SW8080622_HISTORICAL FILE_20100503

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 090\-o22
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
201601503
YYYYMMDD

t
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Colleen H. Sullins
Governor Director
May 3, 2010
James B. Myers, III, Managing Member
Integrated Properties, LLC, Member/Manager
Shallotte Partners, LLC
P.O. Box 240351
Charlotte, NC 28225
Subject: State Stormwater Management Permit No. SW8 080622 Mod
Calabash Town Center
High Density Commercial Wet Pond Project
Brunswick County
Dear Mr. Myers:
Dee Freeman
Secretary
The Wilmington Regional Office received a complete minor modification to the existing State Stormwater
Management Permit for Calabash Town Center on May 3, 2010. 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 May 3, 2010,
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 150E of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis,
or me at [phone].
Sincerely,
CS
Georgette D. Scott
Stormwater Supervisor
Division of Water Quality
GDS/arl: S:\WQS\STORMWATER\PERMIT\080622.may10
cc: Brunswick County Inspections
Jeff Phillips, Brunswick County Engineering
Phil Norris, P.E., Norris, Kuske, & Tunstall
Wilmington Regional Office Stormwater File
DWQ Central Files
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 Norttyh Caro t t n a
Internet: v .ncwaterquality.org �LLtur�ll�
An Equal Opportunity 1 Alfirmative Action Employer

State Stormwater Management Systems
Permit No. SW8 080622 Mod.
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
Shallotte Partners, LLC and Integrated Properties, 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
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 of this permit. The subdivision is permitted for
5 lots, each limited to a maximum amount of built -upon area as indicated in
Section 11.13 (f) of this permit. The stormwater controls labeled Pond #1, Pond
#2 and Pond #3 have been designed to handle the runoff from a maximum of
335,527 sq. ft., 301,281 sq. ft. and 154,403 sq. ft., of built -upon area
respectively.
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 9

State Stormwater Management Systems
Permit No. SW8 080622 Mod.
The following design criteria have been provided in the wet detention ponds and
must be maintained at design condition:
a. Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
b. Total Impervious Surfaces ft2:
Buildings, ft2:
Streets, ft2:
Parking, ft2:
Sidewalks, ft2:
Other onsite, ft2:
Future, ft2:
Tract 1, ft2:
Tract 2
Tract 3
Tract 4
Tract 5
c.. Average Pond Design Depth, feet:
d. TSS removal efficiency:
e. Design Storm:
f. Permanent Pool Elevation, FMSL:
g. Surface Area at Permanent Pool, ft2:
h. Permitted Storage Volume, ft3:
i. Storage Elevation, FMSL:
j. Predevelopment 1 year 24 hour, cfs:
k. Post development 1 year 24 hour, cfs:
I. Controlling Orifice:
m. Permanent Pool Volume, ft3:
n. Forebay Volume, ft3:
o. Maximum Fountain Horsepower:
p. Receiving Stream / River Basin:
q. Stream Index Number:
r. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
Pond 1 Pond 2 Pond 3
12.27
10.30
6.33
534,524
301,281
154,403
0
0
0
335,527
301,281
154,403
35,343
49,491
27,464
45,388
21,708
16,453
41,648
85,283
43,951
13,618
15,726
8,424
1,750
0
0
10,000
10,000
10,000
18,649
0
0
59,465
0
0
95,385
0
0
14,331
119,073
0
0
0
48,111
4.5
4.5
3.5
90%
90%
90%
1.5"
1.5"
1.5"
45.5
45.5
45.5
31,167
31,362
18,580
42,175
38,198
21,266
46.70
46.5
46.5
0.519
0.436
0.268
0.218
0.181
0.09
3.75"0 pipe
3.50"0 pipe
2.50"0 pipe
118,603
124,960
62,299
25,189
26,062
11,997
1/3 HP
1/3 HP
1/4 HP
UT Calabash River / Lumber
15-25-13
"SA;HQW" (>1/2 mile from)
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage
feature (such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot 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. Both the permittee and the individual property
owner are subject to enforcement action and potential fines for exceeding the
maximum permitted built -upon area.
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
either the permittee or the homeowner of the responsibility to maintain
compliance with the permitted BUA limit.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 080622 Mod.
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.
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. 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.
11. 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.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 080622 Mod.
12. 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.
13. The recordation of deed restrictions is required in order to maintain compliance
with the permit. The permittee shall cause the following statements to be
recorded, prior to the sale of any lot:
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.
f. The maximum built -upon area, in square feet, for the five tracts shown on
the approved. plans is listed as follows:
Tract #
Maximum BUA
1
18,649 sf
2
59,465 sf
3
95,385 sf
4
133,404 sf
5
48,111 sf
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 5 of 9

State Stormwater Management Systems
Permit No. SW8 080622 Mod.
14. 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.
15. 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.
16. 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.
17. 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.
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 any
of these ponds is shown in Section 1.6 of this permit.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
At least 30 days prior to a change of ownership, or a name change of the
permittee or of the project, or a mailing address change, the permittee must
submit a completed and signed Name/Ownership Change form to the Division of
Water Quality, accompanied by the supporting documentation as listed on 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. Neither the sale of
the project area in whole or in part, nor the conveyance of common area to a
third party, shall be considered an approved 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.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 080622 Mod.
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.
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.
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 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 modified and reissued this the 3rd day of May 2010.
CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 080622 Mod.
Calabash Town Center
Stormwater Permit No. SW8 080622
Brunswick County
Designer's Certification
Page 1 of 2
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist -of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems .
Permit No. SW8 080622 Mod.
Certification Requirements:
Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
Page 9 of 9

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
-ice
sos��SS
O Olv
Applect all ticable Rules:
(selhat apply)
❑ Coastal SW -1995 ❑ Coastal SW - 2008 Ph II - Post Construction t•/lcr
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
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. 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
2. Location of Project (street address):
City:Calabash County:Brunswick
3. Directions to project (from nearest major intersection):
Project resides at the NW corner of NC 179 Business (Old Georgetown Road) ,and SR 1164 (Clariday Road)
4. Latitude:33° 54' 00" N Longitude:78* 33' 60" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 080622 , its issue date (if known)September 18, 2008 and the status
of construction: ®Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, N/A and the previous name of the project, if different than currently
proposed, N/A _
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 23 - ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:Erosion Control ID# BRUNS-2008-188 dated November 5, 2007
Form SWU-l0l Version 07Ju1}2009
RECEIVED
FED 0 5 2010
BY:_
Page l of 6
E

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Shallotte Partners LLC
Signing Official & Title:iames B. Myers III/ Managing Member
b. Contact information for person listed in item la above:
Street Address:11024 Nations Ford Road
City:Pineville State:NC Zip:28134
Mailing Address (if applicable):P.O. Box 240351
City:Charlotte State:NC Zip:28225
Phone: (704 ) 755-8397 Fax: ( ) N/A
Email:N/ A
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or c
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title: A
b. Contact information for person listed in item 2a above:
Street Address:
City: State:
Mailing Address (if applicable):
City: State:
Phone: ( ) Fax: ( )
Email:
(This is the
6s
3. a. (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official &
b. Contact information for person listed in item 3a above:
Mailing
City:_
Phone:
State:
Fax: ( )
4. Local jurisdiction for building permits: Town of Calabash
Point of Contact:Stanley Dills Phone #: (910 ) 579-6747 Ext 1
Form SWU-101 Version 07July2009 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater
2. a. If claiming vested rights, identify the supporting documents provided and the date B�ppro
El Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit 1- Issued Date:
®Other: Fa(6k/ijSWnermir Date:-IB-200
b.Identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ® Ph II - Post Construction
3. Stormwater runoff from this project drains to the Lumber River basin.
4. Total Property Area: 34.95 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area':34.95 acres
Total project area shall be calculated to exclude the following the normal pool of impounded strictures, the area
between the batiks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 51.97 %
9. How many drainage areas does the project have?3 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10.Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Draina e Area 1
Draina e Area 2
Draina e Area 3
Draina e Area _
Receiving Stream Name
UT of Calabash
River*
UT of Calabash
River*
UT of Calabash
River*
* Project resides
outside of
Stream Class
SA; HQW
SA;HQW
SA;HQW
mile line of
Stream Index Number *
15-25-13
15-25-13
15-25-13
SA waters
Total Drainage Area (so
534,524
448,873
275,679
On -site Drainage Area (so
534,524
448,873
275,679
Off -site Drainage Area (so
0
0
0
Proposed Impervious Area** (so
335,527
301,281
154,403
Impervious Area** total
62.77
1 67.12
56.00
Impervious- Surface Area
Drainage Area l
Drainage Area 2
Drainage Area 3
Drainage Area _
On -site Buildings/Lots (so
35,343
49,491
27,464
On -site Streets (so
45,338
21,708
16,453
On -site Parking (so
41,648
85,283
43,951
On -site Sidewalks (so
13,618
15,726
8,424
Other on -site (so
1750
0
0
Future (so
10,000
10,000
10,000
Off -site (so O)uf mz rj
187830
119,073
48,111
Existing BUA*** (sf)
1 0
0
0
Total (so:
1 335527
301,281
154,403
* Stream Class and Index Number can be determined at: http://h2o.enr.state.ne.us/bims/reports/reportsWB.htnd
'* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form S WU-101 Version 07July2009 Page 3 of 6

** Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from ht!p://h2o.eftr.state.nc.us/su/­bmp forms.htm.
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. A detailed application instruction sheet and BMP
checklists are available from http://h2o.enr.state.nc.us/SU/bmp forms.htm. The complete application
package should be submitted to the appropriate DWQ Office. (The appropriate office may be found by locating
project on the interactive online map at hUp:/ /h2o.enr.state.nc.us/"­su/msi maps.htm.)
Please indicate that the following required information have been provided by initialing in the space provided for
each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for
each submitted application package from htW://h2o.enr.state.nc.us/su/`bmp forms.htm.
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/12ages/`onestoMxpress.htmi for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/ managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within Vs mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
It. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of imp
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal w s.
i. Dimensioned property/ project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
i
Mmot•
W 21
Form SWU-101 Version 07July2009 Page 4 of 6

m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Ve etated buffers (where r uired)
p- g eq A
9. Copy of any applicable soils report with the associated SHWT elevations (Please identifyIhrl�
elevations in addition to depths) as well as a map of the boring locations with the existing ff//
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 2468 Page No:1148 qrK r_,L '
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC I
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the N
Secretary of State, otherwise the application will be returned. C�
http://www.secretaiy.state.nc.us/Cori?oratiorts/CSearch.aspx I
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
FFB 51010
For all subdivisions, outparcels, and future development, the appropriate property restric "' nd protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or oposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must "de
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions an
protective covenants forms can be downloaded from
http://­h2o.enr.state.nc.us/su/bml2 forms.htm!ldeed restrictions. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, 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 NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineers Phillip Norris P.E.
Consulting Firm: Norris Kuske & Tunstall Consulting Engineers Inc.
Mailing Address:1429 Ash -Little River Road
State:NC Zip:28420
Phone: (910 ) 287-5900 Fax: [phone]
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item lb) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 07July2009 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
I, a Notary Public for the State of County of
do hereby certify that
before me this _ day of
personally appeared
. and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in Contact Information, item 2) lames B. Myers III Managing Member
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective cov is will be recorded, and that the proposed project complies with the requirements of the
applicable storm ate rules uncut 15A kJCAC 2H .1000, SL 2006-246 (Ph. II -Post Construction) or SL 200&-211.
a /!✓ %l9 Bounty of
1, a Notary y Public for the fate of /
(t�bwe do hereby certify that �l G r 1� P1� personally appeared
before me thisa day of ` &W Q and agk�owle e thq dire of dCution of the application for
a stormwater permit. Witness my hand and official seal, r/_ I/1 lhl 1/ / I
SEAL
My commission expires �,&t V �k1r
FEB 0.5 2010
Form SW U-101 Version 07July2009 Page 6 of 6

nIK'r a7rz8
40.
NCDENR
North Carolina Department of Environment and Natural Resourge.§- o b Z009
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins $Y: Qee_&eeman
Governor Director Secretary
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I. CURRENT PERMIT INFORMATION 03C)&22-
1. Stormwater Management Permit Number: Sw8 0.84645-2-
2. Project Name: Calabash Town Center
3. Current Permit Holder's Company Name/Organization: Shallotte Partners, LLC
4. Signing Official's Name: Stuart Cooke Title:
(person legally responsible for permit)
5. Mailing Address: 1 Causeway Drive
Member Manager
City: Ocean Isle Beach State: NC Zip: 28469
6. Phone: [phone] Fax:
II. PROPOSED PERMITTEE I OWNER / PROJECT / ADDRESS INFORMATION
This request is for: (please check all that apply)
❑ Name change of the owner (Please complete Items 1, 2 and 3 below)
❑ Name change of project (Please complete Item 5 below)
❑ Change in ownership of the property/company (Please complete Items 1, 2, 3, and 4 below)
* Mailing address / phone number change. (Please complete Item 4 below)
® Other (please explain): Change in Signing Official
1. Proposed permittee's company name/organization:
Shallotte Partners, LLC (no change)
2. Proposed permittee's signing official's name: James B
3. Proposed permittee's Title: Member / Manager
4. Mailing Address: PO Box 240351
Charlotte
Myers, III
State: NC Zip:
28224
Phone: [phone] Fax:( ) N/A
5. New Project Name to be placed on permit: Calabash Town Center (no change)
Please check the appropriate box. The proposed permittee listed above is:
❑ HOA or POA (Attach a copy of the deed transferring ownership of all common areas. Print Name
of HOA or POA in #1 above and provide name of HOA(POA) president in #2 above).
The property owner.
❑ Lessee (Attach a copy of the lease agreement and complete Property Owner Information on
page 4)
❑ Purchaser (Attach a copy of the pending sales agreement and complete Property Owner
Information on page 4)
❑ Developer (Complete Property Owner Information on page 4)
SSW N/O Change Rev16Nov2009 Page 1 of 4

III. REQUIRED ITEMS
This application package will not be accepted by the Division of Water Quality unless all of the
applicable required items listed below are included with the submittal.
1. This completed and signed form.
2. Legal documentation of the transfer of ownership. (For Permit Transfers Complete Current Permittee
and Proposed Permittee Sections)
3. A copy of the recorded deed restrictions, if required by the permit.
4. The designer's certification, if required by the permit and if not already submitted to DWQ.
5. If the Proposed Permittee is a corporation, LLC or General Partnership, provide documentation from
the Secretary of State office, which supports the named president, vice president, member, manager
or General Partner.
6. The $40.00 processing fee. If this is an initial transfer from the original permittee to the property owner
or other responsible party such as an HOA, the processing fee is not required. Subsequent ownership
transfers will require the $40.00 processing fee.
IV. CURRENT PERMITTEE'S CERTIFICATION
Please check one of the following statements:
x❑ Check here if the Current Owner is only changing the owner name, company name or project
name, or the mailing address, and will retain ownership of the permit.
1, James s . Myers, 11 r , the current owner, hereby notify the Division of
Water Quality that I am changing my name or company name and/or I am changing my mailing
address and/or I am changing the name of the permitted project. I further attest that this application
for a name/ownership change is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed and that if all required supporting
information and attachments as outlined above are not included, this application package will be
returned as incomplete.
❑ Check here if Current Owner is transferring (selling) the property to a new owner and will not
retain ownership of the permit.
I, , the current owner, am submitting this application for a transfer of
ownership for permit # . I hereby notify DWQ of the sale or other legal transfer
of the stormwater system associated with this permit. I further acknowledge and attest that I have
transmitted a copy of the most recent permit, a copy of the Designers Certification, a copy of the
DWQ approved plans and/or approved as -built plans, a copy of the approved Operation and
Maintenance agreement and copies of past maintenance records to the Proposed Permittee named
in Sections II and V of this form at the mailing address listed in Section II of this form. I further attest
that I assign all rights and obligations as permittee to the Proposed Permittee named in Section V of
this form. I understand that this transfer of ownership cannot be approved by the Division of Water
Quality unless and until the facility is in compliance with the permit and the Proposed Permittee signs
this form. I understand that in the event the facility is not in compliance or the Proposed Permittee
does not sign this form, the responsibility to bring the facility into compliance and to comply with the
terms and conditiNs of the permit remains with me until such time as the Proposed Permittee signs
this form and the Division aB&oves/dt.
/ I Ku ,) , a Notary Public for the State of
U a1 : o.a County of 1�4 (X, u-P do hereby certify that
personally appeared before me this the
(-� day of 20, and acknowledge the due execution of the
forgoing instrument. Witnes (sand and official seal, (Notary Seal)
Nota Si atur
SSW N/O Change Rev16Nov2009 Page 2 of 4

V. PROPOSED PERMITTEE CERTIFICATION: (This section must be completed by the
Proposed Permittee for all transfers of ownership)
James B. Myers, zrz , hereby notify the Division of Water Quality that I have
acquired through sale, lease or legal transfer, the responsibility for constructing and/or operating and
maintaining, the permitted stormwater management system. I have examined the permit and
inspected the permitted facility, and agree to assume the rights and liabilities contained in the permit
and to comply with the terms and conditions of the permit.
I attest that I have reviewed this application for an ownership change and it is accurate and complete
to the best of my knowledge. I understand that if all required parts of this application are not
completed and that if all required supporting information and attachments are not included, this
application package will be returned as incomplete.
I further acknowledge and attest that in the event the required facility inspection reveals that the
project is not in compliance with the permit, I understand this transfer of ownership will not be
approved until the project is brought into compliance. I acknowledge and attest that I have received a
copy of the most recent permit, a copy of the Designer's Certification, a copy of the DWQ approved
plans and/or approved as -built plans, a copy of the approved Operation and Maintenance agreement
and copies of past maintenance records from the previous permittee. I further acknowledge and
agree that I will co"truct and/or operate and maintain the system per the requirements listed in the
permit and in the eration grid Maintenance agreement.
I, / I , a Notary Public for the State of
UK' a,- County of UUU (le (Qi)L)!,q do hereby certify that
Q2t '&gUT personally appeared before me this the
1 =� day of 2001 , and acknowledge the due execution of the
forgo' g instrument. Witn y hand and official seal,
(Notary Seal)
Notary Sign#Ure
Additional copies of the original permit and the approved Operation and Maintenance plan'can be
obtained from the appropriate Regional Office of the Division of Water Quality.
This completed form, including all supporting documents and processing fee, should be sent to the
appropriate Regional Office of the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, as shown on the attached map.
Please note that if the Proposed Permittee listed above is not the property owner, the property owner
must complete and sign page 4 of this document. Both the lessee / developer and the property
owner will appear on the permit as permittees.
SSW N/O Change Rev16Nov2009 Page 3 of 4

VI. PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections 11 and V of this form is not the Property Owner, the
Property Owner must provide his/her Contact Information below and sign this form:
Printed Name:
Organization:
Title within the Organization:
Street Address:
City:
Mailing Address:
City:
Phone:
Email:
State:
(if different from street address)
State:
Fax:
Zip:
I certify that I own the property identified in this permit transfer document and have given permission
to the Proposed Permittee listed in Sections II and V to develop, lease or purchase the property. A
copy of the lease agreement or pending property sales contract has been provided with the
submittal, which indicates the party responsible for the construction and/or operation and
maintenance of the stormwater system.
As the legal property owner I acknowledge, understand, and agree by my signature below, that I will
appear as a permittee along with the lessee/developer and that if the designated Proposed
Permittee dissolves their company and/or cancels or defaults on their lease agreement or pending
sales contract, responsibility for compliance with the DWQ Stormwater permit reverts back to me,
the property owner. As the property owner, it is my responsibility to notify DWQ by submitting a
completed Name/Ownership Change Form within 30 days of procuring a developer, lessee or
purchaser for the property. I understand that failure to operate and maintain the stormwater
treatment facility in accordance with the permit is a violation of NC General Statue 143-215.1, and
may result in appropriate enforcement action including the assessment of civil penalties of up to
$25,000 per day, pursuant to NCGS 143-215.6.
Signature of the property owner
County of
Date:
a Notary Public for the State of
do hereby certify that
personally appeared before me this the
day of , 20, and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
Notary Signature
(Notary Seal)
SSW N/O Change Rev16Nov2009 Page 4 of 4

