akwaseal distributor.

f �00 Technical Dati
LINING TECHNOLOGIES
Akwase
• Pond
Akwaseal is CETCO's composite pond liner consisting of two water barriers—
bentonite clay and a flexible plastic membrane. The bentonite clay is sandwiched
between two textiles which are needlepunched together. The membrane is
permanently laminated to the outer textile surface. The result is a self -healing,
self sealing liner system suitable for many types of water containment projects.
MATERIAL
PROPERTY
TEST
METHOD
TYPICAL VALUE
Bentonite Swell Index
ASTM D 5890
24 mL12g
Bentonite Fluid Loss
ASTM D 5891
18 mL
Bentonite Mass/Area'
ASTM D 5993
0.50 Ib/ft2 (2.44 kg/m2)
Tensile Strength
ASTM D 4632
120 Ibs (530 N)
Leakage Rate
CETCO
Design
Method
40 gal/acre/day (0.0014 in/day)
360 liters/hectare/day (0.036
mm/da
Notes
'Bentonite mass reported on dry weight basis. Finished product contains some
moisture, so actual unit weight is higher.
2Maximum expected leakage rate of a complete seamed liner system, as based
on lab testing. Actual performance may be higher or lower than this amount
depending on site conditions and installation quality. Refer to CETCO's
Akwaseal Pond Design Manual for further details.
3Typical values are based on periodic data
POLOG
►�LINING TECHIES
8/2005
1500 West Shure Drive Arlington Heights, 11 00004 USA 900.527.9948 Fax $47.577.5566 1 "I info u ecico.o ml
For the most up-to-date product inforniation please visit our website, c"Nc ,.cetco.com
A wholly owned subsidiary of AW01. International Corporation
The infitmtation mid data cwntained herein arc believed to be accurate and reliable CL I CO makes no warrant_c
of any kind and accepts no responsibility for the results obtained through application of this information.

LINING TE CNNO La GIES
muc -"33
Technical Data
Akwaseal° Pond Liner
STANDARD PANEL SPECIFICATIONS
Panel Dimensions..............................Width = 15 ft (4.57 m)
Length = 100 ft (30.5 m)
Total Panel Area.. .............................. 1, 500 sq ft (139.4 sqm)
Effective Area ...... .............. ................ 1,420 sq ft (132 sqm)
(Assumes 6 in (150 mm) edge overlap
and 2 ft (600 mm) end -of -roll overlap)
STANDARD ROLL SPECIFICATIONS
Dimensions........................................Length = 16 ft (4.9 m); Diameter = 22 in (559 mm)
Nominal Weight ......... ................. ....... 1,500 Ibs (680 Kg)
Core Diameter...................................4 in (100 mm) I.D.
Packaging..........................................2 mil (0.05 mm) polyethylene sleeve
STANDARD SHIPPING SPECIFICATIONS
Flatbed Truck Shipment Size- ... ...... ..30 rolls; 45,000 sgft (4,181 sqm)
(All shipments will contain three stacks of rolled materials on flatbed)
UNLOADING AND HANDLING EQUIPMENT
Core Pipe, ..... ............................ Length = 18 ft (5.5 m); O.D. = 3.5 in (90 mm)
Strength Rating = XXH or strongest available
Alternatives ....................................... Solid steel pipe with above dimensions
Custom -fabricated "stinger for forklift
Spreader Bar ...... ............. .................. I -Beam supported by chains
Straps ...... ............................... ........... Factory -placed lifting straps available upon request
8/2005
1500 West Shum Drive Arlington Heights, IL 60004 USA 800,527,9948 Fax [phone] I u06-dcctru Lom
For the most up-to-date product information please visit our website. cvm
A wholly owned subsidiary of AMC01, International Corporation
the information and data contained herein are believed to be accurate and reliable. C ETCO makes no warranty
of any kind mid accepts no responsibility for the results obtained through application of this information.

sealo COMPARISON
POND LINER
Plastic liners are commonly used to contain water where native soils will not.
Unfortunately, these low-cost liners only offer a short term answer. By combining a flexible
plastic membrane with a layer of bentonite clay, Akwaseal" provides a more permanent solution.
Property Plastic Membrane Akwaseal Pond Comment
PVC, HDPE, LLDPE, EPDM
Leakage Up to 4,500 gallons per Approximately 40 gallons per Holes in plastic membranes can leak excessively.
Rate acre per day assuming acre per day Akwaseal is self -healing. The bentonite Inside seals the
a few small punctures. punctured. defects resulting in greatly reduced leakage when the liner
is accidentally punctured during or after Installation.
Puncture 30 —100 Ibs, depending 110 lbs, with strength gained Akwaseal has a higher puncture resistance than all but the
Resistance on type and thickness from compositethickest plastic liners.
Life
Varies depending on
Indefinite when properlySome plastic liners contain plasticizers which can leach out
Expectancy
type of plastic and
beneath one footof the liner causing it to become brittle and easily damaged.
exposure
Other plastic liners will deteriorate with long-term exposure
to sunlight or daily temperature variations. Akwaseal under
a soil cover will not be affected by these conditions and its
bentonite clay component formed by sea water and
Requires experienced
volcanic ash is already over 100 million years oldl
Can be properlyAkwaseal's simple overlapped seams make it far easier to
Ease of
Installation
installers to seam
unskilled labor.install than plastic membranes, whose panels must be heat -
panels, seal
detail seals are easily handled welded or solvent -glued. Plastic membranes must be
penetrations, and check
with accessory bentonite. fastened to concrete walls or other structures, which is
for leaks/holes.
difficult and time-consuming. Akwaseal is sealed to these
structures simply by direct contact with the addition of
*=;I "
LINING TECHNOLOGIES
UW West Shure Droe Arlington Heights. IL 600014 USA 800527.9948 Fax [phone] [ 17!6.
For the most up-to-date product information please visit our webs ne, s+ s% ss:lse,d aull
A wholly owned subsidian of AMCOL International Corporation
The information and data conlamed herein are believed to be accurate and reliable. CE rco makes no warrane
or any kind and accepts no responsibilm for the results obtained through application of this mtormation. August 2005