_ ,
AMA. 0
NC6 R 1
North Carolina Department of Environment and Natural Resou s e0 9
Division of Water Quality
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I. CURRENT PERMIT INFORMATION:
1 Stormwater Management Permit Number: Sw8 080662
2. Permit Holder's Name: Shallotte Partners, LLC
3. Signing official's Name: Stuart Cooke Title: Member/Manager
(person legally responsible for permit)
4. Mailing Address: 1 Causeway Drive
City: Ocean Isle Beach State: NC Zip: 28469
Phone: [phone] Fax: ( N/A
II. NEW OWNER / PROJECT / ADDRESS INFORMATION:
1. This request is for: (please check all that apply)
X a. Change in ownership of the property/company (Please complete Items #2,
#3, and #4 below)
N/A b. Name change of project (Please complete Item #5 below)
X C. Mailing address change. (Please complete Item #4 below)
d. Other (please explain):
Shallotte Partners, LLC / Integrated
2. New owner's name to be put on permit: Dsepost:;L®s , 11 C
3. New owner's signing official's name and title: James B. Myers, III
Title: Member/Manager
4. New Mailing Address: PO Box 240038
City: Charlotte State: NC Zip: 28224
Phone:[phone] Fax:(
5. New Project Name to be placed on permit: N/A
Ownership/Name Change-022309 Page 1 of 3

PERMIT NAME/OWNERSHIP CHANGE FORM
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF WATER
QUALITY UNLESS ALL OF THE APPLICABLE ITEMS LISTED BELOW ARE INCLUDED
WITH THE SUBMITTAL.
REQUIRED ITEMS
1. This completed form.
2. Legal documentation of the transfer of ownership.
3. A copy of the recorded deed restrictions, if required by the permit.
4. The designer's certification, if required by the permit.
5. A signed Operation and Maintenance plan, if a system that requires maintenance will
change ownership.
6. Maintenance records.
CERTIFICATION MUST BE COMPLETED AND SIGNED BY BOTH THE CURRENT PERMIT
HOLDER AND THE NEW APPLICANT IN THE CASE OF A CHANCE OF OWNERSHIP.
FOR NAME CHANGES, COMPLETE AND SIGN ONLY THE CURRENT PERMITTEE'S
CERTIFICATION.
Current Permittee's Certification:
Stuart Cooke attest that this application for a name/ownership
change has been reviewed and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required
supporting informatpn and attachments are not included, this application package will be
returned as incdma%e.
Signature: 1 Date:/�09-D
New Applicant's Certification: (Must be completed for all transfers of ownership)
James B. Myers, III , attest that this application for an ownership
change has been reviewed and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required
supporting inforyy#�tion and attachments are not included, this application package will be
returned as incdmblete. � /
Signature:
Mail th4entire package to: NCDENR Division of Water Quality
Surface Water Protection Section — Stormwater
at the Appropriate Contact Address (see the following page)
Ownership/Name Change-022309 Page 2 of 3

MEMORY TRANSMISSION REPORT
TIME :05-04-'10 09:07
FAX NO.1
NAME
FILE NO. 065
DATE 05.04 09:06
TO : 8 919102875902
DOCUMENT PAGES 1
START TIME 05.04 09:06
END TIME 05.04 09:07
PAGES SENT 1
STATUS, OK
*** SUCCESSFUL TX NOTICE ***
Nc��TV`t
North Carolina Department of Environment and Natural Resources
Olylsof Water Qualityo y Eavae Pardue Colson R. Sullins Oea Freeman n.
Oov.mor Oh.ctor 8acretary
May 3, 2010
James a. Myers, Ill, Managing Member
Intop rated Propertles, LLC, Member/Manager
Shallotle Partnem, LLC
P.O. Max 240351
Charlotte, NC 2a225
8ubJocY atata Storrnwater Management Permit No. SWa 080022 Mod
Celebes" Town Center
Rlon Uonalty Commarclal Wet Pond ProJact
Orunswlak County
Oear Mr. Myareo
Tho Wilmin ton Roaaional Offiao rocaivod a cam lato minor modification to the existing State 8tormwater
Management Parm(t for Callabaeh Town Center on Maywill ,P 3, 2010. Staff review of the plan. and .padflcatona
Law, 2008-240 and Tltlo new clatorminacl that the 11�11 l NCAC as 2H1 000.E Wa are foY alyding Permth the it No. SWa 090922. datad May In a. 2010,
for the core t'uatI.n and ....ration of the aublaal Prolaal.
Thla pp rmt shall ba MactlVa from e the data T lesunnCuntil Sept mbar 10. 2010. and shall bo s b act to tna
conditions and limitations as apectled therein. Please pay spacial attention to the OParatlon and alntananae
reaulremonts In this permit. Pallure to establish an adaquato system for operation and maintananas of the
.tarrrlwat.r management .,stem will result In future compllllanca prabl. , p p
or
IQogqn� t an aaJuOl..t.ry haadng uP In writtenal�d In
within hlrty to �h . w'15081 of ac North C aml na It.
Thla re ueat must be In the form of a written pet tlon, co Tonning to
77447 Onesslsuch demand lled ands lh the I=,Tfiam ars, made thin• Admt .hall be final b ndin Orawwr 27447, Rnlolgh, NC 2761 1-
pe m g.
IT ymu have y au llona, or nand additional Information cancarning thla matter, please contact Linda Lawla,
o e at (010) 7 0-721 5.
Sincerely,
cS
Ceorgetlo o. Scott
Starmwater SuperYlsor
U rvislOn of Water Quality
00Slarl: 8:\W08\8TORMWATER\PERMIT\OBOB22. mayl O
cc: arunewlcx County Inappoctione
Jett Phillips, Or ... wiclt County Enp Ineering
Phll Norris, P.E.. Norris Kunke 6 Tun.tall
Wllmina ton Ragiona1 O%tica Slormwatar File
OWO Central gl.0
wimmG ro., a..,..i olld
zeros
�..: o+oiaeoz%i vwx: uloaeo-soot 1 c�.aa..., s..w.: Iw�iazasru
— pro«.,. I .,...,,.— .a,....
11Pa5Caro "na

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Beverly Eaves Perdue, Governor Dee Freeman, Secretary
FAX COVER SHEET
Date: 5-4,2cv/l:
To: PP/L AJQQJ /S
CO: IVKT
FAX #: 9'/0 -2,Y'%-S"JU2-
REMARKS: . cooq 0-�
No. Of Pages: (excluding cover)
From Lih �2 L PiG N S
CO: NC DENR
FAX#: [phone]
A�-SW8G80
127 Cardinal Drive Extension, Wilmington, \.C. 28405-3845 Tdcphone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer
n

MEMORY TRANSMISSION REPORT
TIME :05-04-'10 09:08
FAX NO.1
NAME
FILE NO.
066
DATE
05.04
09:07
TO
: 8 919102875902
DOCUMENT PAGES
2
START TIME
05.04
09:07
END TIME
05.04
09:08
PAGES SENT
2
STATUS
OK
*** SUCCESSFUL TX NOTICE
Stara of North Caro line
Departm cnt of Env#ro.trnent and Natural Reaot.rc ea
. Wilmington Rcg:o nal OtTice
Beverly Eavea Perdue, Govcmor Dea Froem an, Secret ary
FAX CcYvEn SKEET
No. Of Pages:
CO: /VIi�'T �� COe NC DENR
FAX #: 9'/C1 —��/ J) VL FAX#: [phone]
..x c.r.n... o..r. r... .�.c. xw..oxw.e s...pn.... t•�•> x•c_rs to rww <o tot aeosooa
u.t Opnu rtu y T�m•n r. Aenan 6m...a yer

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Beverly Eaves Perdue, Governor
FAX
Date: 5-4,2010
To: PNIL IV00215
CO: NK7-
FAY #: To -287- 5902-
REMARKS:
Dee Freeman, Secretary
COVER SHEET
No. Of PabeS: (excluding cover)
From: L.%!'J 0(2 LQ.c,c,j S
CO: NC DENR
FAY#: 910-350-2004
i1.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer

Lewis,Linda
From: Phil Norris [[e-mail]
Sent: Monday, May 03, 2010 8:58 AM
To: Lewis,Linda
Subject: RE: SW8 080622 Calabash Town Center
Attachments: 07128 05-03-10 sw-supp-pond 3.pdf
Linda,
The calculations are correct. We are attaching a revised supplement with the correct number.
[]0f
J. Phillip Norris, P.E.
Norris, Kuske & Tunstall Consulting Engineers, Inc.
1429 Ash Little River Road
Ash, NC 28420
910-287-5900(phone)
910-287-5902(fax)
This is the professional opinion of Norris, Kuske & Tunstall Consulting Engineers, Inc. that this eletronic information
provides design information current as of the date of its release. It shall be the responsibilty of the party receiving the
data to examine it to see that it contains the necessary files and information requested. In transferring the files in
eletronic media format, Norris, Kuske & Tunstall makes no representations as to the usability or readabilty of documents
resulting from the use of software application packages, operating systems, or computer hardware differing from those
used by Norris, Kuske & Tunstall in the preparation of such data.
From: Lewis,Linda [mailto:[e-mail]]
Sent: Friday, April 30, 2010 5:21 PM
To: Norris, Phil
Cc: Amy Norris; Nancy Howell
Subject: SW8 080622 Calabash Town Center
Phil:
The permanent pool surface area reported on the revised Pond 3 supplement form is 18,295 sf, but the revised
calculations use 18,580 sf. Which one is correct?
Linda
Please note my new email address is [e-mail]
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215

\
E-mail correspondence to and from this address maybe subject to the North Carolina Public Records Law and may
be disclosed to third parties.

NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC.
March 24, 2010
Ms. Linda Lewis, Environmental Specialist
NC DENR
Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Calabash Town Center — SW8 080622 MOD
Calabash, NC
NKT # 07128
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S.Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
Dear Ms. Lewis:
In response to your March 23, 2010 comments, we offer the following response:
1. The plans have been revised to show the easements for the existing ditches.
2. Page 3 of the application has been revised to reflect the change in the receiving
stream, class, and index number. We also noted that this project resides outside
of the % mile line for SA waters.
3. O&M have been corrected by you as indicated.
4. & 5 The revised calculations are included.
6. Yes, the permanent pool volume reported on the supplements is the sum of the
main pond and the provided forebay volume as listed in the calculations.
7. The mulched walking paths have been removed from the plans.
8., 9., & 10. Corrected sheets are included in package.
Please contact us if you have any questions or comments. Thank you for your
assistance on this project.
Sincerely,
NORRIS, KUSKE & TUNSTALL
CONSSJJ,TING ENGINEERS, INC.
K. Bland, Project Manager
07128 03-24-10 s-sw response Itr
cc: Mr. Jim Myers / Shallotte Partners, LLC
902 Market Street • Wilmington, NC 28401-4733 • Phone: [phone] • Fax: [phone]

UaTe ueslgn NORRIS, KUSKE &TUNSTALL Wilmington, NC 'near
3/11p�p �a I r CONSULTING ENGINEERS, INC. Brunswick County, NC Of
FEV660 "W Fax 77'
014V,,,454 IbM C& rz"— PJC-f—
'50� CPA if�AkP--- n1CA&1rL a, 3/a�Iio .
= 11966 do
t pj
sv0 % qn-2 . 0+
�yPHkup
:�N�' pQ'
MAR 2 9 2010
I%

NORRIS, KUSKE TUNSTALL
CONSULTING ENGINEERS, INC.
WET DETENTION BASIN CALCULATIONS
Proiect Name: Calabash Town Center NKT NO 07128
Contact Person: Jdhn PFillhp Noms; PE --.--'-,­­-1Phone: [phone]
For projects with multiple basins, specify which basin this worksheet applies to:
Description
1-year,24-hour rain event
Drainage Area, DA =
Pre-existing Impervious Area =
Pre-existing Overall % Impervious, I, _
Proposed Impervious Area =
Post Development Pervious Area =
Post Deveoplment Overall % Impervious,
3/24/2010
Qty Units
Notes:
3 62Z inches
from NOAA & project location
12 27As�aC
total to pond
,00001ac
0.00
7:703lac
total BUA to pond
4.57 ac
total proposed impervious to pond
= 1 62.771 %
iin 0.5 mile & drain to SA waters?
_FUSE FIRST 1.5 INCH
ign Rainfall Depth, D =
1.50 in
Devolpoment Runoff Volume factor, Rvpr° =
0.05 infin
Rvpr, = 0.05 + 0.0091M
Development Runoff Volume, Vpra
3,341
VPM = 0/12 x Rvpr° x DA'43560
t Devolpoment Runoff Volume factor, Rv,,t =
0.61 in/in
Rv" = 0.05 + 0.009*1P '
t Development Runoff Volume, V..,
41,088
VP.., = D/12 x Rvp,,l x DA"43560
uired Storage Volume =
41,088 W
Post Dev. @ 1.5 inch Rainfall Depth
nanent Pool Elevation
- _' 45:50i
ft
nanent Pool surface area
_
31,167
sf
e Temporary Pool Elevation
46.70
ft
e Temporary Pool Surface Area
37,227
sf
tided Storage Volume =
I 42,175 ft3
OK!
I Peak Flow Calculations (Rational Method) I
C value pre -developed
C value post -developed
Tc = Time of Concentration
Depth @ Tc & 1-yr = d
Intensity Peak, 1 YR= I
Pre -development runoff rate (rational method)
Post -development runoff rate (rational method
"151min
0.991 inches
9.112 cfs Qprq=Cpre x I x DA
31.59 1 cfs Qp°,t=Cp°, x I x DA
H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\Pond Calcs\07128 DWQ POND#1 SIMPLE VOLUME 1-21-
10

NORRIS, KUSKE TUNSTALL
CONSULTING ENGINEERS, INC.
d Volume (Above Normal Pool)
I of Top of Pond
I of State Stg Elevation
I of Top of Veg Shelf Elevation
I of Normal Pool
of Pond Elevation
e Sig Elevation
of Veg Shelf Elevation
nal Pool Elevation
.me of Top of Pond to Normal Pool Elevation
Pond Volume (Excluding Forebay)
of Normal Pool Elevation
of Bottom of Veg Shelf Elevation
of Sediment Removal Elevation
al Pool Elevation
m of Veg Shelf Elevation
nent Removal Elevation
ne of Normal Pool Elevation to Sediement Removal Elevation
bay #1 Volume (Excluding Main Pond)
40 342j sf
'Ai; 7 sf
35;589j sf
31,167 sf
�d 48#ft
467� ft
46.00 ft
45.50 It
31,168 it
23486sf
ii 6478;sf
�sf
45.50 ft
45.00 ft
40Ift
- 93,414 ft3
of Normal Pool Elevation
7681 I sf
of Sediment Removal Elevation
�3 5141 sf
lal Pool Elevation
45.50 ft
nent Removal Elevation
41 ft
Say Volume - Normal Pool Elevation to Sediment Removal Elevation 25,189 ft3
21.2%I (18 - 22%
AVq • 6-0 A¢C'h menl r u5w lac 4A I Vbw4ae5';
Q(. Wr n P9O4'2 r)GAAw I- 5'Q . +..r
3/24/2010
y5-40).1
z-
2
H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\Pond Calcs\07128 DWQ POND#1 SIMPLE VOLUME 1-21-
10

NORRIS, KUSKE TUNSTALL
CONSULTING ENGINEERS, INC.
3/24/2010
Average Depth & Required Surface Area
Permanent Pool Area 31,167 sf
Permanent Volume I 118,602 cf
Average Depth 3.81 ft D = V/A
Average Depth, Davg = 3.81 ft
Rounded Avg Depth = _ "4;00!ft
SA/DA # from "Green Sheet" of Interpolated values for Coastal Region
SA/DA at 63% Impervious w/ 4.00 ft avg depth 90% TSS removal, no filter strip
Required Surface Area = 29,452 sf
Provided Surface Area = 31,167 sr OKI
Drawdown
Avg. Head =
Drawdown Time =
Internal Diameter =
Internal Diameter =
Drawdown Time =
Internal Diameter=
Internal Diameter =
Avg Internal Diameter =
Design Orifice Diameter =
Design Drawdown rate
0.40 ft
2 days
0.32 It
3.78 in
5 days
0.20 ft
2-39 in
3.09 in
one third of flood stage
172,800 s
432,000 s
CeI
H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\Pond Calcs\07128 DWQ POND#1 SIMPLE VOLUME 1-21-
10

H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 01-25-10 Type /// 24-hr 1-yrNCDENR Rainfall=3.62"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
HydroCADO 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 3/24/2010
Subcatchment DA1: Pre
Runoff = 13.10 cfs @ 12.22 hrs, Volume= 1.285 af, Depth> 1.26"
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=3.62"
Area (ac) CN Description
0.148 79 Woods, Fair, HSG D; Mu soil
0.345 79 Woods, Fair, HSG D; Ba soil
11.778 73 Woods, Fair, HSG C; Lo soil (field judgement)
12.271 73 Weighted Average
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
15.0 Direct Entry,
Subcatchment DA1: Pre
Hydrograph
m RunoH
131 1 Type III 24-hr 1-yr.NCDE
21 I Rainfall=3.62"
". Runoff Area=12.271 ac
10Runoff Volume=1.285 of
e 6=1 1 Runoff Depth>1.26"
7. Tc=15.0 min
El6- 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 01-25-10 Type /I/ 24-hr 1-yr NCDENR Rainfall=3.62"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
HydroCAD® 7.10 s/n 000479 @ 2005 HydroCAD Software Solutions LLC 3/24/2010
Subcatchment DA 1: Post
Runoff = 27.50 cfs @ 12.20 hrs, Volume= 2.611 af, Depth> 2.55"
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=3.62"
Area (ac) CN Description
3.391 98 Multifamily Portion
4.312 98 Impervious Allottment 1,2, & portion of 3
4.568 76 Woods/grass comb., Fair, HSG C
12.271 90 Weighted Average
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
15.0 Direct Entry,
Subcatchment DA 1: Post
Hydrograph
® Runaff
Type III 24-hr 1-yr NCDEI
26
24., Rainfall=3.62"
22, Runoff Area=12.271 ac
20-- Runoff Volume=2.611 of
18 Runoff Depth>2.55"
,4 Tc=15:0 min
` 19 CN=90
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 01-25-10 Type /// 24-hr 1-yr NCDENR Rainfall=3.62"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
HydroCADO 7.10 s/n 000479 @ 2005 HydroCAD Software Solutions LLC 3/24/2010
Pond P1 DA1: Pond #1
Inflow Area = 12.271 ac, Inflow Depth > 2.55" for 1-yr NCDENR event
Inflow = 27.50 cfs @ 12.20 hrs, Volume= 2.611 of
Outflow = 10.28 cfs @ 12.58 hrs, Volume= 1.637 af, Atten= 63%, Lag= 22.8 min
Primary = 10.28 cfs @ 12.58 hrs, Volume= 1.637 of
Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of
Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Peak Elev= 47.04' @ 12.58 hrs Surf.Area= 38,033 sf Storage= 54,972 cf
Plug -Flow detention time= 196.2 min calculated for 1.637 of (63% of inflow)
Center -of -Mass det. time= 96.4 min ( 905.3 - 808.9 )
Volume Invert Avail.Storage Storage Description
#1 45.50' 92,592 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic -feet) (cubic -feet)
45.50 31,167 0 0
46.00 35,589 16,689 16,689
47.00 37,937 36,763 53,452
48.00 40,342 39,140 92,592
Device Routing Invert Outlet Devices
#1 Primary 45.50' 24.0" x 260.0' long Culvert Ke= 0.050
Outlet Invert= 44.25' S= 0.0048'P Cc= 0.900
n= 0.012 Concrete pipe, finished
#2 Device 1 45.50' 3.7" Vert. Orifice/Grate C= 0.600
#3 Device 1 46.70' 4.00' x 4.00' Horiz. Orifice/Grate Limited to weir flow C= 0.600
#4 Secondary 47.10' 35.0' long x 10.0' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64
Primary OutFlow Max=10.29 cfs @ 12.58 hrs HW=47.04' (Free Discharge)
t1=Culvert (Barrel Controls 10.29 cfs @ 5.5 fps)
�2=Orifice/Grate (Passes < 0.42 cfs potential flow)
3=Orifice/Grate (Passes < 10.37 cfs potential flow)
econdary OutFlow Max=0.00 cfs @ 0.00 hrs HW=45.50' (Free Discharge)
=Broad -Crested Rectangular Weir ( Controls 0.00 cfs)

HAPROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 01-25-10 Type /// 24-hr 1-yr NCDENR Rainfall=3.62"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
HydroCAD® 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 3/24/2010
W
Pond P1 DA1: Pond #1
Hydrograph
Inflow Area=12.271 ac
Peak Elev=47.04'
Storage=54,972 cf
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Time (hours)
Pond P1 DA1: Pond #1
Stage -Discharge
Discharge (cfs)
® Inflow
O Outflow
® Pnmary
© Secondary
O Total
© Pnmary
Secondary

HAPROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 01-25-10 Type //I 24-hr 1-yr NCDENR Rainfall=3.62"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
HydroCAD® 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 3/24/2010
Stage -Area -Storage for Pond P1 DA1: Pond #1
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
45.50
31,167
0
45.55
31,609
1,569
45.60
32,051
3,161
45.65
32,494
4,775
45.70
32,936
6,410
45.75
33,378
8,068
45.80
33,820
9.748
45.85
34,262
11.450
45.90
34,705
13,174
45.95
35,147
14,921
46.00
35,589
16,689
46.05
35,706
18,471
46.10
35,824
20,260
46.15
35,941
22,054
46.20
36,059
23,854
46.25
36,176
25,660
46.30
36,293
27,471
46.35
36,411
29,289
46.40
36,528
31.112
46.45
36,646
32.942
46.50
36,763
34,777
46.55
36,880
36,618
46.60
36,998
38,465
46.65
37,115
40,318
46.70
37,233
42,177
46.75
37,350
44,041
46.80
37,467
45,912
46.85
37,585
47,788
46.90
37,702
49,670
46.95
37,820
51,558
47.00
37,937
53,452
47.05
38,057
55,352
47.10
38,178
57,258
47.15
38,298
59,170
47.20
38,418
61,088
47.25
38,538
63,011
47.30
38,658
64,941
47.35
38,779
66,877
47.40
38,899
68,819
47.45
39,019
70,767
47.50
39,140
72,721
47.55
39,260
74,681
47.60
39,380
76,647
47.65
39,500
78,619
47.70
39,621
80,597
47.75
39,741
82,581
47.80
39,861
84,571
47.85
39,981
86,567
47.90
40,102
88,569
47.95
40,222
90,577
48.00
40,342
92,592

NORRIS, KUSKE TUNSTALL
CONSULTING ENGINEERS, INC.
WET DETENTION BASIN CALCULATIONS
Proiect Name: Calabash Town Center7 NKr No 07126 . r
Contact Person: John Phillip Norns,`-'PE - -- --- Phone: [phone]
For projects with multiple basins, specify which basin this worksheet applies to: DA # 2
Description
1-year,24-hour rain event
Drainage Area, DA =
Pre-existing Impervious Area =
Pre-existing Overall % Impervious, Ipr, _
Proposed Impervious Area =
Post Development Pervious Area =
Post Deveoplment Overall % Impervious, I,,t =
Volume
Within 0.5 mile & drain to SA waters?
Design Rainfall Depth, D =
Pre Devo!poment Runoff Volume factor, Rvpra =
Pre -Development Runoff Volume, Vp.=
Post Devolpoment Runoff Volume factor, Rvpp,t =
Post Development Runoff Volume, Vppn
Required Storage Volume =
Permanent Pool Elevation
Permanent Pool surface area
State Temporary Pool Elevation
State Temporary Pool Surface Area
Provided Storage Volume =
C value pre -developed
C value post -developed
Tc = Time of Concentration
Depth @ Tc & 1-yr = d
Intensity Peak, 1 YR= I
Pre -development runoff rate (rational method)
Post -development runoff rate (rational method)
Qty Units Notes:
,3.62 inches from NOAA & project location
10.305 ac total to pond
3/24/2010
6.916!ac total BUA to pond
3.39 ac total proposed impervious to pond
67.
46.60
Calculations
FIRST 1.5 INCH
Rvpra = 0.05 + 0.0091pre
Vprp = D/12 x Rvpr, x DA'43560
Rvpp,l = 0.05 + 0.009'Ipo ,
Vpp,r = D/12 x Rvpo,l x DA`43560
Post Dev. @ 1.5 inch Rainfall Depth
ft
sf
ft
sf
OK!
8.24 cfs Qpre Cpre x I x DA
28.16 cfs Qpo,,=C,,r x I x DA
H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\Pond Calcs\07128 DWO POND#2 SIMPLE VOLUME 1-22-
10

NORRIS, KUSKE TUNSTALL
CONSULTING ENGINEERS, INC.
d Volume (Above Normal Pool)
I of Top of Pond
I of State Stg Elevation
I of Top of Veg Shelf Elevation
I of Normal Pool
of Pond Elevation
Stg Elevation
of Veg Shelf Elevation
nal Pool Elevation
me of Top of Pond to Normal Pool Elevation
Main Pond Volume (Excluding Forebay)
Area of Normal Pool Elevation
Area of Bottom of Veg Shelf Elevation
Area of Sediment Removal Elevation
Normal Pool Elevation
Bottom of Veg Shelf Elevation
Sediment Removal Elevation
Volume of Normal Pool Elevation to Sediement Removal Elevation
Forebay #1 Volume (Excluding Main Pond)
40j039; sf
,..36636 sf
35`;212'; sf
30,697 sf
46.00 ft
45.50 ft
27,459 ft3
22-95T sf
�19 6681 sf
V46isf
45.50 ft
45.00 ft
:' 39Ift
v 98,898 ft3
Area of Normal Pool Elevation
- .7;7401sf
Area of Sediment Removal Elevation
3;843-jsf
Normal Pool Elevation
45.50 ft
Sediment Removal Elevation
`41_
ft
Forebay Volume - Normal Pool Elevation to Sediment Removal Elevation
_
1 26,062 ft3
LNb• QY) AKA- MEOW 059�0 ii4l- 0655
t1C- h(cQnikt Po�h>?!ti �AT�'15
V = i(226)512 1`1U4 )(45.5 '� -)] +C(t9tatr�Z 301
`n446)(g5-)]
3/24/2010
H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\Pond Calcs\07128 DWO POND#2 SIMPLE VOLUME 1-22-
10

NORRIS, KUSKE TUNSTALL
CONSULTING ENGINEERS, INC.
3/24/2010
Average Depth & Required Surface Area
Permanent Pool Area 3Q697 sf
Permanent Volume 124,960 cf
Average Depth 4.07 ft D = V/A
Average Depth, Davg = 4.07 ft
Rounded Avg Depth = _ 4'.001It
SA/DA # from "Green Sheet' of Interpolated values for Coastal Region
SA/DA at 67% Impervious w/ 4.00 It avg depth = _' S 7990% TSS removal, no filter strip
Required Surface Area = 25,990 sf
Provided Surface Area = 30,697 sf OKI
Avg. Head =
Drawdown Time =
Internal Diameter =
Internal Diameter =
Drawdown Time =
Internal Diameter =
Internal Diameter =
Avg Internal Diameter=
Design Orifice Diameter =
Design Drawdown rate
Design Drawdown time
Drawdown Calculations I
0.37 ft
2 days
0.30 ft
3.65 in
5 days
0.19 It
2.31 in
2.98 in
3[50i in
2
one third of flood stage
172,800 s
432,000 s
OKI
H,\PROJECTS\2007\07128 - Calabash Town Center\Calculations\Pond Calcs\07128 DWQ POND#2 SIMPLE VOLUME 1-22-
10

HAPROJECTS\2007107128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 01-25-10 Type 111 24-hr 1-yr NCDENR Rainfall=3.62"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
HydroCADO 7 10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 3/24/2010
Subcatchment DA2: Pre
Runoff = 11.64 cfs @ 12.22 hrs, Volume= 1.132 af, Depth> 1.32"
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=3.62"
Area (ac) CN Description
1.115 79 Woods, Fair, HSG D; Mu soil
9.190 73 Woods, Fair HSG C; Lo soil
10.305 74 Weighted Average
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
15.0 Direct Entry,
Subcatchment DA2: Pre
Hydrograph
® Runoff
Type III 24-hr 1-yr NCDEN
Rainfall=3.62rr
Runoff Area=10.305 ac
Runoff Volume=1.132 of
7- Runoff Depth>1.32rr
6: Tc=15:0 min
CN=74
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Time (hours)

H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 01-25-10 Type/1/ 24-hr 1-yrNCDENR Rainfall=3.62"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
HydroCAD® 7.10 s/n 000479 @ 2005 HydroCAD Software Solutions LLC 3/24/2010
Subcatchment DA 2: Post
Runoff = 23.81 cfs @ 12.20 hrs, Volume= 2.274 af, Depth> 2.65"
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=3.62"
Area (ac) CN Descriotion
4.182
98
Multifamily Portion
2.734
98
Impervious Allottment Tracts remaining potion of 4
3.389
76
Woods/grass comb., Fair, HSG C
10.305
91
Weighted Average
Tc Length
Description
15.0 Direct Entry,
Subcatchment DA 2: Post
Hydrograph
Type III 24-hr 1.-yr
Rainfall=3.62"
© RunoR
- Runoff Area=10.305 ac
18_ Runoff Volume=2.274 of
18-
Runoff Depth>2.65"
14
3 Tc=15.0 min
u 12
C N=91
Time (hours)

H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 01-25-10 Type //I 24-hr 1-yr NCDENR Rainfall=3.62"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
HydroCAD® 7.10 s/n 000479 @ 2005 HydroCAD Software Solutions LLC 3/24/2010
Pond P2 DA2: Pond #2
Inflow Area = 10.305 ac, Inflow Depth > 2.65" for 1-yr NCDENR event
Inflow =
23.81 cfs @
12.20 hrs,
Volume=
2.274 of
Outflow =
7.74 cfs @
12.62 hrs,
Volume=
1.393 af, Aften= 68%, Lag= 25.0 min
Primary =
7.74 cfs @
12.62 hrs,
Volume=
1.393 of
Secondary =
0.00 cfs @
0.00 hrs,
Volume=
0.000 of
Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Peak Elev= 46.91' @ 12.62 hrs Surf.Area= 37,386 sf Storage= 49,726 cf
Plug -Flow detention time= 202.9 min calculated for 1.393 of (61% of inflow)
Center -of -Mass det. time= 102.0 min ( 906.7 - 804.7 )
Volume Invert Avail.Storage Storage Description
#1 45.50' 91,866 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic -feet) (cubic -feet)
45.50 31,362 0 0
46.00 35,212 16,644 16,644
47.00 37,597 36,405 53,048
48.00 40,039 38,818 91,866
Device Routing Invert Outlet Devices
#1 Primary 45.50' 24.0" x 230.0' long Culvert Ke= 0.050
Outlet Invert= 44.75' S= 0.0033 T Cc= 0.900
n= 0.012 Concrete pipe, finished
#2 Device 1 45.50' 3.5" Vert. Orifice/Grate C= 0.600
#3 Device 1 46.60' 4.00' x 4.00' Horiz. Orifice/Grate Limited to weir flow C= 0.600
#4 Secondary 47.00' 25.0' long x 10.0' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64
MPrimary OutFlow Max=7.74 cfs @ 12.62 hrs HW=46.91' (Free Discharge)
L1=Culvert (Barrel Controls 7.74 cfs @ 4.6 fps)
t2=Orifice/Grate (Passes < 0.36 cfs potential flow)
3=Orifice/Grate (Passes < 9.09 cfs potential flow)
econdary OutFlow Max=0.00 cfs @ 0.00 hrs HW=45.50' (Free Discharge)
=Broad -Crested Rectangular Weir ( Controls 0.00 cfs)

H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 01-25-10 Type 11124-hr 1-yrNCDENR Rainfall=3.62"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
ui
d
c
0
q
i
0
W
Pond P2 DA2: Pond #2
Hydrograph
10 11 12 13 14
Time (hours)
Pond P2 DA2: Pond #2
Stage -Discharge
Discharge (cfs)
® Inflow
Outflow
p Primary
O Secondary
Total
® Primary
© Secondary

HAPROJECTS\2007107128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 01-25-10 Type /// 24-hr 1-yrNCDENR Rainfall=3.62"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
HydroCAD® 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 3/24/2010
Stage -Area -Storage for Pond P2 DA2: Pond #2
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
45.50
31,362
0
45.55
31,747
1,578
45.60
32,132
3,175
45.65
32.517
4,791
45.70
32,902
6,426
45.75
33,287
8,081
45.80
33,672
9,755
45.85
34,057
11,448
45.90
34,442
13,161
45.95
34,827
14,893
46.00
35,212
16,644
46.05
35,331
18,407
46.10
35,451
20,177
46.15
35,570
21,952
46.20
35,689
23,734
46.25
35,808
25,521
46.30
35,927
27,314
46.35
36,047
29,114
46.40
36,166
30,919
46.45
36,285
32,730
46.50
36,405
34,548
46.55
36,524
36,371
46.60
36,643
38,200
46.65
36,762
40,035
46.70
36,882
41,876
46.75
37.001
43,723
46.80
37,120
45,576
46.85
37,239
47,435
46.90
37,359
49,300
46.95
37,478
51,171
47.00
37,597
53,048
47.05
37;719 -
-54931 _ -
47.10
37,841
56,820
47.15
37,963
58,715
47.20
38,085
60,616
47.25
38,208
62,524
47.30
38,330
64,437
47.35
38,452
66,357
47.40
38,574
68,282
47.45
38,696
70,214
47.50
38,818
72,152
47.55
38,940
74,096
47.60
39,062
76,046
47.65
39,184
78,002
47.70
39,306
79,964
47.75
39,429
81,933
47.80
39,551
83,907
47.85
39,673
85,888
47.90
39,795
87,874
47.95
39,917
89,867
48.00
40,039
91,866

NORRIS, KUSKE TUNSTALL
CONSULTING ENGINEERS. INC.
3/24/2010
WET DETENTION BASIN CALCULATIONS
--__._ -.w-_ .
ect Name: Ca-la,bash Town__C,ente_r_ 1NKT No 07:128 ;,
tact Person: John Phdhp Noms-PE' ; _ _— i Phone: [phone]
projects with multiple basins, specify which basin this worksheet applies to: DA # 3
1-year,24-hour rain event
Drainage Area, DA =
Pre-existing Impervious Area =
Pre-existing Overall % Impervious, Ipra =
Proposed Impervious Area =
Post Development Pervious Area =
Post Deveoplment Overall % Impervious,
Qty Units
3.62; inches
6i329! ac
0:000ac
_ 1 56.01
Volume
Within 0.5 mile & drain to SA waters?
Design Rainfall Depth, D =
Pre Devolpoment Runoff Volume factor, Rvpra =
Pre -Development Runoff Volume, Vp,e
Post Devolpoment Runoff Volume factor, Rv,,,t =
Post Development Runoff Volume, Vpos,=
Required Storage Volume =
Permanent Pool Elevation
Permanent Pool surface area
State Temporary Pool Elevation
State Temporary Pool Surface Area
value pre -developed
value post -developed
Notes:
from NOAA & project location
total to pond
total BUA to pond
total proposed impervious to pond
USE FIRST 1.5 INCH
1.50 in
18,295
46.50
Rvpre = 0.05 + 0.009*IPra
Vp,a = D/12 x Rvpra x DA*43560
Rvp,,, = 0.05 + 0.009*Ip,,
Vpa„ = D/12 x Rvpa„ x DA*43560
Post Dev. @ 1.5 inch Rainfall Depth
ft
sf
ft
sf
OKI
Peak Flow Calculations (Rational Method)
Tc - Time of Concentration - -
Depth @ Tc & 1-yr = d
Intensity Peak, i YR= I
Pre -development runoff rate (rational method)
Post -development runoff rate (rational method
0.6
T15' min
A.99;inches
5.06
15.04
Qpre CPra x I x DA
Q,,,= C,,, x I x DA
H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\Pond Calcs\07128 DWQ POND#3 SIMPLE VOLUME 1-22-
10

NORRIS, KUSKE TUNSTALL
CONSULTING ENGINEERS, INC.
Pond Volume (Abov_e Normal Pool)
Area of Top of Pond_
Area of State Stg Elevation
Area of Top of Veg Shelf Elevation
Area of Normal Pool
Top of Pond Elevation
State Stg Elevation
Top of Veg Shelf Elevation
Normal Pool Elevation
Volume of Top of Pond to Normal Pool Elevation
Pond Volume (Excluding Forebay)
of Normal Pool Elevation
of Bottom of Veg Shelf Elevation
of Sediment Removal Elevation
al Pool Elevation
m of Veg Shelf Elevation
nent Removal Elevation
ne of Normal Pool Elevation to Sediement Removal Elevation
Day #1 Volume (Excluding Main Pond)
26;121j sf
22 944i sf
21;913 sf
18,295 sf
2481ft
46''5 ft
46.00 ft
45.50 ft
14,638 ft3
14,269'sf
A,1;8401 sf
5670, sf
45.50 ft
_ 45.00 ft
40; ft
50,302 ft3
of Normal Pool Elevation 4;026 sf
of Sediment Removal Elevation
1;306sf
at Pool Elevation
45.50 ft
nent Removal Elevation
41 ft
ray Volume - Normal Pool Elevation to Sediment Removal Elevation
11,997 ft3
- 22% Required) OKI
Auk 640 Ate WTO 092i-RL 41 \tw4i'S
�i(� y)�'IAL 1b S�Jlntb'GC� r'C'Y412��'
�J`= l C1�42�9 + 11640)(46.45 q5)� 4. CEI��O +gb7o)E`f`-Lfo
V _ 5'01301. rr3
3/24/2010
H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\Pond Calcs\07128 DWQ POND#3 SIMPLE VOLUME 1-22-
10

NORRIS, KUSKE TUNSTALL
CONSULTING ENGINEERS, INC.
3/24/2010
Average Depth & Required Surface Area
Permanent Pool Area F 18,295 sf
Permanent Volume 62,299 cf
Average Depth 3.41 ft D = V/A
Average Depth, Davg = 3.41 It
Rounded Avg Depth = 3l50ft
_
SA/DA It from "Green Sheef_' of Interpolated values for Coastal Region
SA/DA at 56% Impervious w/ 3.50 ft avg depth = _' °5 60:90% TSS removal, no filter strip
Required Surface Area = 15,438 sf
Provided Surface Area = 18,295 sr OKI
F- Drawdown Calculations I
Avg. Head =
Drawdown Time =
Internal Diameter =
Internal Diameter =
Drawdown Time =
Internal Diameter =
Internal Diameter =
Avg Internal Diameter
Design Orifice Diameter =
Design Drawdown rate
Design Drawdown time
0.33 It
2 days
0.22 ft
2.70 in
5 days
0.14 ft
1.71 in
2.20 in
in
one third of flood stage
172,800 s
432,000 s
OKI
H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\Pond Calcs\07128 DWQ POND#3 SIMPLE VOLUME 1-22-
10

H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 01-25-10 Type 1/124-hr 1-yr NCDENR Rainfall=3.62"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
HydroCADO 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 3/24/2010
Subcatchment DA3: Pre
Runoff = 7.15 cfs @ 12.22 hrs, Volume= 0.695 af, Depth> 1.32"
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=3.62"
Area (ac)
CN
Description
0.722
79
Woods, Fair, HSG D; Mu soil
5.607
73
Woods, Fair, HSG C; Lo soil
6.329
74
Weighted Average
Tc Length
Description
15.0 Direct Entry,
Subcatchment DA3: Pre
Hydrograph
® Runoff
7- Type III 24-hr 1-yr NCDENR
Rainfall=3.62"
6- Runoff Area=6.329 ac
5- Runoff Volume=O.695 of
b Runoff Depth>1.32"
u
4 Tc=15.0 min
3_ CN=74
0 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 17 16 19 20 21 22 23 24
Time (hours)