SOSID:
Date Filed: 3/10/2005 11:54:00 AM
Elaine F. Marshall
North Carolina Secretary of State
State of North Carolina C200506600161
Department of the Secretary of State
APPLICATION TO RESERVE A BUSINESS ENTITY NAME
I
Pursuant to SSD-23 of the General Statutes of North Carolina, the undersigned hereby applies to the Secretary of State to reserve the
following b iness entity name:
' I
I
I. The b4siness entity name to be reserved is:
r�
2. The nirtre of the applicant is: J u a(t-� IF, C�oAp
3. The aldress of the applicant is:
Street (Address _ 4— l� a r) S'P IJJQrf./ rl e
I� I
City, State, Zip Code (a a fJ �.�\`2 QlP it Ylr N C 'C l
4. The al}ove entity name is to be reserved for a nonrenewable period of 120 days from the date of the filing of this application. A I �1
This the L �— day of � , 20_(1 .
S4 tick & F. e�� ,�ayre,
Type or Print Name Title
NOTES:
1. Fitlail fee Is S30. This document most be filed with the Secretary of State.
CORPORA ONS DIVISION P. O. BOX 29622 RALEIGII, NC 27626-0622
(Revised 011ober 1002) (Form BE-03)

ANNUAL REPORT FOR
'LIMITED LIABILITY COMPANY
NAME OF LIMITED LIABILITY COMPANY:
INTEGRATED PROPERTIES, LLC
STATE OF ORGANIZATION: NC
SECRETARY OF STATE L.L.C. 10 NUMBER qy-j O 11 D�D
FEDERAL EMPLOYER ID NUMBER
CHECK HERE IF INFORMATION HAS NOT CHANGED SINCE MOST RECENTLY FILED ANNUAL
REPORT, COMPLETE LINE 8 ONLY.
1. REGISTERED AGENT& REGISTERED OFFICE MAILING ADDRESS:
2: STREET ADDRESS AND COUNTY OF REGISTERED OFFICE:
3. IF REGISTERED AGENT CHANGED, SIGNATURE OF NEW AGENT:
4. ENTER PRINCIPAL OFFICE ADDRESS HERE: ADDRESS -
CITY - ST - ZIP -
5. ENTER PRINCIPAL OFFICE TELEPHONE NUMBER HERE:
20 046 0025
FISCAL YEAR ENDING: 12 / 3 1 / 9 9
FILED
FEB 15 Z:A
EFFECTIVE
E, NE F MARbH&L
SECRETARY OF STAT15
SIGNATURE CONSTITUTE CONSENT TO APPOINTMENT
PLEASE INCLUDE AREA CODE
6. ENTER NAME, TITLE, AND BUSINESS ADDRESS OF MANAGER(S) HERE:
7. BRIEFLY DESCRIBE THE NATURE OF BUSINESS:
S. CERTIFICATION =UST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES �
Z//1 /OL9
FORM MUST BE SI ED BY MANAGER OF L.L.C. DATE
�,�7✓� L /� yCS MANAGING MEMBER
TYPE OR PRINT NAME TYPE OR PRINT TITLE
North Carolina Department of The Secretary of State
989231
01-07-M

2v
I Mdted Llabllity Compimy
Articles of Organisation
CORP ID * P5 W70
FILED
zO�m
S � P 0 1 1999
Effective
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned d INE Fes"'
hereby submit these Articles of Organization for the purpose of forming a limited tiabiltiy corn RE'r Cff STATE
TA E
The name of the limited liability company Is: Integraaed Properties, LLC
2. The latest date on which the limited liability company Is to dissolve Is: December 31, 2050
3. The name and address of each organizer executing these articles of organization Is as
follows (at least two persons must execute this document; attach additional pages If
necessary):
James B. Myers, III David L. Myers
Post Office Box 240351 Post Office Box 240351
Charlotte, NC 2=4 Charlotte, NC 2=4
4. The street address and county of the Initial registered office of the limited liability company is:
Number and Street: 529 Hebron Road
City, State, Bp Code: Charlotte, North Carolina 28273 County: Mecklenburg
5. The mailing address if different from the street address of the Initial registered office Is: Post
Of floe Box 240351, Charlotte, North Carolina 28M.
8. The name of the Initial registered agent Is: James B. Myers, III
7. Check one of the following:
(� Member managed LLC: all of the members by virtue of their status as
members shall be managers of this limited liability company.
pq Manager -managed LLC: except as provided by N.C.G.S. §57C-3-20(a), the
members of this limited liability company shall not be managers by virtue of
their status as members.
8. Any other provisions which the limited liability company elects to include are attached.
9. These articles will be effective upon filing, unless a date and/or time is specified.
Is day of August, 1999.
B. , Ig anagerORGANI7FR David L. Myers, !Manager GANIZER
S:
Fire fee Is $125. iHe 6u4un d end one axed or ca .b.. ed copy d use arflelee mud be Sod with the Seadwy
Of Side.