H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 01-25-10 Type 1/124-hr 1-yr NCDENR Rainfall=3.62"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
, A � en , 1nnnn 7n rF nnne u. Aa. nn i 1 r 179d19n9n
Subcatchment DA 3: Post
Runoff = 13.28 cfs @ 12.20 hrs, Volume= 1.251 af, Depth> 2.37"
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=3.62"
Area (ac) CN Description
2.440 98 Multifamily Portion
1.104 98 Impervious Allottment Tract 5
2.786 76 Woods/grass comb., Fair, HSG C
6.330 88 Weighted Average
Tc Length Slope Velocity Capacity Description
15.0 Direct Entry,
Subcatchment DA 3: Post
Hydrograph
© Runoff
14- 1J.2B de
13- Type III 24-hr 1-yr NCDENR
12- Rainfall=3.62"
11Runoff Area=6.330 ac
°` Runoff Volume=1.251 of
9-
U a -Runoff Depth>2.37"
0 7 Tc=15.0 min
LL _6 - C N.=88
5-
4-
3,
2-
1-
0 1 2 3 4 6 6 7 8 9 10 11 12 13 14 16 16 17 16 19 20 21 22 23 24
Time (hours)

r
H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 01-25-10 Type 111 24-hr 1-yr NCDENR
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
HvdroCADO 7.10 sln 000479 @ 2005 HvdroCAD Software Solutions LLC
Rainfall=3.62"
--- Pond P3 DA3: Pond #3
Inflow Area = 6.330 ac, Inflow Depth > 2.37" for 1-yr NCDENR event
Inflow = 13.28 cfs @ 12.20 hrs, Volume= 1.251 of
Outflow = 5.03 cfs @ 12.58 hrs, Volume= 0.758 af, Atten= 62%, Lag= 22.8 min
Primary = 5.03 cfs @ 12.58 hrs, Volume= 0.758 of
Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of
Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Peak Elev= 46.71' @ 12.58 hrs Surf.Area= 23,382 sf Storage= 26,145 cf
Plug -Flow detention time= 198.7 min calculated for 0.758 of (61 % of inflow)
Center -of -Mass det. time= 96.0 min ( 912.7 - 816.7 )
Volume Invert Avail.Storage Storage Description
#1 45.50' 58,129 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area
Inc.Store Cum.Store
(feet)
(sq-ft)
(cubic -feet) (cubic -feet)
45.50
18,580
0 0
46.00
21,913
10,123 10,123
47.00
23,989
22,951 33,074
48.00
26,121
25,055 58,129
Device Routing
Invert
Outlet Devices
#1 Primary
45.50'
24.0" x 210.0' long Culvert Ke= 0.050
Outlet Invert= 45.00' S= 0.0024 T Cc= 0.900
n= 0.012 Concrete pipe, finished
#2 Device 1
45.50'
2.5" Vert. Orifice/Grate C= 0.600
#3 Device 1
46.50'
4.00' x 4.00' Horiz. Orifice/Grate Limited to weir flow C= 0.600
#4 Secondary
47.00'
25.0' long x 10.0' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64
MPrimary OutFlow Max=5.11 cfs @ 12.58 hrs HW=46.71' (Free Discharge)
t 1=Culvert (Passes 5.11 cfs of 5.32 cfs potential flow)
�2=Orifice/Grate (Orifice Controls 0.17 cfs @ 5.1 fps)
3=Orifice/Grate (Weir Controls 4.94 cfs @ 1.5 fps)
Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=45.50' (Free Discharge)
t -4=Broad-Crested Rectangular Weir ( Controls 0.00 cfs)

HAPROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 01-25-10 Type 11124-hr 1-yrNCDENR Rainfall=3.62"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
HvdfoCADO 7.10 s/n 000479 © 2005 HvdroCAD Software Solutions LLC 3/24/2010
Pond P3 DA3: Pond #3
Inflow Area=6.330
Peak Elev=46.71'
Storage=26,145 cf
0 1 2 3 4
n
19 20 21 22 23 24
Time (hours)
Pond P3 DA3: Pond #3
Stage -Discharge
Discharge (cfs)
IN Inflow
rJ outflow
® Primary
(7 Secondary
0 Total
® Primary
O Secondary

;^..
HAPROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 01-25-10 Type /// 24-hr 1-yr NCDENR Rainfall=3.62"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
HydroCADO 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 3/24/2010
Stage -Area -Storage for Pond P3 DA3: Pond #3
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
45.50
18,580
0
45.55
18,913
937
45.60
19,247
1,891
45.65
19,580
2,862
45.70
19,913
3,849
45.75
20,247
4,853
45.80
20,580
5,874
45.85
20,913
6,911
45.90
21,246
7,965
45.95
21,580
9,036
46.00
21,913
10,123
46.05
22,017
11,221
46.10
22,121
12,325
46.15
22,224
13,434
46.20
22,328
14,547
46.25
22,432
15,666
46.30
22,536
16,791
46.35
22,640
17,920
46.40
22,743
19,055
46.45
22,847
20,194
46.50
22,951
21,339
46.55
23,055
22,489
46.60
23,159
23,645
46.65
23,262
24,805
46.70
23,366
25,971
46.75
23,470
27,142
46.80
23,574
28,318
46.85
23,678
29,499
46.90
23,781
30,686
46.95
23,885
31,877
47.00
23,989
33,074
-------47:05
-24;096---
--34;276 -- _
47.10
24,202
35,484
47.15
24,309
36,697
47.20
24.415
37,915
47.25
24,522
39,138
47.30
24,629
40,367
47.35
24,735
41,601
47.40
24,842
42,840
47.45
24,948
44,085
47.50
25,055
45,335
47.55
25,162
46,591
47.60
25,268
47,851
47.65
25,375
49,117
47.70
25,481
50,389
47.75
25,588
51,666
47.80
25,695
52,948
47.85
25,801
54,235
47.90
25,908
55,528
47.95
26,014
56,826
48.00
26,121
58,129

y�
H:\PROJECTS\2007107128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 01-25-10 Type 111 24-hr 1-yrNCDENR Rainfall=3.62"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
UJ,A-JAr 74n-f-nnn-^---.. . -. --
_
Pond P1 DA1: Pond #1
Inflow Area = 12.271 ac, Inflow Depth > 2.55" for 1-yr NCDENR event
Inflow = 27.50 cfs @ 12.20 hrs, Volume= 2.611 of
Outflow = 10.28 cfs @ 12.58 hrs, Volume= . 1.637 af, Atten= 63%, Lag= 22.8 min
Primary = 10.28 cfs @ 12.58 hrs, Volume= 1.637 of
Secondary = 0.00 cfs @ . 0.00 hrs, Volume= 0.000 of
Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Peak Elev= 47.04' @ 12.58 hrs Surf.Area= 38,033 sf Storage= 54,972 cf
Plug -Flow detention time= 196.2 min calculated for 1.637 of (63% of inflow)
Center -of -Mass det. time= 96.4 min ( 905.3 - ""n.9
Volume Invert Avail.Storage Storage Description
#1 45.50' 92,592 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation 'Surf.Area
Inc.Store Cum.Store Tfv-
(feet)
d 45.50
(sq-ft)
(cubic -feet) (cubic -feet) 47
0 0 t X
3(a7(o3
41OF?� �
31,167
P)° FTE ..7 46.00
35,589
L�
-4676" *,.689-- U L 4-6
+T5g03
47.00
37,937
36,763 53,454 "3(0T(03
48.00
40,342
_ 4325
39,140 92,59E 75RO3 �l _
'ga(40;
47. 19
Device Routing
Invert
Outlet Devices
#1 Primary
45.50
24.0 x 260.0' long Culvert Ke= 0.050
Outlet Invert= 44.25' S= 0.0048 T Cc= 0.900
n= 0.012 Concrete pipe, finished
#2 Device 1
45.50'
3.7" Vert. Orifice/Grate C= 0.600
#3 Device 1
46.70'
4.00' x 4.00' Horiz. Orifice/Grate Limited to weir flow C= 0.600
- #4 Secondary
47.10'
35.0' long x 10.0' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64
MPrimary OutFlow Max=10.29 cfs @ 12.58 hrs HW=47.04' (Free Discharge)
t-1=Culvert (Barrel Controls 10.29 cfs @ 5.5 fps)
�2=Orifice/Grate (Passes < 0.42 cfs potential flow)
3=Orifice/Grate (Passes < 10.37 cfs potential flow)
Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=45.50' (Free Discharge)
t-4=Broad-Crested Rectangular Weir ( Controls 0.00 cfs)
N Q,t,,,1f)C = 47,W"

H:\PROJECTS12007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 01-25-10 Type H/ 24-hr 1-yr NCDENR Rainfall=3.62"
by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
Pond P2 DA2: Pond #2
Inflow Area = 10.305 ac, Inflow Depth > 2.65" for 1-yr NCDENR event
Inflow = 23.81 cfs @ 12.20 hrs, Volume= 2.274 of
Outflow = 7.74 cfs @ 12.62 hrs, Volume= 1.393 af, Atten= 68%, Lag= 25.0 min
Primary = 7.74 cfs @ 12.62 hrs, Volume= 1.393 of
Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of
Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Peak Elev= 46.91' @ 12.62 hrs Surf.Area= 37,386 sf Storage="49,726 cf
,;.,;Plug -Flow detention time=,202.9 min calculated for 1.393 af.(61% of inflow)
Center -of -Mass def. time= 102.0 min ( 906.7-:804.7) '
Volume Invert Avai;.Storage Storage Description _ ti
#1 45.50' 91,866 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Tint' = _WW00
Elevation
Surf.Area
Inc.Store
Cum.Store
(feet)
(sq-ft)
(cubic -feet)
(cubic -feet)
3(P4 5
45.50
fvewPJ--7 46.00
31,362
35,212
0
16,6440
0
46;64q 0
[47
X
% 7O0
47.00
37,597
36,405
13-,94e36405
46
.15cZ23
48.00
40,039
38,818
866-
947'75223
%/ c
2"'," f$
- Device Routing Invert Outlet Devices I :.008 X = 47.01
#1 Primary 45.50' 24.0" x 230.0' long Culvert Ke= 0.050
Outlet Invert= 44.75' S= 0.0033 T Cc = 0.900
n= 0.012 Concrete pipe, finished
#2 Device 1 45.50' 3.5" Vert. Orifice/Grate C= 0.600
#3 Device 1 46.60' 4.00' x 4.00' Horiz. Orifice/Grate Limited to weir flow C= 0.600
#4 Secondary 47.00' 25.0' long x 10.0' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64
PrimaryOutFlow Max=7.74 cfs @ 12.62 hrs HW=46.91' (Free Discharge)
t-1=Culvert (Barrel Controls 7.74 cfs @ 4.6 fps)
�2=Orifice/Grate (Passes < 0.36 cfs potential flow)
3=Orifice/Grate (Passes < 9.09 cfs potential flow)
Secondary OutFlow, Max=0.00 cfs @ 0.00 hrs HW=45.50' (Free Discharge)
t-4=Broad-Crested Rectangular Weir ( Controls 0.00 cfs)
1V ew rnC = 1701
Tod,

H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 01-25-10 Type ///24-hr 1-yrNCDENR Rainfall=3.62"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
HydroCAD® 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 3/24/2010
Pond P3 DA3: Pond #3
Inflow Area = 6.330 ac, Inflow Depth > 2.37" for 1-yr NCDENR event
Inflow = 13.28 cfs @ 12.20 hrs, Volume= 1.251 of
Outflow = 5.03 cfs @ 12.58 hrs, Volume= 0.758 af, Atten= 62%, Lag= 22.8 min
Primary = 5.03 cfs @ 12.58 hrs, Volume= 0.758 of
Secondary = 0.00 cfs @ 0.00 hrs, Volume=. 0.000 of
Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Peak Elev= 46.71' @ 12.58 hrs Surf.Area= 23,382 sf Storage= 26,145 cf
Plug -Flow detention time= 498:7 min calculated for 0.758'af (61%of inflow)'
Center -of -mass det :tune= 96.0 min ( 912.7 - 816.7)
Volume Invert Avail.Stora a Storage Description
#1 45.50' 58,129 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store -rw :- i9cA3
(feet) (sq-ft) (cubic -feet) (cubic feet) 4& O
45.50 18,580 0 0 `} 19og3
NewIFL--7.46.00 21,913 $0-133O 47 22�J51
47.00 23,989 22,951 33$y4 ZO2451 19�
48.00 26,121 25,055 49-1-29 4800& - 22a51
Device Routing Invert Outlet Devices 93 X' 4(°'83
#1 Primary 45.50' 24.0" x 210.0' long Culvert Ke= 0.050
Outlet Invert= 45.00' S= 0.0024 'P - Cc= 0.900 '
n= 0.012 Concrete pipe, finished
#2 Device 1 45.50' 2.5" Vert. Orifice/Grate C= 0.600
#3 Device 1 46.50' 4.00' x 4.00' Horiz. Orifice/Grate Limited to weir flow C= 0.600
#4 Secondary 47.00' 25.0' long x 10.0' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64
Primary OutFlow Max=5.11 cfs @ 12.58 hrs HW=46.71' (Free Discharge)
t-1=Culvert (Passes 5.11 cfs of 5.32 cfs potential flow)
�2=Orifice/Grate (Orifice Controls 0.17 cfs @ 5.1 fps)
3=Orifice/Grate (Weir Controls 4.94 cfs @ 1.5 fps)
Secondary OutFlow Max=0.00 cfs-@ 0.00 hrs HW=45.50' (Free Discharge)
t-4=Broad-Crested Rectangular Weir ( Controls 0.00 cfs)
lVzw 7PE = 46v. 93
Tc o� 3�k 4f$. v

From:
Lewis, Linda
Sent:
Tuesday, March 23, 2010 3:32 PM
To:
'Amy'
Cc:
Norris, Phil
Subject:
Calabash Town Center SW8 080622
Attachments:
080622 mod. mar10. pdf
Amy / Phil:
Attached are my review comments for the subject project.
Linda

* NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
March 23, 2010
James B. Myers, III, Managing Member
Shallotte Partners, LLC
PO Box 240351
Charlotte, NC 28225
Subject: Request for Additional Information
Stormwater Project No. SW8 080622 MOD
Calabash Town Center
Brunswick County
Dear Mr. Myers:
The Wilmington Regional Office received a modified State Stormwater Management
Permit Application for Calabash Town Center on February 5, 2010. 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 and show all necessary easements on your property for the
existing property line ditches. The ditches appear to be the historic drainage
outlet for this project, so their continued use as your drainage outlet for the
proposed project should not be denied by either of the adjacent property owners.
2. Please correct the receiving stream name on the application. The original project
was issued a permit with Shingletree Swamp identified as the receiving stream,
however, the elevations of the perimeter ditches and the inverts of the pipe under
Olde Georgetown Road indicate that runoff will drain to a UT of the Calabash
River. Fortunately, the project is located just beyond the 1/2 mile limit from the
SA classified mainstem of the Calabash River, so there is no change in the
design requirements.
3. The O&M signature pages 4 of 4 indicate that all of them apply to Pond #1. 1
have crossed out the incorrect numbers and added the correct Pond # to the
appropriate document.
4. There is a slight BUA addition error for DA -3. The correct total BUA should be
154,403 based on the individual BUA numbers listed.
5. The HydroCAD stage -storage calculations show a permanent pool surface area
for Pond 1 of 31,801 square feet. However the supplement for Pond 1 reports
31,167 square feet and the rest of the calculations use 31,167.
6. Please confirm that the permanent pool volume reported on the supplements is
the sum of the "main pond volume" and the "provided forebay volume" as listed in
the calculations. Nowhere in the calculations is the method for determining the
permanent pool volume noted.
Wilmington Regional Office
127 Cardinal Onve Extension, Wilmington, North Carolina 28405 One 1
Phone: [phone] FAX: [phone] Customer service: 1-877-623-6748 Nord t, l Carolina
Internet .ncwateiqualily.org Airy F�N�//�
An Equal OpportunityY-/�
\ Afirmahve Action Employer a ` `(

Mr. Myers
March 23, 2010
Stormwater Application No. SW8 080622 Mod.
7. The mulched walking paths are considered as built -upon area and must be
included in the drainage area of a pond.
8. Please note on the pond detail sheets C26 and C27 that the contour layout and
lengths shown are to be provided at the permanent pool elevation. If the contour
information shown on those detail sheets is not referring to the permanent pool
contour, please label the correct elevation reference for that contour.
9. Please correct the temporary pool elevation in the section detail for Pond 3 on
sheet C27 from 46.4 to 46.5.
10. There are 2 different top elevations shown in the outlet structure detail for Pond
3. One elevation says Top 46.5 and below that is another elevation that just says
46.75.
Please note that a revision to one number 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 April 23,
2010, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail, 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 permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone] or email me at Iinda.lewis(&ncdenr.00v.
Sincerely,
Linda Lewis
Environmental Engineer III
GDS/arl: S:\wqs\stormwater\addinfo\2010\080622mod.mar10
CC: Phil Norris, P.E., Norris, Kuske and Tunstall
Linda Lewis
Page 2 of 2

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NATIONAL GEODETIC VERTICAL DATUM OF 1929
THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS
FOR SALE BY U. S. GEOLOGICAL SURVEY
DENVER, COLORADO 80225, OR RESTON, VIRGINIA 22092
A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST
�NC
QUADRANGLE LOCATION

North Carolina Secretary of State
Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OFTHE
Secretary SECRETARYOFSTATE
PO Boa 29622 Raleigh, NO 27626-0622 (919t807-2000
CORPORATIONS
orporations Home C
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tart An Order
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TOOLS.
Secretary of State Home
ecretary of State Site Map
Printable Page
Date: 3/17/2010
here to:
Document Filings I Sign Up for E-Notifications I
rint apre-populated Annual Report Form I Annual Report Count I File an Annual Report I
Names
Name Name Type
NC INTEGRATED PROPERTIES, LLC Legal
i Liability Company Information
SOSID:
0504755
Status:
Current -Active
Date Formed:
9/1/1999
Citizenship:
Domestic
State of Inc.:
NO
Duration:
DEC 2050
:red Agent
Agent Name:
Registered Office Address:
Registered Mailing Address:
Principal Office Address:
Principal Mailing Address:
Robert N Burris
6857 Fairview Road Suite 100
Charlotte NC 28210
6857 Fairview Road Suite 100
Charlotte NC 28210
529 Hebron Road
Charlotte NC 28273
PO Box 240351
Charlotte NC 28224
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=4847115 3/17/2010

NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC.
February 3, 2010
Ms. Jo Casmer
NC DENR / Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S.Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
FZ4,CEIVED
FEB 0 5 20M
F3Y:
Re: State Stormwater Permit Submittal — Modification SW8 080622
Calabash Town Center
Calabash, NC
NKT Project No. 07128
Dear Ms. Casmer:
Enclosed are two (2) sets of plans for the above referenced project, two (2) drainage
area plans, one (1) set of calculations, one (1) copy of the stormwater narrative, one (1)
USGS map, one (1) copy of the soils / infiltration system report, one(1) copy of the
deed, one (1) copy of the Articles of Organization, one (1) copy of the Declaration of
Covenants and Restrictions, the original Division of Water Quality Stormwater
Management Permit application, three (3) original SW-401 Wet Detention Basin
Supplement forms, three (3) original Wet Detention Basin Operation 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.
K.
JKB/neh
Manager
07128 02-03-10-s-sw-Itr
Enclosures
cc: Mr. Jim Myers / Shallotte Partners, LLC
902 Market Street • Wilmington, NC 28401-4733 • Phone: [phone] • Fax: [phone]

V-,r
SCANNED
LG
LAND MANAGEMENT GROUPINC.
Environmental Consultants
v
May 28, 2008
Jody Bland
Norris, Kuske & Tunstall
902 Market Street
Wilmington, NC 28401
FE6 p5 �p\0
. RECEIVED
JUN 0 4 2008
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
ctm:ated se--! high water table that at is :easy 18" from the soil sur.acc. Born.gs #2
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,
X�
Kurt Evers
Environmental Scientist
RECENT
FEB 0 5 2010
BY:
www.lmgroup.net C [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 a P.O. Box 2522, Wilmington, NC 28402

lJ
Profile
Boring 1, Linear side slope, 0-2% slope.
A 0-6" Sand, or, vfr, ns, np, 1 OYR 4/1
E 6-18" Sand, single grained, vfr, ns, up, IOYR 7/1
Bh 1 18-24" Sand, massive, fr, weakly cemented, ns, up, 10YR 3/2
E' 24-32" Sand, single grained, fir, ns, np, 1 OYR 4/2
Bh2 32-60" Sand, massive, weakly cemented, ns, up, 1 OYR 2/1
Estimated seasonal hieh water table: 18"
Boring 2, Linear side slope, 0-2% slope.
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
Bhl 12-42" Fine sand, massive, vfr, coated sand grains, 5YR 2/1
B112 42-60" Fine sand, massive, vfr, coated sand grains, 5YR 3/2
Estimated seasonal hieh water table: <12"

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STORMWATER SYSTEM NARRATIVE
CALABASH TOWN CENTER
CALABASH, NORTH CAROLINA
For
Shallotte Partners, LLC
P.O. Box 240351
Charlotte, NC 28224,
[phone]
CA
11966
Co
tiGINS.-* QQ�
January 2010
Prepared by:
RECEIVED
FEB 0 5 2010
BY:
NORRIS, KUSKE & TUNSTALL CONSULTING ENGINEERS, INC.
902 Market Street
Wilmington, North Carolina 28401
[phone]
[phone] (Fax)
NKT Project No. 07128

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 Rational Method at the 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
18.20 acres (56.88%) 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 67-56% impervious area site coverage dependent upon
drainage area.
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.

N "a7/ZY"
SOS1D: 0856715
Date Filed: 7/17/2006 10:33:00 AM
NC. SEC. OF STATE 919 807 2039 07/03 ' 06 08: Elaine F. Marshall
North Carolina Secretary of State
C200600600168
State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to §57C-2-20 of the General Statutes of North Carolina, 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: shallotta Partners, LLC
2. If the limited liability company is to dissolve by a specific date, the latest date on which
the limited liability company is to dissolve: (if no date for dissolution is specffied, there
shell be no Await on the duration of the Qmlted liability 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 organizaton in the
capacity of a member, organizer or both).
OAMt( Qr.,ne44- Cor•yn. '.Ze
6406 19?4L , 0i:�k Sc✓
n
4. The street address and county of the initial registered office of the limited liability
company Is:
b yob 6Pac � Or ., Sit/
Number and Street
City, State, Tip Code 000aa isia Beach, NC 28469 County Scunm ick
S. The mailing address if different from the street address, of the initial registered office is:
6. The name of the initial registered agent is: Dan i p 1 Q etl a e I T
7. Principal office information: (Select either a orb.)
a. Cx�j 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 rr<mbar one causeway
City, State, Zip Code 0--an z.10 Beach, xc 2e469 County Hx a &*=k
The mailing address lFoRferent from fhe street address, of the principal office of the
corporation is:
b. The limited liability company does not have a principal office.
,wooee i.mo
FEB 0 5 2010
Rcdcbcz(1, 6' �39OJ99G3���: Wd6�:4 :90-_�-C

NC SEC OF STATE 919 807 2039
8. Check on of the following:
07/03 '06 08:02 No.358 04/04
x (0 Mernbemnanaged LLC: all members by virtue of their status as members
shall be managers of this limited liability company.
(d). Afarrsgar-managed UC: except as provided by N.C_G-S. Section 57C.3-
20(a), the members of this limited liability company shad 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 and/or time is specified:
March 4. Zoos
This is the sot day of December 20 os
8ha13-o Partners, LLC
sAit
atum ff f 1
QrA �r�nl T"' Qf 4, eL t^
type or Print tYame and 7-1ho
NOTES:
1 . Filing fee is 5125. Thin document revel be filed with the secretary of state.
CORPORATIONS DIVISION
(Re"Sed January 2002)
P.O. BOX 29622
RALEIGH, NO 27628.0622
(Form L-Pf)

LIMITED LIABILITY COMPANY
ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY:
SHALLOTTE PARTNERS,LLC
FISCAL YEAR ENDING: 12 / 31 / 0 7
SECRETARY OF STATE R.L.L.P. ID NUMBER: 08%715
NATURE OF BUSINESS: Real Estate
REGISTERED AGENT: Robert N. Burris
REGISTERED OFFICE MAILING ADDRESS: 6857 Fairview Road
Charlotte, NC 28210
REGISTERED OFFICE STREET ADDRESS: 6857 Fairview Road
Charlotte, NC 2B210
SIGNATURE OF THE NEW REGISTERED AGENT:
PRINCIPAL OFFICE TELEPHONE NUMBER:
PRINCIPAL OFFICE MAILING ADDRESS:
PRINCIPAL OFFICE STREET ADDRESS:
MANAGERS/M EMBERS/OR GAN I ZERS
704-365-2600
PO Box 240038
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
/"-
/�/Z, a �
SIGNATURE CONSTFIFUTES CONSENT TO THE APPOINTMENT
11024 Nations Ford Road
Pineville, NC 28134
Name: Integrated Properties, LLC
Name:
Name:
Title: i`l ber/Manager
Title:
Tole:
Address: PO BOX 2400.3E
Address:
Address:
Charlotte,
City:
City:
City:
State: NC ZIP: 28224
State: ZIP:
State: ZIP:
MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES �n C/
t 6 •`Od
BYAM IAGER/MEMBER DATE
6 MANAGING MEMBER Integrated Properties LLC
—r" / TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: S200 MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525
Tei231
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Page I of I
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F1
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Brwnswick County.
NC ;As
NCrRE�FN E S 411 1gL1100B-r0
Of
R_T___ .__'t .
CASH REF^
NORTH CAL.6?�A �� (/; /,`j
GENERAL WARRANTY DEED L �S` �I
LIM
Excise Tax: $�� 000. ca
Parcel Identifier No. 2410000114
MaillBox to: LILES S GODBEY, P.C., 6406 BEACH DRIVE SW, OCEAN ISLE BEACH, NC 2846
This instrument was prepared by. Liles & Godbey, P.C.
Brief description for the Index: 34.97 acres
THIS DEED made this ___.day of 2006, by and between
GRANTOR I GRANTEE
ODELLVNLN and wife,
VIRGINIA A. WVk , IN
The design 'a�n�iirr t�r ' nd Cram" s us6dherc6in shall inefuffi said parties, their heirs, success
ass a d h it ' i�tid s:ng��+lar, , 1, asculi , feminine or neuter as required by
WIT�NSS-TH,tf rant3[;s re i ,d b these presents CiCrT�mile;a�§9t�b
unto Jr�6 L) an his heirs and a igi5 s��Ir,n and interest of the said Grantor i
cent Wh t-dr parcel of land situated in BMrrs ipr�.r ar more particularly des
follows: �l
SEE EXHIBIT'A' 4/ Zf
RECEIVED
FEB 0 5 2010
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&Z:
INIIIIIIIIIIIIIIIN
TO HAVE AND TO ht O.v aforesaid tract or
Grantee(s) and his heirs aFr;,�`srslgns, f rd 1
anyone claiming by, through "-war-t e*
The d si io GIB to Gr nt a a� used�h�reinlndude said parties, their heirs,
suo�so�s, d ° s�n , �ndrs a4�n�e singular, plural, masgplj -,)! `,� �r-.G�
IN 'dTNE58' EREOF, the Grantor /hae tgsina as of the day and year First
f
t(,c^EAi_}
Odell 001liarnson
• EAI_)
Vi inia A. Williamson
Carolina
County
I, 11CC<i
certify that Odell Will
acknowledged the due
hand and official seal, I
My obrnmi�'si n
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IaF l 9ll llll C_l tIl�l �C R.ILls a s, ,
Brweyi tk CountY, NC Re a r
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LPW
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
December 14, 2009
Anthony Feilback
Thistle Golf Club Limited Partnership
Thistle Downs Limited Partnership
1815 Olde Thistle Club Road
Sunset Beach, NC 28468
Division of Water Quality
Coleen H. Sullins
Director
Subject: Calabash Town Center
Stormwater Project No. SW8 080622
Brunswick County
Dear Mr. Feilback:
Dee Freeman
Secretary
The Wilmington Regional Office (WiRO) of the Division of Water Quality (DWQ), received your 8
December 2009 letter that outlined your concerns regarding the permitted development of
Calabash Town Center, located at NC 179 and Olde Georgetown Road near Calabash, NC. We
understand and appreciate the issues you have brought to our attention for this permit
modification. Therefore DWQ is providing the following answers to address each of your
concerns.
1. Concern: Incorrect water classification on the permit application.
Answer: After looking at the USGS topographic map for Calabash, it does appear that the
runoff will ultimately drain via the existing ditch, into the pipe under Olde Georgetown Road and
into an unnamed tributary (UT) of the Calabash River. However, the project is located more than
Y2 mile from the SA classified mainstem of the Calabash River, therefore, it is not subject to the
SA design criteria and the current permit is valid. The existing permit will be amended to reflect
that the correct receiving stream is the Calabash River.
2. Concern: Width of drainage easement should be enlarged to accommodate proper
maintenance from the discharge swale. .
Answer: The Division has no statute or rule that mandates a minimum drainage easement
width. That will be a local government requirement through the Town of Calabash. DWQ
jurisdiction is limited to requiring all Best Management Practices, pipes and swales associated
with the permitted stormwater system to be located within an access and drainage easement,
but not within a certain width of easement. However, common sense dictates that if a 10' wide
swale were proposed to be located within a 5' wide easement, the DWQ reviewer would
certainly point that out to the consultant and subsequently require a wider easement to
adequately accommodate the swale.
3. Concern: Location of stormwater ponds should be outside and set back from the drainage
easement.
Answer: The Division has no statute or rule that mandates how close a pond can be located to
an existing or proposed drainage easement. If access to the pond is not available from the
common areas or public right-of-way, then an access/ drainage easement is needed for thde
pond. The Division cannot require compliance with the local government building code before
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: viww.ncwaterquality.org
One
NorthCara ljna
Natmill
An Equal OpportunityI Atfrmative Action Employer

Mr. Feilback
December 14, 2009
SW8 080622
issuing a stormwater permit. Plans approved by DWQ need only comply with the State
stormwater rules. If the Calabash Building Code requirements result in a change to the
approved stormwater plan, then a modification or a plan revision will need to be
submitted to the Division of Water Quality that documents those changes.
4. Concern: Verification of drainage easement between Shallotte Partners & Fore Christ
Ministries.
Answer: DWQ has discussed this issue with the Town of Calabash. There is a
potential problem with a portion of this project's drainage system being located on the
adjacent Fore Christ Ministries property without an easement in place. The discussion
was about the fact that should Fore Christ Ministries develop the property and either
pipe, move or otherwise alter that drainage, they will need to account for the existing
drainage, including the Calabash Town Center and make provision for it. They could not
simply shut down the ditch without providing for the existing drainage. Before a permit
modification is issued by DWQ, either an easement will need to be shown on the plans,
or some other solution will need to be in place to guarantee the availability of that ditch
to take in Calabash Town Center's pond discharge.
5. Concern: Verify and insure that the land mass represented is the same as in existing
permit.
Answer: Based on DWQ's review, the property boundary shown on 18 September 2008
approved stormwater plans corresponds to your Exhibit "C". Exhibit "D" appears to show
only the currently permitted outparcel lots and a large blank space behind the lots. Both
the lots and the large blank space are covered by the current permit. Once the permit
modification is submitted, DWQ will make sure that no property has been added or
dropped from the permit boundary, aside from minor survey adjustments. All of the
property covered by the permit must be accounted for in any subsequent modification. If
a portion of the permitted project has been sold, the new owner must submit an
application and receive their own permit and the current permittee has to modify their
permit to reflect that change. Any increases or decreases in project area, or changes to
the project boundary, will require a permit modification.
On a different matter, the Division received a name/ownership change form for The
Thistle, permit number SW8 980820 on 2 September 2005. This change form named
Walter J. Mackey, Jr., President of Thistle Golf Club Limited Partnership, as the new
permittee. At this point in time we have been unable to transfer the permit because
several DWQ requests for documentation went unanswered. As a result, the current
owners of The Thistle are operating without a valid permit.
In order to facilitate the transfer of this permit, please submit the following information to
the Division:
1. A copy of the recorded deed restrictions for the 57 lots permitted under SW8 980820.
2. Signed O&M agreements for the operation and maintenance of the 2 wet detention
ponds (enclosed), or submit a revised Name/Ownership change form, attached, signed
in all the appropriate and applicable sections.
Please return all documents to WIRO, DWQ and to the attention of Linda Lewis. Upon
the transfer of the permit, please submit a permit modification to address any changes in
the existing or proposed development that have been made. Please be advised that
operation of the permitted wet ponds and/or selling lots in the subdivision without a
permit are violations of NCGS 143-214.6 and are subject to enforcement action. An
inspection of The Thistle will be conducted in the near future to determine the status of=
compliance.
Page 2 of 3

Mr. Feilback
December 14, 2009
SW8 080622
If you have any questions, please do not hesitate to contact me at [phone] or
email me at linda.lewis(o)ncdenr.gov.
Sincerely,
Linda Lewis
Environmental Engineer III
GDS/arl: S:\WQS\STORMWATER\LETTERS\2009\080622.dec09
cc: Joseph Bland, Norris Kuske & Tunstall
Linda Lewis
Page 3 of 3

<r� • j 11'
December 8, 2009
Ms. Linda Lewis
Mr. Edward Beck
NCDENR
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
PMCP
DEC 1 0 2009
By;
RE: Calabash Town Center
State Stormwater Permit No. SW8 08 0622
Deal- Ms. Lewis and Mr. Beck:
I am writing as a concerned adjacent property owner regarding the issuance
of the State Stormwater Permit No. SW8 08 0622 issued for the Calabash
Town Center project in Calabash, North Carolina. I represent the 409 acres
owned by Thistle Golf Club Limited Partnership and Thistle Downs Limited
Partnership located to the north of the subject property, our properties share
a 2,17511 drainage swale.
We are respectfully requesting NCDENR to investigate the major
modification to this site plan that is currently in the fast track process to
insure compliance with all regulations (see exhibits "A" and "B"). We have
the following concerns:
I) It is our understanding that the permit application submitted to NCDENR
noted that the project drains to the Lumber River via Shingletree Swamp
which is a classified as Class C: SW waters. However, accordine to our
field observations, the local USGS map, and Brunswick County GIS
information we believe that the project site actually drains to the Cal .bash
River, which is classified as SA waters. If this is the case, then permit
number SW8 08 0622 must be invalid as projects that drain to SA waters
Have more stringent stormwater rules than those draining to non -SA waters
and this project would not be in compliance.
2) tf the permit is granted, that the existing drainage swale varies from 10'-
20' wide and Y-5' deep. We respectfully request at least a 25' wide
1815 Olde Thistle Club Road, Sunset Beach, NC 28468
Real Estate: 1-866-579-8063 • Fax [phone]
Golf: 1-800-571-6710 • Fax: [phone]
Thistlegolf.com

Page 2 or2
Dec S. 2009
NCDI?NR
easement be required to accommodate proper maintenance from the
discharge Swale because of the impact of the 3 detention ponds.
3) Furthermore, the new ponds should be located outside the 25' drainage
easement, respective ofthe Landscape buffer required in the conditional use
permit, and observe 35' setback as required in the Calabash Code 153.310
(exhibit "C")
4) Verify that a drainage easement is in place between Shallotte partners and
Fore Christ Ministries
5) Verify insure that the land mass represented is the same that was in the
existing permit. See attached recorded plat (exhibit "D")
We respectfully request that NCDENR confirm whether or not this permit
was issued in compliance with the appropriate rules and regulations. Thank -
you tor taking the time to examine these issues.
Attached Exhibits:
a) Site plan per permit
b) New Site plan (2 pages)
c) Conditional use permit (5pages)
d) New Plat
cc: Jeff Phillips, Brunswick County Engineering Department
Mr. Paul Ekster, Attorney

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IIIIIIII IIIIIIIIIilllllllllllllllllll B74nd Pia IOs
EXHIBITT Brunswick County, NC Register of Deeds page t of 5
NCDENR LETTER
8 DEC 09
Epp h1 `j7o!al Z..__ Zty n-, it.-.ryl
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❑ Oocumen! ConU:: °:. ....,,.t, ,, ,.p crig;nal .� r
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TOWN OF CALABASH
Conditional Use Permit Granted
On December 2, 2008, the Calabash Board of Commissioners met and held a Public Hearing
to consider the Conditional Use Permit application listed below. On January 13,2009, during a
Regular Meeting held by the Calabash Board of Commissioners a decision was rendered on the
Conditional Use Permit Application
Applicant: Shallotte Partners, LLC
Property Location: Undeveloped, interior, 22.56-acre parcel located at the corner of Old
Georgetown and Clariday Roads; located within Calabash corporate
limits in the Residential-8000 zoning district (R-8).
Parcel Identification#: 24100001.14
Proposed Use of Property: To construct a multifamily housing development; specifically 18
buildings each containing 12 units for a total of 216 units to be used
for residential purposes. The development also contains a clubhouse
and other amenities.
Meeting Dates:
• November 3, 2008-matter was reviewed by the Planning & Zoning Board, who forwarded a
recommendation to approve with conditions.
• December 2, 2008, Public Hearing held by the Board of Commissioners
• December 9, 2008, Board of Commissioners Regular Meeting —an item of Old Business on
the Agenda (a decision was rendered pending the Town Attorney's review)
• January 13, 2009, Board of Commissioners Regular Meeting —subsequent to the Town
Attorney's review of the decision in December, the matter appeared before the Board again
and a [new/revised] Conditional Use Permit was issued and is as follows:
Having heard all the evidence and argument presented at the Public Hearing, the Board finds
that the application is complete, that the application complies with all of the applicable requirements
of the Calabash Zoning Ordinance [specifically §153.219 (G)] for the development proposed, and
that therefore the application to make use of the above -described property for the purpose indicated is
hereby approved, subject to all applicable provisions of the Zoning Ordinance and the following
conditions:
TOWN OF CALABASH
CONDITIONAL USE PERMIT GRANTED

IIIIILIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII B? 1A'?r10?lm offs °�
EXHIBIT T" Brunsuick County, NC Register of Deeds page 2 of 5
NCDENR LETTER
8 DEC 09
The applicant shall complete the development strictly in accordance with the plans submitted to and
approved by the Calabash Board of Commissioners, a copy of which will be filed in the Town
Clerk's office.
(1) As shown on page CO of the Overall Site Plan (which at the behest of the Board of
Commissioners on December 2, 2008 Special Meeting/Public Hearing was revised.to include
a sidewalk for interconnectivity between the subject property and 21 Highway Commercial
[zoned] properties,and submitted to the Town Clerk on December 5, 2008),the project must
include a sidewalk along Town Center Road as well as interconnecting sidewalks to the
.residential portion of the subject property.
(2) No building within the project shall exceed a height of thirty-five feet (35'). This height
must be included in "Site Data" on page CO of the Overall Site Plan. Detailed' elevation
drawings shall be submitted to the Building Inspector prior to the issuance of any permits.
(3) The total project density shall not exceed 216-units, which yields a density of 9.57 units per
acre based upon the gross project area.
(4) Buffering shall be used to mitigate/minimize nuisances and any adverse impacts on adjoining
properties; this buffering shall be a minimum of twenty-five feet (25') and consist of hedges
and tall, multi -layered tree canopy.
(5) Before any building permits are issued, a bond must be placed with the Town of Calabash for
the cost of the roadways, drives, parking lots, landscaping, lighting, buffering, and signs.
Proof of bonding with other govemmenWagencies must also be provided to the Town Clerk
prior to the issuance of any building permits.
(6) Before the Town of Calabash issues any permits, a stormwater management program for the
subject property shall be reviewed and approved by Town staff. This shall include all related
stormwater control from the 21 adjoining Highway Commercial lots if such stormwater
control arrangement for the Highway Commercial properties is approved as a conditional
use.
(7) If any of the conditions affixed hereto or any part thereof shall be held invalid, illegal, or void
then this permit shall be void and of no effect.
TOWN OF CALABASH
Cn Nn1T1nV A1, U QV PVQMIT COANTRT

EXHIBIT uC°
NCDENR LETTER
8 DEC 09
IIIIIIIIIII�NIIIIIillllfllllllllllll Brenda M. Cl moons Joao
Brunsuic County, NC Register of Deeds page 3 of 5
(8) The right-of-way as shown on the Overall Site Plan shall be held by covenants in common
and access easements be assigned to the 21 Highway Commercial lots.
(9) Constnrction is estimated to begin March 2009 and end October 2010.
If this permit authorizes development on a tract of land larger than one acre, nothing
authorized by the permit may be done until the property owner properly executes and returns to the
Town the attached acknowledgement of the issuance of this permit so that the Town may have it
recorded in the Brunswick County Registry.
IN WITNESS WHEREOF, the "town of Calabash has caused this permit to be issued in its
name, and the undersigned, being all of the property owners of the property above described, do
hereby accept this Conditional Use Permit, together with all its conditions, as binding on them and
their successors in interest.
(TOWN SEAL) TOWN OF CALABASH
N OF Cq By:
�q6•. ny Clemmons, Mayor
•CCRPORAIE yy�
r4VC; ..ran,.,
Attest: Kelle Southward, Town Clerk
TOWN OF CALABASH
CONDITIONAL USE PERMIT GRANTED

CS MAP IS NOT CERTIFIED SUR VEY
HAS NOT BEEN REVIEWEDBY
::JCAL GOVERNMENT AGENCY FpR
-AND DEVELOPMENT A
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EXHIBIT "C" 11111111111�IIIIIIfIINllllllllllllllr 82914dP10T48 goof 50fl0
NCDENR LETTER
8 DEC 09
ACKNOWLEGEMENT
I, Jim Myers, on behalf of Shallotte Partners LLC, owner of the above -identified property, do
hereby acknowledge receipt of this Conditional Use Permit. I further acknowledge that no work
may be done pursuant to this permit except in accordance with all of its conditions and
requirements and that this restriction shall be binding on therit and their successors in interest.
—� Jun Ji
y r , Member/Manager
/ Shalldtte Partners, LLC
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
I, ,�ii2i7erY �(IG` a Notary Public in and for said State and
County, do hereby certify that Jim Myers personally appeared before me this day and
acknowledged the due execution of the foregoing instrument.
fh
WITNESS my hand and notarial seal, this is day of 2. l�CR Y 200 f
(ram.. 19 e� _
Notary P (signature)
a) 7a 37-e /_ . za V�r i ��_
Notary Public typed or printed name
My commission expires: /%
rd
TOWN OF CALABASH
CONDITIONAL USE PERMIT GRANTED

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NORRIS, KUSKE & TUNSTALL J. Phillip Norris, P.E. John S. Tunstall, P.E.
John A. Kuske, III, P.E. James T. Pyrtle, 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:
Ms. Linda Lewis
Date: December 7, 2009
Job No. 07128
NC DENR/Div of Wtr QualityNVtr Quality Section
Subject: Calabash Town Center
127 Cardinal Drive Extension
Change of Ownership Form
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
1
12-01-09
State Stormwater Permit Name/Ownership Change Form
RMC=V=
2009
❑
❑
AS REQUESTED
FOR YOUR USE
® FOR REVIEW AND APPROVAL ❑ FOR APPROVAL
❑ FOR BIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS: As per our recent telephone conversation and emalls with our office, please review the signed change
form and approve. Should you have any further questions, please call.
cc: Mr. Jim Myers/Shallotte Partners, LLC
SIGNED �Illlp Norri.
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.

North Carolina Secretary of State
Page 1 of 1
North Carolina
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�'�' '"'
'v�rt'�._ "�
DEPARTMENT OFTFIE
Elaine F. Marshall c
;1—
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
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Date: 12/1/2009
here to:
Document Filings I Sign Up for E-Notifications I
rint apre-populated Annual Report Form I Annual Report Count I File an Annual Report I
;orporation Names
Name
NC Shallotte Partners, LLC
-imited Liability Company Information
Name Type
Legal
SOSID:
0856715
Status:
Current -Active
Date Formed:
7/1712006
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
egistered Agent
Agent Name:
Registered Office Address:
Registered Mailing Address:
Principal Office Address:
Principal Mailing Address:
Burris, Robert N
6857 Fairvier Road
Charlotte NC 28210
6857 Fainner Road
Charlotte NC 28210
11024 Nations Ford Road
Pineville NC 28134
PO Box 240038
Charlotte NC 28224
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=7890914 12/1/2009

NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
November 17, 2009
Mr. James B. Myers,
Integrated Properties
PO Box 240038
III, Member/Manager
LLC
Charlotte, NC 28224
Subject: Request for Plan Revision or Permit Modification
Calabash Town Center
Stormwater Project No. SW8 080622
Brunswick County
Dear Mr. Myers:
Dee Freeman
Secretary
On October 21, 2009, the Division received your partially complete request to transfer
the subject stormwater permit to Integrated Properties, LLC. The request is still missing
the signed Operation and Maintenance agreement for the continued operation and
maintenance of the permitted BMP's for this project. I've attached copies of the
appropriate documents that need to be signed, dated, notarized and returned in order to
complete this step of the permit transfer process.
It is my understanding that the project has not yet been built. In the meantime, a
separate matter has come to our attention. The Division is aware that the plans before
the Town of Calabash differ somewhat from the plans approved by the Division on
September 18, 2008. The Town is also aware of this. Prior to approving the permit
transfer, please submit either a plan revision or a permit modification to address the
proposed changes to the site plan.
I believe that the Town of Calabash may issue a conditional approval for your site plan,
conditioned on obtaining either an approved plan revision or a modified permit for the
new site plan. This is completely at the discretion of the Town.
If you have any questions, please do not hesitate to contact me at [phone] or
email me at linda.lewis(&ncdenr.gov.
Sincerely,
Linda Lewis
Environmental Engineer III
GDS/arl: S:\WQS\STORMWATER\LETTERS\2009\080622.nov09
cc: Phil Norris, P.E., NKT Engineering
Stuart Cooke, Shallotte Partners, LLC
Stanley Dills, Town of Calabash
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] \ FAX: [phone] \ Customer Service: 1-877-623-6748
Internet: vnvvvhcwaterquality.org
An Equal Oppoduni y 1 Affirmative Action Employer
NorthCarolina
Naturally

OPERATING AGREEMENT
OF
SHALLOTTE PARTNERS, LLC
(A North Carolina Limited Liability Company)

OPERATING AGREEMENT
OF
SHALLOTTE PARTNERS, LLC
THIS OPERATING AGREEMENT (this "Agreement") of Shallotte Partners, LLC
(the "Company"), a limited liability company organized pursuant to the North Carolina Limited
Liability Company Act, is executed effective as of the 17th day of July, 2006, by and among the
Company and the persons executing this Agreement as the initial Members (as defined below).
ARTICLE I - DEFINITIONS ARTICLE 1- DEFIrIITIONSARTICLE I - DEFINITIONSARTICLE
I - DEFINITIONS
1.1 DefinitionsLl The following terms used in this Agreement shall have the
following meanings (unless otherwise expressly provided herein):
(a) "Act" means the North Carolina Limited Liability Company Act, as the same may
be amended from time to time.
(b) 'Ad Capital Account" means, with respect to a Member, the balance in such
Member's Capital Account at the end of the relevant fiscal year, as determined in accordance with
Treasury Regulation Section 1.704-1(bX2)(iv).
(c) "Articles of Orgaaanization'means the Articles of Organisation of the Company filed
with the Secretary of State, as amended or restated from time to time.
(d) "Capital Account" means for each Member the account established pursuant to
Section 8.2 hereof and maintained in accordance with the provisions of this Agreement.
(e) "Capital Contribution" means any contribution to the capital of the Company in
cash or property by a Member whenever made.
(f) "Code" means the Internal Revenue Code of 1986, as amended from time to time
(and any corresponding provisions of succeeding law).
(g) "Distnbutable Cash" means, with respect to the Company for a period of time, all
funds of the Company on hand or in bank accounts of the Company as, in the discretion of the
Managers, is available for distribution to the Members after provision has been made for (i) payment
of all operating expenses of the Company as of such time, (ii) provision for payment of all
outstanding and unpaid current obligations of the Company as of such time, and (iii) provision for
such reserves as the Managers deem necessary or appropriate for Company operations.
(h) "Fiscal Year" means the calendar year.

(i) "Income" means, for each Fiscal Year or other period, each item of income and gain
as determined, recognized and classified for federal income tax purposes, provided that any income
or gain that is exempt from federal income tax shall be included as if it was an item of taxable
income.
6) "Initial Capital Contribution" means the initial contribution to the capital of the
Company made by a Member pursuant to Section 8.1(a) of this Agreement.
(k) "Loss" means, for each Fiscal Year or other period, each item of loss or deduction
as determined, recognized and classified for federal income tax purposes, increased by (i)
expenditures described in Section 705(ax2)(B) of the Code, (ii) expenditures contemplated by
Section 709 of the Code (except for amounts with respect to which an election is properly made
under Section 709(b) of the Code), and (iii) expenditures resulting in a deduction for a loss incurred
in connection with the sale or exchange of Company property that is disallowed to the Company
under Section 267(a)(1) or Section 707(b).
0) ' jk ' means, with respect to any referenced group of Managers, a combination
of any of such Managers constituting more than fifty percent (50016) of the number of Managers of
such referenced group who are then elected and qualified
(m) "MWEV in Interest" means, with respect to any referenced group of Members, a
combination of any of such Members who, in the aggregate, own more than fifty percent (50%) of
the Membership Interests owned by all of such referenced group of Members.
(n) "Manager" means each initial Member named on Schedule I hereto, or any other
Person that succeeds such Manager in their capacity as manager or any other Person elected to act as
manager of the Company as provided herein.Managers" refers to such Persons as a group.
(o) "Member" means each Person designated as a member of the Company on
Schedule I hereto, or any additional member admitted as a member of the Company in accordance
with Article 10. "Members" refers to such Persons as a group.
(p) "Membership Interest" means all of a Members rights in the Company, including
without limitation, the Member's share of the profits and losses of the Company, the right to receive
distributions of the Company's assets, any right to vote and any right to participate in the
management of the Company as provided in the Act and this Agreement. As to any Member,
Membership Interest shall mean the percentage set forth opposite such Members name on Schedule
I hereto.
(q) Net Income" and "Net Loss" means, for each Fiscal Year or other relevant period,
(i) the excess of the Income for such period over the Loss for such period, or (ii) the excess of the
Loss for such period over the Income for such period, respectively; provided, however, that Net
Income and Net Loss for a Fiscal Year or other relevant period shall be computed by excluding from
such computation any Income specially allocated under Section 9.1.
Page 2

(r) 'Person" means an individual, a trust, an estate, or a domestic corporation, a foreign
corporation, a professional corporation, a partnership, a limited partnership, a limited liability
company, a foreign limited liability company, an unincorporated association, or another entity.
(s) "Secretary of State" means the Secretary of State of North Carolina.
(t) "Treasury Regulations" means the Income Tax Regulations and Temporary
Regulations promulgated under the Code, as such regulations may be amended from time to time
(including corresponding provisions of succeeding regulations).
ARTICLE 2 - FORMATION OF THE COMPANY
2.1 Formation. The Company was formed on July 17, 2006 upon the filing with the
Secretary of State of the Articles of Organization of the Company. In consideration of the mutual
premises and covenants contained herein and other good and valuable consideration, the receipt and
sufficiency of which is hereby acknowledged, the parties hereto agree that the rights and obligations
of the parties and the administration and termination of the Company shall be governed by this
Agreement, the Articles of Organization and the Act.
2.2 Name. The business and affairs of the Company shall be conducted under the
name Shaliotte Partners, LLC. The name of the Company may be changed from time to time by
amendment of the Articles of Organization. The Company may transact business under an assumed
name by Sling an assumed name certificate in the manner prescribed by applicable law.
2.3 Registered Office and Registered Agent. The Company's registered office shall
be Shallotte Partners LLC, 6606 Beach Drive SW, Unit E, Ocean Isle Beach, Brunswick County,
North Carolina 28469, and the name of its initial registered agent at such address shall be Stuart
Cooke.
2.4 Principal Place of Business. The principal place of business of the Company
within the State of North Carolina shall be same as 2.3 above. The Company may locate its place(s)
of business and registered office at any other place or places as the Managers may from time to time
deem necessary or advisable.
2.5 Term. The Company shall continue in perpetual existence, as specified in the
Company's Articles of Organization, unless the Company is earlier dissolved and its affairs wound up
in accordance with the provisions of this Agreement or the Act.
Page 3

2.6 Purposes and Powers.
(a) The Company may engage in any lawful business for which limited liability
companies may be organized under the Act unless a more limited purpose is stated in the Articles of
Organization.
(b) The Company shall have any and all powers which are necessary or desirable to
carry out the purposes and business of the Company, to the extent the same may be legally exercised
by limited liability companies under the Act. The Company shall carry out the foregoing activities
pursuant to the arrangements set forth in the Articles of Organization and this Agreement.
2.7 Nature of Members' Interests. The interests of the Members in the Company shall
be personal property for all purposes. Legal title to all Company assets shall be held in the name of
the Company. Neither any Member nor a successor, representative or assign of such Member, shall
have any right, title or interest in or to any Company property or the right to partition any real
property owned by the Company. Interests may be evidenced by a certificate of membership interest
issued by the Company, in such form as the Managers may determine.
ARTICLE 3 • RIGHTS AND DUTIES OF MANAGERS
3.1 Management The business and affairs of the Company shall be managed by the
Managers. In addition to the powers and authorities expressly conferred by this Agreement upon the
Managers, the Managers shall have full and complete authority, power and discretion to manage and
control the business of the Company, to make all decisions regarding those matters and to perform
any and all other acts or activities customary or incident to the management of the Company's
business, except only as to those acts and things as to which approval by the Members is expressly
required by the Articles of Organization, this Agreement, the Act or other applicable law. At any
time when there is more than one Manager, (i) any one Manager may take any action permitted to be
taken by the Managers, unless the approval of more than one of the Managers is expressly required
pursuant to this Agreement or the Act, and (ii) the Managers may elect one or more officers who
may but need not be Members or Managers of the Company, with such titles, duties and
compensation as may be designated by the Managers, subject to any applicable restrictions
specifically provided in this Agreement or contained in the Act.
3.2 Number and Qualifications. There shall initially be four Managers of the
Company, who shall be the Members who executed and Sled the Articles of Organization of the
Company. The names and consent of the Managers to serve as such shall be evidenced on Schedule
H attached hereto and made a part hereof, as amended upon any change of Managers. The number
of Managers of the Company may be fixed from time to time by the affirmative vote of a Majority in
Interest of all of the Members, but in no instance shall any decrease in the number of Managers have
the effect of shortening the term of any incumbent Manager. Managers need not be residents of the
State of North Carolina or Members of the Company.
3.3 Election and Term of Office. Managers shall be elected at the annual meeting of
the Members (except as provided in Sections 3.5 and 3.6). Each Manager shall hold office until the
Page 4

Manager's successor shall have been elected and qualified, or until the death or dissolution of such
Manager, or until his or its resignation or removal from office in the manner provided in this
Agreement or in the Act.
3.4 Resignation. Any Manager of the Company may resign at any time by giving
written notice to all of the Members of the Company. The resignation of any Manager shall take
effect upon receipt of notice thereof or at such later time as shall be specified in such notice; and,
unless otherwise specified therein, the acceptance of such resignation shall not be necessary to make
it effective.
3.5 Removal At any special meeting of the Members called expressly for that
purpose, all or any lesser number of Managers may be removed at any time, either with or without
cause, by the affirmative vote of a Majority in Interest of all the Members then entitled to vote at any
election of Managers. In case any vacancy so created shall not be filled by the Members at such
meeting, such vacancy may be filled by the Managers as provided in Section 3.6.
3.6 Vacancies. Any vacancy occurring for any reason in the Managers of the Company
may be filled by the affirmative vote of a Majority of Managers, except for a vacancy occurring in
the Managers by reason of an increase in the number of Managers, winch shall be filled by the
affirmative vote of a Majority in Interest of the Members at an annual meeting of Members or at a
special meeting of Members called for that purpose.
3.7 Inspection of Books and Records. Any Manager shall have the right to examine
all books and records of the Company for a purpose reasonably related to such Manager's position as
a Manager.
3.8 Compensation. The compensation of the Managers of the Company shall be fixed
from time to time by an affirmative vote of a Majority in Interest of the Members or by contract
approved by an affirmative vote of a Majority in Interest of the Members, and no Manager shall be
prevented from receiving such salary by reason of the fact that he is also a Member of the Company.
3.9 Committees of the Managers. The Managers, by resolution, may designate from
among the Managers one or more committees, each of which shall be comprised of one or more of
the Managers, and may designate one or more of the Managers as alternate members of any
committee, who may, subject to any limitations imposed by the Managers, replace absent or
disqualified Managers at any meeting of that committee. Any such committee, to the extent
provided in such resolution or in this Agreement, shall have and may exercise all of the authority of
the Managers, subject to any restrictions contained in this Agreement or the Act.
ARTICLE 4 - MEETINGS OF MANAGERS
4.1 Place of Meeting. The Managers of the Company may hold their meetings, both
regular and special, at any place within or without the State of North Carolina.
Page 5

4.2 Notice of Meetings. The first meeting of newly elected Managers shall be held
immediately following the adjournment of the annual meeting of the Members. The Managers may
otherwise meet at such intervals and at such time and place as they shall schedule. The first meeting
of Managers, and any scheduled meetings of the Managers, may be held without notice. Special
meetings of the Managers may be called at any time by no less than one-third of the then serving
Managers for any purpose or purposes. Notice of such special meetings, unless waived by
attendance or by written consent to the holding of the special meeting, shall be given at least five (5)
days before the date of such meeting to all Managers not calling the meeting. Notice of such special
meeting shall state that it shall be held at the principal place of business of the Company, the date
and hour of the special meeting, and its purpose or purposes. Absent the written consent of a
Majority of the Managers to take other action, the business transacted at such special meeting shall
be limited to such purpose or purposes as stated in the notice.
4.3 Action by Managers; Quorum; voting; Action Without a Meeting.
(a) A Majority of the Managers shall be necessary to constitute a quorum for the
transaction of business. Every act or decision done or made by a Majority of the Managers present at
a meeting duly held at which a quorum is present shall be regarded as the act of the Company, unless
a greater number is required by law or by the Articles of Organization.
(b) Managers may participate in any meeting of the Managers by means of conference
telephone or similar communications equipment, provided all persons participating in the meeting
can hear one another, and such participation in a meeting shall constitute presence in person at the
meeting
(c) All votes required of Managers hereunder may be by voice vote unless a written
ballot is requested, which request may be made by any one Manager.
(d) Any action which under any provision of the Act or this Agreement is to be taken at
a meeting of the Managers may be taken without a meeting by written consent signed by all
Managers who would be entitled to vote upon such action at a meeting. Such written consent must
be kept with the records of the Company.
4.4 Adjournment A Majority of the Managers present may adjourn any Managers'
meeting to meet again at a stated day and hour or until the time fixed for the next regular meeting of
the Managers.
ARTICLE 5 — MEMBERS
5.1 Names and Addresses of Member. The names, addresses and Membership
Interests of the Members are as reflected in Schedule I attached hereto and made a part hereof, which
Schedule shall be as amended by the Company as of the effectiveness of any transfer or subsequent
issuance of any Membership Interest.
Page 6

5.2 Admission of Members.
(a) In the case of a Person acquiring a Membership Interest directly from the Company,
the Person shall become a Member with respect to such Membership Interest upon compliance with
the requirements of Article 10 and malting the Capital Contribution specified in Section 8.1.
(b) An assignee of a Membership Interest shall become a Member on compliance with
the requirements of Article 10.
(c) Any Person may become a Member unless such Person lacks capacity or is
otherwise prohibited from being admitted by applicable law.
ARTICLE 6 - MEETINGS OF MEMBERS
6.1 Annual Meetings of Members. An annual meeting of the Members will be held at
such time and date at the principal office of the Company or at such other place within or without the
State of North Carolina as shall be designated by the Managers from time to time and stated in the
notice of the meeting. The purposes of the annual meeting need not be enumerated in the notice of
such meeting.
6.2 Special Meetings of Members. Special meetings of the Members may be called
by the Managers or by the holders of not less than ten percent (10%) of all the Membership Interests.
Business transacted at all special meetings shall be confined to the purpose or purposes stated in the
notice.
63 Notice of Meetings of Members. Written notice stating the place, day and hour of
the meeting and, additionally in the case of special meetings, stating the principal place of business
of the Company as the location and the purpose or purposes for which the meeting is called, shall be
delivered not less than ten (10) nor more than sixty (60) days before the date of the meeting, to each
Member of record entitled to vote at such meeting.
6.4 Record Date. For the purpose of determining Members entitled to notice of or to
vote at any meeting of members or any 4ourmnent thereof, or Members entitled to receive payment
of any distribution, or to make a determination of Members for any other purpose, the date on which
notice of the meeting is mailed or the date on which such distribution is declared, as the case may be,
shall be the record date for such determination of Members. When a determination of Members
entitled to vote at any meeting of Members has been made as provided in this Section, such
determination shall apply to any adjournment thereof.
6.5 Quorum. A Majority in Interest of the Members shall constitute a quorum at all
meetings of the Members, except as otherwise provided by law or this Agreement Once a quorum is
present at the meeting of the Members, the subsequent withdrawal from the meeting of any Member
prior to adjournment or the refusal of any Member to vote shall not affect the presence of a quorum
at the meeting. If, however, such quorum shall not be present at the opening of any meeting of the
Members, the Members entitled to vote at such meeting shall have the power to adjourn the meeting
Page 7

from time to time, without notice other than announcement at the meeting, until the holders of the
requisite amount of Membership Interests shall be present or represented.
6.6 Actions by Members Other than for the Election of Managers. Except for a
matter for which the affirmative vote of the holders of a greater portion of the Membership Interests
entitled to vote is required by law, the Articles of Organization or this Agreement, the act of
Members shall be the affirmative vote of a Majority in Interest of all the Members represented and
voting at the meeting. All actions of the Members provided for herein may be taken by written
consent without a meeting. Any such action which may be taken by the Members without a meeting
shall be effective only if the consents are in writing, set forth the action so taken, and are signed by
all Members eligible to vote on such action. Members may participate in any meeting of the
members by means of a conference telephone or similar communications equipment, provided all
persons participating in the meeting can hear one another, and such participation in a meeting shall
constitute presence in person at the meeting.
6.7 Action by Members to Elect Managers. For purposes of voting on the election of
Managers, Managers shall be elected at any meeting of the Members at which a quorum is present by
a plurality of the Membership Interests represented and voting at the meeting.
6.8 List of Members Entitled to Vote. The Managers shall make, at least ten (10)
days before each meeting of Members, a complete list of the Members entitled to vote at such
meeting, or any adjournment of such meeting, arranged in alphabetical order, with the address of and
the Membership Interest held by each, which list, for a period of ten (10) days prior to such meeting,
shall be kept on file at the registered office of the Company and shall be subject to inspection by any
Member at any time during usual business hours. Such list shall also be produced and kept open at
the time and place of the meeting and shall be subject to inspection of any Member during the whole
time of the meeting. However, failure to comply with the requirements of this Section shall not
affect the validity of any action taken at such meeting.
6.9 Registered Members. The Company shall be entitled to treat the holder of record
of any Membership Interest as the holder in fact of such Membership Interest for all purposes, and
accordingly shall not be bound to recognize any equitable or other claim to or interest in such
Membership Interest on the part of any other person, whether or not it shall have express or other
notice of such claim or interest, except as expressly provided by this Agreement or the laws of North
Carolina.
ARTICLE 7 - LIMITATION OF LIABnXff AND INDEMNIFICATION OF
MANAGERS AND MEMBERS
7.1 Limitation of Liability. No Manager or Member of the Company shall be liable to
the Company or its Members for monetary damages for an act or omission in such person's capacity
as a Manager or a Member, except as provided in the Act for (i) acts or omissions which a Manager
knew at the time of the acts or omissions were clearly in conflict with the interests of the Company,
(ii) any transaction from which a Manager derived an improper personal benefit, or (iii) acts or
omissions occurring prior to the date this provision becomes effective. If the Act is amended to
Page 8

authorize action further eliminating or limiting the liability of Managers and Members, then the
liability of a Manager or Member of the Company shall be eliminated or limited to the fullest extent
permitted by the Act as so amended Any repeal or modification of this section shall not adversely
affect the right or protection of a Manager or Member existing at the time of such repeal or
modification.
7.2 Indemnification. The Company shall indemnify the Managers and Members to the
fullest extent permitted or required by the Act, as amended from time to time, and the Company may
advance expenses incurred by the Manager or Member upon the approval of the Managers and the
receipt by the Company of an undertaking by such Manager or Member to reimburse the Company
unless it shall ultimately be determined that such Manager or Member is entitled to be indemnified
by the Company against such expenses. The Company may also indemnify its employees and other
representatives or agents up to the fullest extent permitted under the Act or other applicable law,
provided that the indemnification in each such situation is first approved by Members owning a
Majority in Interest.
73 Other Rights. The indemnification provided by this Agreement shall (i) be
deemed exclusive of any other rights to which a person seeking indemnification may be entitled
under any statute, agreement, vote of Members or disinterested Managers, or otherwise, both as to
action in official capacities and as to action in another capacity while holding such office; (ii)
continue as to a person who ceases to be a Manager or Member; (iii) inure to the benefit of the
estate, heirs, executors, administrators or other successors of an indemnitee; and (iv) not be deemed
to create any rights for the benefit of any other person or entity.
7.4 Report to Members. The details concerning any action to limit the liability,
indemnity or advance expenses to a Manager, Member or other, taken by the Company shall be
reported in writing to the Members with or before the notice or waiver of notice of the next
Members' meeting or with or before the next submission to Members of a consent to action without a
meeting or, if sooner, separately within ninety (90) days immediately following the date of the
action.
ARTICLE 8 - CONTRIBUTIONS TO CAPITAL AND CAPITAL ACCOUNTS; LOANS
8.1 Capital Contribution; Loans
(a) Upon execution of this Agreement, each Member agrees to contribute cash to the
Company in the amount set forth as the Initial Capital Contribution of such Member on Schedule I
attached hereto.
(b) No Member shall be paid interest on any Capital Contribution to the Company.
(c) Upon approval of the terms thereof by the Managers, any Member may make a loan
to the Company upon commercially reasonable terms. Loans by a Member to the Company shall not
be considered Capital Contributions.
8.2 Capital Accounts.
Page 9

(a) The Company shall maintain a separate capital account (each a "Capital Account")
for each Member pursuant to the principles of this Section 8.2 and Treasury Regulation Section
1.704-1(b)(2)(iv). The Initial Capital Account of each Member shall be the Initial Capital
Contribution of such Member. Such Capital Account shall be increased by (i) the amount of the
subsequent Capital Contributions of such Member to the Company under Section 8.1 and (ii) such
Members allocable share of Company Income and Net Income pursuant to Section 9.1. Such Capital
Account shall be decreased by (i) the amount of cash distributed to the Member by the Company
pursuant to Section 9.2 and (ii) such Members allocable share of Loss and Net Loss pursuant to
Section 9.1.
(b) The provisions of this Section 8.2 and other portions of this Agreement relating to
the proper maintenance of Capital Accounts are designed to comply with the requirements of
Treasury Regulation Section 1.704-1(b). The Members intend that such provisions be interpreted and
applied in a manner consistent with such Treasury Regulations. The Managers are authorized to
modify the manner in which the Capital Accounts are maintained if the Managers determine that
such modification (i) is required or is prudent to comply with the Treasury Regulations and (ii) is not
likely to have a material effect on the amounts distributable to any Member upon the dissolution of
the Company.
&3 Withdrawal or Reduction of Members' Contributions to Capital.
(a) No Member shall have the right to withdraw all or any part of its Capital
Contribution or to receive any return on any portion of its Capital Contribution, except as may be
otherwise specifically provided in this Agreement Under circumstances involving a return of any
Capital Contribution, no Member shall have the right to receive property other than cash.
(b) No Member shall have priority over any other Member, either as to the return of
Capital Contributions or as to Net Income, Net Losses or distributions; provided that this subsection
shall not apply to loans (as distinguished from Capital Contributions) which a Member has made to
the Company.
8.4 Liability of Members. No Member shall be liable for the debts, liabilities or
obligations of the Company beyond his or its respective Initial Capital Contribution and any
Additional Capital Contribution made by such Member pursuant to Section 8.1 above. Except as
otherwise expressly provided herein, no Member shall be required to contribute to the capital of, or
to loan any funds to, the Company.
ARTICLE 9 - ALLOCATIONS, DISTRIBUTIONS, ELECTIONS AND REPORTS
9.1 Allocations. Subject to the provisos below, for purposes of maintaining Capital
Accounts and in determining the rights of the Members among themselves, Net Income, or Net Loss,
if any, for a Fiscal Year or other period, shall be allocated to the Members in proportion to their
respective Membership Interests after giving effect to all Capital Account adjustments attributable to
contributions and distributions of cash and property made during such Fiscal Year; provide
Page 10

however, notwithstanding the provisions of the preceding clause of this Section 9.1, in the event any
Member unexpectedly receives any adjustments, allocations, or distributions described in Treasury
Regulation Sections 1.704-1(bX2)(ii)(dX4), 1.704-1(b)(2)(iiXd)(5), or 1.704-1(b)(2Xii)(dx6), items
of Income shall be specially allocated to such Member (consisting of a pro rata portion of each item
of Company Income, including gross income, for such year) in an amount and manner sufficient to
eliminate such deficit, if any, in such Member's Adjusted Capital Account, as quickly as possible.
The foregoing proviso is intended to constitute a "qualified income offset" within the meaning of
Section 1.704-1(b)(2xii)(d) of the Treasury Regulations and this proviso shall be interpreted
consistently with such Treasury Regulation
9.2 Distributions. The Managers shall distribute Distributable Cash and other property
at such times and in such amounts as they may determine, in their sole discretion. All distributions
of Distributable Cash or other property shall be made to the Members in proportion to their
respective Membership Interests. Except as provided in Section 9.3, all distributions of Distributable
Cash and property shall be made at such time as determined by the Managers.
9.3 Limitation Upon Distributions. No distribution shall be declared and paid if
payment of such distribution would cause the Company to violate any limitation on distributions
provided in the Act.
9.4 Allocations for Tax Purposes. Except as otherwise provided herein, each item of
Income, Net Income, or Net Loss of the Company shall be allocated to the Members in the same
manner as such allocations are made for book purposes pursuant to Section 9.1. In the event of a
transfer of, or other change in, an interest in the Company during a Fiscal Year, each item of taxable
income and loss shall be prorated in accordance with Section 706 of the Code, using any convention
permitted by law and selected by the Managers.
9.5 Tax Status, Elections and Modifications to Allocations.
(a) Notwithstanding any provision contained in this Agreement to the contrary, solely
for federal income tax purposes each of the Members hereby recognizes that the Company will be
subject to all provisions of Subchapter K of the Code; provided however, that the filing of all
required returns thereunder shall not be construed to extend the purposes of the Company or expand
the obligations or liabilities of the Members.
(b) The Managers, in their sole discretion, may cause the Company to elect pursuant to
Section 754 of the Code and the Treasury Regulations to adjust the basis of the Company assets as
provided by Section 743 or 734 of the Code and the Treasury Regulations thereunder. The Company
shall make such elections for Federal income tax purposes as may be determined by the Managers,
acting in their sole and absolute discretion.
(c) The Managers shall prepare and execute any amendments to this Agreement
necessary for the Company to comply with the provisions of Treasury Regulations Sections 1.704-
1(b), 1.704-1(c) and 1.704-2 upon the happening of any of the following events: (i) incurring any
liability which constitutes a "nonrecourse liability" as defined in Treasury Regulation Section 1.704-
2(bx3) or a "partner nonrecourse debt" as defined in Treasury Regulations Section 1.704-2(b)(4); (ii)
Page 11

a constructive termination of the Company pursuant to Code Section 708(b)(1)03); or (iii) the
contribution or distribution of any property, other than cash, to or by the Company.
9.6 Tax Matters Partner. The Managers shall designate a Member serving as a
Manager, or if there is none or if none are eligible to act, any Member, as the "tax matters partner"
for federal income tax purposes. The tax matters partner is authorized and required to represent the
Company in connection with all examinations of the Company's affairs by tax authorities, including
resulting administrative and judicial proceedings, and to expend Company fiords for professional
services and costs associated therewith The tax matters partner shall have the final decision making
authority with respect to all Federal income tax matters involving the Company. The Members agree
to cooperate with the tax matters partner and to do or refrain from doing any or all things reasonably
required by the tax matters partner to conduct such proceedings. Any direct out-of-pocket expense
incurred by the tax matters partner in carrying out his obligations hereunder shall be allocated to and
charged to the Company as an expense of the Company for which the tax matters partner shall be
reimbursed
9.7 Records and Reports. At the expense of the Company, the Managers shall
maintain records and accounts of all operations and expenditures of the Company. The Company
shall keep at its principal place of business the records required by the Act to be maintained there.
9.8 Books of Account.
(a) The Company shall maintain the Company's books and records and shall determine
all items of Income, Loss, Net Income and Net Loss in accordance with the method of accounting
selected by the Managers, consistently applied All of the records and books of account of the
Company, in whatever form maintained, shall at all times be maintained at the principal office of the
Company and shall be open to the inspection and examination of the Members or their
representatives during reasonable business hours. Such right may be exercised through any agent or
employee of a Member designated by it or by an attorney or independent certified public accountant
designated by such Member. Such Member shall bear all expenses incurred in any action made on
behalf of such Member.
(b) All expenses in connection with the keeping of the books and records of the
Company and the preparation of audited or unaudited financial statements required to implement the
provisions of this Agreement or otherwise needed for the conduct of the Company's business shall be
home by the Company as an ordinary expense of its business.
9.9 Company Tax Return and Annual Statement. The Managers shall cause the
Company to file a Federal income tax return and all other tax returns required to be filed by the
Company for each Fiscal Year or part thereof, and shall provide to each person who at any time
during the Fiscal Year was a Member with an annual statement (including a copy of Schedule K-1 to
Internal Revenue Service Form 1065) indicating such Member's share of the Company's income,
loss, gain, expense and other items relevant for Federal income tax purposes. Such annual statement
may be audited or unaudited as required by the Managers.
Page 12

9.10 Bank Accounts. The bank account or accounts of the Company shall be
maintained in the bank approved by the Managers. The terms governing such accounts shall be
determined by the Managers and withdrawals from such bank accounts shall be made only by such
parties as may be approved by the Managers.
ARTICLE 10 - TRANSFERABM1TY OF MEMBERSHIP INTERESTS; ADMISSION
OF MEMBERS
10.1 Transferability of Membership Interest The term "transfer" when used in this
Agreement with respect to a Membership Interest includes a sale, assignment, gift, pledge, exchange
or other disposition. A Member shall not at any time transfer its Membership Interest except in
accordance with the conditions and limitations set out in Section 10.2. Any transferee of a
Membership Interest by any means shall have only the rights, powers and privileges set out in
Section 10.3 or otherwise provided by law and shall not become a Member of the Company except
as provided in Section 10.4.
10Z Restrictions on Transfers of Membership Interests. All or part of a Membership
Interest may be transferred only with the prior written approval of a Majority of the Managers, which
approval may be granted or denied in the sole discretion of the Managers. The Managers may
require the proposed transferee to furnish the Company with an opinion of counsel, satisfactory in
form and substance to such Managers, that neither the offering nor the proposed transfer will violate
any Federal or applicable state securities law and that neither such offering or proposed transfer will
not adversely affect the Company from being taxed as a partnership for Federal income tax purposes.
10.3 Rights of Transferee. Unless and until admitted as a Member of the Company in
accordance with Section 10.4, the transferee of a Membership Interest shall not be entitled to any of
the rights, powers, or privileges of a Member, except that the transferee shall be entitled to receive
the distributions and allocations to which the Member would be entitled but for the transfer of his
Membership Interest.
10.4 Admission of Transferees as Members. A transferee of a Membership Interest
may be admitted as a Member of the Company upon furnishing to the Company all of the following:
(a) The written consent of all the Members;
(b) The acceptance, in a form satisfactory to a Majority of the Managers, of all the
terms and conditions of this Agreement; and
(c) Payment of such reasonable expenses as the Company may incur in connection
with his admission as a Member.
10.5 Admission of New Members. New Members to the Company may only be
admitted with the unanimous consent of the Members, upon compliance with all terms specified by
the Managers and, if requested by the Managers, upon receipt by the Company of an opinion of
counsel, satisfactory in form and substance to a Majority of the Managers, that neither the offering
Page 13

nor the proposed sale of the Membership Interest will violate any Federal or applicable state
securities law and that neither such offering nor sale will adversely affect the Company from being
taxed as a partnership for Federal income tax purposes.
ARTICLE I I - DISSOLUTION AND TERMINATION
11.1 Withdrawal. Except as otherwise provided in this Agreement, no Member shall at
any time retire or withdraw from the Company or withdraw any amount out of his Capital Account.
Any Member retiring or withdrawing in contravention of this Section 11.1 shall indemnify, defend
and hold harmless the Company and all other Members (other than a Member who is, at the time of
such withdrawal, in default under this Agreement) from and against any losses, expenses, judgments,
fines, settlements or damages suffered or incurred by the Company or any such other Member arising
out of or resulting from such retirement or withdrawal.
11.2 Dissolution.
(a) The Company shall be dissolved upon the first of the following to occur:
(i) When the period fared for the duration of the Company in the Articles of
Organization shall expire;
(ii) Upon the election to dissolve the Company by all of the Members;
(iii) The entry of a decree of judicial dissolution or the issuance of a
certificate for administrative dissolution under the Act; or
(iv) Upon the happening of any event of withdrawal (as defined in the Act)
with respect to any Member, unless there is at least one remaining
Member and the business of the Company is continued by the written
consent of the remaining Members holding a Majority in Interest within
ninety (90) days of the action by or affecting the withdrawing Member.
If the remaining Members continue the business of the Company, the
remaining Members who consented to said continuation shall purchase
prorata, based on their respective Membership Interests, unless otherwise
agreed among them, the withdrawing Member's interest for its fair
market value. [Describe determination of FMV, closing procedure
and method of payment]
(b) Upon dissolution of the Company, the business and affairs of the Company shall
terminate and be wound up, and the assets of the Company shall be liquidated under this Article 11.
(c) Dissolution of the Company shall be effective as of the day on which the event
occurs giving rise to the dissolution, but the Company shall not terminate until there has been a
Page 14

winding up of the Companys business and affairs, and the assets of the Company have been
distributed as provided in Section 11.3.
(d) Upon dissolution of the Company, the Managers may cause any part or all of the
assets of the Company to be sold in such manner as the Managers shall determine in an effort to
obtain the best prices for such assets; provided, however, that the Managers may distribute assets of
the Company in land to the Members to the extent practicable.
113 Articles of Dissolution. Upon the dissolution and commencement of the winding
up of the Company, the Managers shall cause Articles of Dissolution to be executed on behalf of the
Company and Sled with the Secretary of State, and a Manager or authorized Member shall execute,
acknowledge and file any and all other instruments necessary or appropriate to reflect the dissolution
of the Company.
11.4 Distribution of Assets Upon Dissolution. In settling accounts after dissolution,
the assets of the Company shall be paid in the following order:
(a) First, to creditors, in the order of priority as provided by law, except those to
Members on account of their Capital Contributions,
(b) Second, an amount equal to the then remaining credit balances in the Capital
Accounts of the Members shall be distributed to the Members in proportion to the amount of such
balances; and
(c) Third, any remainder shall be distributed to the Members of the Company, pro rats,
according to their respective Membership Interests.
11.5 Distributions in Kind . If any assets of the Company are distributed in kind, such
assets shall be distributed to the Members entitled thereto as tenams-in-common in the same
proportions as the Members would have been entitled to cash distributions if such property had been
sold for cash and the net proceeds thereof distributed to the Members. In the event that distributions
in kind are made to the Members upon dissolution and liquidation of the Company, the Capital
Account balances of such Members shall be adjusted to reflect the Members' allocable share of gain
or loss which would have resulted if the distributed property had been sold at its fair market value.
ARTICLE 12 - MISCELLANEOUS PROVISIONS
12.1 Competing Business. Except as otherwise expressly provided in this Agreement
or the Act, neither the Managers nor the Members, nor any of their shareholders, directors, officers,
employees, partners, agents, family members or affiliates, shall be prohibited or restricted in any way
from investing in or conducting, either directly or indirectly, and may invest in and/or conduct, either
directly or indirectly, businesses of any nature whatsoever, including the ownership and operation of
businesses or properties similar to or in the same geographical area as those held by the Company.
Except as otherwise provided in this Agreement or the Act, any investment in or conduct of any such
Page IS

businesses by any such person or entity shall not give rise to any claim for an accounting by any
Member or the Company or any right to claim any interest therein or the profits therefrom.
12.2 Member Representations and Agreements. Notwithstanding anything contained
in this Agreement to the contrary, each Member hereby represents and warrants to the Company, the
Managers and to each other that: (a) the Membership Interest of such Member is acquired for
investment purposes only, for the Member's own account, and not with a view to or in connection
with any distribution, reoffer, resale or other disposition not in compliance with the Securities Act of
1933, as amended, and the rules and regulations thereunder (the "1933 Act") and applicable state
securities laws; (b) such Member, alone or together with the Member's representatives, possesses
such expertise, knowledge and sophistication in financial and business matters generally, and in the
type of transactions in which the Company proposes to engage in particular, that the Member is
capable of evaluating the merits and economic risks of acquiring and holding the Membership
Interest and the Member is able to bear all such economic risks now and in the future; (c) such
Member has had access to all of the information with respect to the Membership Interest acquired by
the Member under this Agreement that the Member deems necessary to make a complete evaluation
thereof and has had the opportunity to question the other Members and the Managers (if any)
concerning such Membership Interest; (d) such Member's decision to acquire the Membership
Interest for investment has been based solely upon the evaluation made by the Member, (e) such
Member is aware that the Member must bear the economic risk of an investment in the Company for
a indefinite period of time because Membership Interests have not been registered under the 1933
Act or under the securities laws of various states and, therefore, cannot be sold unless such
Membership Interests are subsequently registered under the 1933 Act and any applicable state
securities laws or an exemption from registration is available; (f) such Member is aware that only the
Company can take action to register Membership Interests and the Company is under no such
obligation and does not propose to attempt to do so; (g) such Member is aware that this Agreement
provides restrictions on the ability of a member to sell, transfer, assign, mortgage, hypothecate or
otherwise encumber the Member's Membership Interest; (h) such Member agrees that the Member
will truthfully and completely answer all questions, and make all covenants, that the Company or the
Managers may, contemporaneously or hereafter, ask or demand for the purpose of establishing
compliance with the 1933 Act and applicable state securities laws; and (i) if that Member is an
organization, that it is duly organized, validly existing, and in good standing under the laws of its
state of organization and that it has full organizational power and authority to execute and agree to
this Agreement and to perform its obligations hereunder.
12.3 Notice.
(a) All notices, demands or requests provided for or permitted to be given pursuant to
this Agreement must be in writing.
(b) All notices, demands and requests to be sent to any Manager or Member pursuant to
this Agreement shall be deemed to have been properly given or served if addressed to such person at
the address as it appears on the Company records and (i) personally delivered, (ii) deposited for next
day delivery by Federal Express, or other similar overnight courier services, (iii) deposited in the
United States mail, prepaid and registered or certified with return receipt requested, or (iv)
Page 16

transmitted via telecopier or other similar device to the attention of such person with receipt
acknowledged.
(c) All notices, demands and requests so given shall be deemed received (i) when
actually received, if personally delivered, deposited for next day delivery with an overnight courier or
telecopied, or (ii) as indicated upon the return receipt if deposited in the United States mail.
(d) The Managers and Members shall have the right from time to time, and at any time
during the term of this Agreement, to change their respective addresses by delivering to the other
parties written notice of such change in the manner prescribed in Section 12.3(b).
(e) All distributions to any Member shall be made at the address at which notices are
sent unless otherwise specified in writing by any such Member.
12.4 No Action. No Member shall have any right to maintain any action for partition
with respect to the property of the Company.
12.5 Amendments. This Agreement or the Articles of Organization may only be
amended or modified by a writing executed and delivered by each of the Members.
12.6 Power of Attorney. Each Member hereby makes, constitutes and appoints each
elected Manager as may be serving from time to time, severally, with full power of substitution, as
the Members true and lawful attorney -in -fact, for such Member and in such Member's dame, place
and stead and for the Member's use and benefit to sign and acknowledge, file and record, any
amendments hereto among the Members and for the further purpose of executing and filing on
behalf of each Member, any documents necessary to constitute the continuation of the Company, the
admission or withdrawal of a Member, the qualification of the Company in a foreign jurisdiction (or
amendment to such qualification), the admission of substitute Members or the dissolution or
termination of the Company, provided such continuation, admission, withdrawal, qualification, or
dissolution and termination are in accordance with the terms of this Agreement.
The foregoing power of attorney is a special power of attorney coupled with an interest, is
irrevocable and shall survive the death or legal incapacity of each Member. It may be exercised by
any one of said attorneys by listing all of the Members executing any instrument over the signature of
the attomey-in-fact acting for all of them. The power of attorney shall survive the delivery of an
assignment by a Member of the whole or any portion of his Membership Interest In those cases in
which the assignee of, or the successor to, a Member owning a Membership Interest has been
approved by the Members for admission to the Company as a substitute Member, the power of
attorney shall survive for the sole purpose of enabling the Managers to execute, acknowledge and file
any instrument unent necessary to effect such substitution.
This power of attorney shall not be affected by the subsequent incapacity or mental incompetence
of any Member.
12.7 Governing Law; Arbitration. This Agreement is made in Brunswick County,
North Carolina and the rights and obligations of the Members hereunder shall be interpreted,
Page 17

construed and enforced in accordance with the laws of the State of North Carolina Any dispute
arising out of or in connection with this Agreement or the breach thereof shall be decided by
arbitration to be conducted in North Carolina in accordance with the then prevailing commercial
arbitration Hiles of the American Arbitration Association, and judgment thereof may be entered in
any court having jurisdiction thereof.
12.8 Entire Agreement This Agreement, including all schedules to this Agreement, as
amended from time to time in accordance with the terms of this Agreement, contains the entire
agreement among the parties relative to the subject matters hereof.
12.9 Waiver. No consent or waiver, express or implied, by any Member to or for any
breach or default by any other Member in the performance by such other Member of his or its
obligations under this Agreement shall be deemed or construed to be a consent or waiver to or of any
other breach or default in the performance by such other Member of the same or any other
obligations of such other Member under this Agreement Failure on the part of any Member to
complain of any act or failure to act of any of the other Members or to declare any of the other
Members in default, regardless of how long such failure continues, shall not constitute a waiver by
such Member of his or its rights hereunder.
12.10 Severabi►ity. If any provision of this Agreement or the application thereof to any
person or circumstance shall be invalid or unenforceable to any extent, the remainder of this
Agreement and the application of such provisions to other persons or circumstances shall not be
affected thereby, and the intent of this Agreement shall be enforced to the greatest extent permitted
by law.
12.11 Binding Agreement Subject to the restrictions on transferability set forth in this
Agreement, this Agreement shall inure to the benefit of and be binding upon the undersigned
Members and their respective legal representatives, successors and assigns.
12.12 Tense and Gender. Unless the context clearly indicates otherwise, the singular
shall include the plural and vice versa. Whenever the masculine, feminine or neuter gender is used
inappropriately in this Agreement, this Agreement shall be read as if the appropriate gender was
used
12.13 Captions. Captions are included solely for convenience of reference and if there is
any conflict between captions and the text of this Agreement, the text shall control.
12.14 Benefits of Agreement Nothing in this Agreement, expressed or implied, is
intended or shall be construed to give to any creditor of the Company or any creditor of any Member
or any other person or entity whatsoever, other than the Members and the Company, any legal or
equitable right, remedy or claim under or in respect of this Agreement or any covenant, condition or
provisions herein contained, and such provisions are and shall be held to be for the sole and
exclusive benefit of the Members and the Company.
12.15 Counterparts. This Agreement may be executed in multiple counterparts, each of
which shall be deemed an original for all purposes and all of which when taken together shall
Page 18

I
2.
3.
13
Name and Address
of Members
Patrick Ballantine
6008 Forest Creek Circle
Wilmington, NC 28403
Stuart Cooke
1 Causeway Drive
Ocean Isle Beach, NC 28469
Jeff Milliken
5701 Simmons Road
Ash, NC 28420
Jim Myers, III
P.O. Box 240351
Charlotte, NC 28224
SCHEDULEI
Initial Capital
Contribution ($) Membership Interest (%)
$250.00 25%
$250.00 25%
$250.00 25%
$250.00 25%
TOTALS $1000.00 100%
Page 20

NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC.
October 19, 2009
Ms. Mary Jean Naugle
NC DENR
Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Calabash Town Center
State Stormwater Permit Name/Ownership Change Form
NKT Project No. 07128
Dear Ms. Naugle:
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S.Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
Attached is the revised State Stormwater Permit Name/Ownership Change Form as per
your request. Also enclosed are copies of the original Operating Agreement of Shallotte
Partners, the Transfer, Assignment, and Consent documents for the 'purchase' of
Shallotte Partners by Integrated Properties, LLC which owned by Jim and Dave Myers —
50% each.
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.
oseph K. Bland, Project Manager
JKB/neh
07128 10-19-09 s-sw ownership Itr
cc: Mr. Jim Myers / Shallotte Partners
l
<,?OOY
902 Market Street • Wilmington, NC 28401-4733 • Phone: [phone] • Fax: [phone]

0- Ae-uj,0
From:" Naugle, Mary
Sent: Thursday, October 01, 2009 9:35 AM
To: 'Phil Norris" 'Nancy Howell'
Subject: RE: SW8 080622 Calabash Town Center - Additional Information Request for
Name/Ownership Change
Attachments: 080622 calabash town center ANRC-AnnualReportLLC_C200819900170[1].pdf; 080622
calabash town center ANRC-AnnualReportLLC_C200712401265[1 ].pdf; 080622 calabash
town center RESR-ApplicationtoReserveaCorporateName C200506600161[1].pdf; 080622
calabash town center LLCD-ArticlesofOrganizationLimitedLiability_C200600600168[l].pdf
Nancy,
It appears that the permittee needs to be James B. Myers III and Shallotte Partners, LLC and Integrated Partners, LLC.
The applicant's name must appear on the NC SOS as a member/manager for the legal entity that is on the permit.
Shallotte Partners lists the member/manager as Integrated Partners on NC SOS. Mr. Myers is a member/manager for
the Integrated. Only Stuart Cooke is on the NC SOS for Shallotte.
Y �\)"0
Please fill out the forms this way and have them sign in the appropriate spaces.
Stuart Cooke as current permittee, Shallotte Partners
James B. Myers as new permittee, Integrated Partners and Shallotte Partners. C e.L�
We can talk when you get this.
Mary Jean Naugle
NC DENR Express Permitting
NC Division of Water Quality
127Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
910-796-7303
910-350-2004 fax
mart'. [e-mail] v
l Ll�(a2M�=
A aVr_sv
mqee)5 �
3��0
Please note: E-mail correspondence to and from this address may be subject to the North Carolina Public Records
Law and may be disclosed to third parties.
From: Phil Norris [mailto:[e-mail]]
Sent: Tuesday, September 29, 2009 2:06 PM
To: Naugle, Mary
Cc: 'Jody Bland; 'Amy'
Subject: RE: SW8 080622 Calabash Town Center - Additional Information Request for Name/Ownership Change
Ms. Naugle,
In response to your request for change to the ownership/signatures for Shallotte Partners, LLC for the Calabash Town
Center, based on the attached information from the NCSOS website and in conversation with the owners of Shallotte
Partners, LLC, the following should explain the ownership:
Shallotte Partners, LLC is the owner of the property and the responsible party for the Calabash Town Center project.
Shallotte Partners, LLC is managed by Integrated Properties, LLC. n �C t I h4 I',A-0],�)� --� to'`�C)9

Integrated Properties, LLC has two member/managers: James B. Myers, III and David L. Myers. Both gentlemen have the
authority to manage the LLC.
It should be noted that James B. Myers, III was an original member/manger of Shallotte Partners, LLC. He bought out
the other members and place Shallotte Partners, LLC under the management of Integrated Properties, LLC.
Therefore, the change of ownership forms currently submitted are correct as Shallotte Partners, LLC has not been
dissolved and is the owner.
Should you have any questions, please call me at 910-287-5900.
Thank you,
Nancy
Nancy E. Howell
Brunswick Office Manager
nhowellPnktene.com
910-287-5900
Norris, Kuske & Tunstall
Consulting Engineers, Inc.
1429 Ash Little River Road
Ash, NC 28420
From: Naugle, Mary [mailto:[e-mail]]
Sent: Tuesday, September 29, 2009 1:21 PM
To: Jody Bland
Cc: [e-mail]; Engineers, Amy Norris / Norris, Kuske & Tunstall
Subject: RE: SW8 080622 Calabash Town Center - Additional Information Request for Name/Ownership Change
If there is no construction, then no PE cert is needed.
We do need the correct signatures and titles of legal entities to proceed with name/ownership transfer.
Mary Jean Naugle
NCDENR Express permifting
NC Division of Water Quality
127Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
910-796-7303
910-350-2004 fox
[e-mail]
Please note: E-mail correspondence to and from this address may be subject to the North Carolina Public Records
Law and may be disclosed to third parties.
From: Jody Bland [mailto:[e-mail]]
Sent: Tuesday, September 29, 2009 1:14 PM
To: Naugle, Mary
Subject: RE: SW8 080622 Calabash Town Center - Additional Information Request for Name/Ownership Change

AIIW M,d 41 rl 11111 y
r. r .rt,1 119
1 r 4'
�1 �y
o: _

No construction has began to date
They are currently finalizing their financing and plan to begin construction sometime in February or March.
Thanks,
Jody Bland
\ORRIS. KUSKE �INCRSTALL
CONSULTINGN ENGINEERS. INC
Wilmington Office - 910-343-9653
Brunswick Office - 910-287-5900
Mobile - 910-512-8148
From: Naugle, Mary [mailto:[e-mail]]
Sent: Tuesday, September 29, 2009 1:04 PM
To: Jody Bland
Subject: RE: SW8 080622 Calabash Town Center - Additional Information Request for Name/Ownership Change
Is there any bua on the ground ?
Are they roads in yet ?
Ponds?
Bua ?
Thankyoul
Mary Jean Naugle
NC DENR Express Permitting
NC Division of Water Qualify
1276ardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
910-796-7303
910-350-2004 fax
marynaugle @ncdenr. go v
Please note: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law
and may be disclosed to third parties.
From: Jody Bland [mailto:jbland�nkteng.com]
Sent: Tuesday, September 29, 2009 11:18 AM
To: Naugle, Mary
Subject: Read: SW8 080622 Calabash Town Center - Additional Information Request for Name/Ownership Change
Your message was read on Tuesday, September 29, 2009 11:17:40 AM (GMT-05:00) Eastern Time (US & Canada).

KIM
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
September 29, 2009
Stuart Cooke, Member -Manager
Shallotte Partners, LLC
1 Causeway Drive
Ocean Isle Beach, NC 28469
Division of Water Quality
Colleen H. Sullins
Director
Subject: REQUEST FOR DESIGNER'S CERTIFICATION
Stormwater Project No. SW8 080622
Calabash Town Center
Brunswick County
Dear Mr. Cooke:
Dee Freeman
Secretary
On September 18, 2008, the Division of Water Quality issued a Stormwater Management Permit to
you for the subject project. Per the terms and conditions of the permit, and Stormwater Regulation 15A
NCAC 2H.10080), which stipulates the following:
"Upon completion of construction, the designer for the type of Stormwater system installed
must certify that the system was inspected during construction, was constructed in
substantial conformity with plans and specifications approved by the Division and complies
with the requirements of this Section prior to issuance of the certificate of occupancy."
As of this date, our records indicate the required designer's certification has not been received.
Operation of the stormwater system prior to submission of the required certification is a violation of NCAC
2H.10080) in accordance with NCGS 143-215.6. Construction is considered complete at the time the
project is occupied by an owner or tenant for its intended use. Please submit the required certification by
October 15, 2009. Failure to submit the certification is considered a violation of the permit, and is subject to
enforcement action, per NCGS 143-215.6A.
The Division received a request for transfer of ownership on August 20, 2009. The following is
required to proceed with the transfer of ownership:
1. PE certification.
2. Notarized Signature of the 'current' permittee's certification on page 2 of the transfer of ownership
form. Mr. Myers signed it.
3. Notarized Signature of the 'new' applicants certification on page 2 of the request form. It was left
blank and Mr. Meyers signed the 'current' space.
.4. List the name of the new permittee on the transfer request form. If the new owner is a legal entity,
then the business must be registered with the North Carolina Secretary of State and the person
who signs the permit request must be listed as a manager or member -manager. If there is no legal
entity, then the 'new' applicant should sign as 'Owner'.
5. Permit compliance is required before transfer of ownership will be made. Please provide the PE
certification so that the Division's site inspection can be completed to verify the designer's
certification.
The transfer of ownership can proceed after receipt of the above listed items. If you have any
questions concerning this matter, please call me at [phone].
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 North CarOhna
Internet: www.ncwaterquality.org Naturally
l y
An Equal Opportunity lAffrmative Action Employer (/yli {4 L,fG((

(`Sincerely,
Mary Je N ugle
GDS/mjn: S:\WQS\STORMWATER\PEREQ\080622 PE req sep09
cc: John Phillip Norris, PE, 910-343-9653, fax: 9604
Brunswick County Inspections
Jeff Phillips, Brunswick County Engineer
Wilmington Regional Offices, Central Files, M.J. Naugle
James B. Meyers, III,
New Applicant
Managing Member
P.O. Box 240038
Charlotte, NC 28224
[phone]
Page 2 of 2

�l
Naugle, Mary
From: Naugle, Mary
Sent: Tuesday, September 29, 2009 11:11 AM
To: Engineers, Amy Norris / Norris, Kuske & Tunstall; [e-mail]; [e-mail]
Subject: SW8 080622 Calabash Town Center - Additional Information Request for Name/Ownership
Change
Attachments: 080622 pe req sep09.doc
Phil;
Please provide the PE cert and the correct signatures for the Name/Ownership Change that was submitted on August
20, 2009.
Based on NC SOS listings, it appears that the new permittee is Integrated Partners, LLC, since James B. Myers, III is on
that articles of organization, but I don't know since the last listing for Shallotte Partners, LLC is signed by Integrated
Partners, LLC and David L. Myers.
If the project is not finished, please submit a partial PE certification with status described if there is any BUA on the
ground.
The attached has been sent to the permittee.
Thank you,
Mary Jean Naugle
NC DENR Express Permitting
NCDivision of Water Quality
127Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
910-796-7303
910-350-2004 fax
mars. nauale @ncdenr. ao v
Please note: E-mail correspondence to and from this address may be subject to the North Carolina Public Records
Law and may be disclosed to third parties.

NORRIS, KUSKE & TUNSTALL J. Phillip Norris, P.E. John S. Tunstall, P.E.
John A. Kuske, III, P.E. James T. Pyrtle, 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:
Ms. Jo Casmer
Date: August 19, 2009 -11
Job No. 07128
NC DENR / Div of Wtr Qlty / Wtr Quality Section
subject: 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
1
08-18-09
State Stowmwater Permit Name/Ownership Change Form
4&0 r
01p `o
0
®
❑
FOR YOUR INFORMATION ❑ FOR REVIEW AND COMMENT ❑ FOR APPROVAL
FOR YOUR USE ❑ FOR BIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS: Please note that there will a modification submitted shortly for this project which will include revised deed
restrictions and Operation and Maintenance agreements for all three ponds.
CC:
SIGNED ose h K. Bland, Projecf Manager / neh
t
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.

C00ao7101.2e8
SOSID:0504755
Date Filed: 4/16/2009 9:26:00 AM
LIMITED LIABILITY COMPANY (LLC) Elaine F. Marshall
ANNUAL REPORT North Carolina Secretary of State
c200907101288
I
NAME OF LIMITED LIABILITYCOMPANY: INTEGRATED PROPERTIES. LLC
STATE OF FORMATION: NC FISCAL YEAR ENDING: 12 / 31 / 08
MONTH/DAYNEAR
SECRETARY OF STATE L.L.C. ID NUMBER:_ 0504755
It this Is 0e first annual report filing, YOU MUST COMPLETE THE ENTIRE FORM. If your
LLC's Information has not changed since the previous report, please check the box
and complete line 7.
1. REGISTERED AGENT & REGISTERED OFFICE STREET ADDRESS - INCLUDE COUNTY: Must be a North Carolina address!
Name:
Address:
2. REGISTERED OFFICE MAILING ADDRESS IF DIFFERENT FROM THE STREET ADDRESS
3. IF THE REGISTERED AGENT CHANGED, THE NEW AGENT MUST SIGN:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. ENTER PRINCIPAL OFFICE ADDRESS AND TELEPHONE NUMBER HERE:
Address. _
Telephone Number, including area code
5. BRIEFLY DESCRIBE THE NATURE OF BUSINESS:
6. ENTER NAME, TITLE, AND BUSINESS ADDRESS OF MANAGER(SYMEMBER(S) OR IF THE LLC HAS NEVER HAD MEMBERS, ITS ORGANIZERS: (ATTACH
ADDITIONAL PAGES IF NECESSARY) NAME- DAU /d ` /i Ysr-N BUSINESSAOORESS- a L. > 0)e ZY_ m ss /
t�hPi Me>`L6eK .4�94ied BAR c-#jhr Zd2 Z
NAME- BUSINESS ADDRESS-
NAME- BUSINESS ADDRESS-
7. CERTIFICATION OF ANN EPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES.
3
FORM MUST BE SIGNED BY A MANAOERIM R TE
/(& G /ti tern-s MANAGERIMEMBER
TYPE OR PRINT NAME TITLE
ANNUAL REPORT FEE: $20g MAIL TO: Secretary of State • Corporations Division • Post Office BOX 29525 • Raleigh, NC 27626.0525
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