SW8080622_HISTORICAL FILE_20120126

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 Q 1� U�,o 22-
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
C7 HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2U\2U\ 1ls
YYYYMMDD

NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
January 26, 2012
James B. Myers, III, Managing Member
Integrated Properties, LLC, Member/Manager
Shallotte Partners, LLC
P.O. Box 240351
Charlotte, NC 28225
Dee Freeman
Secretary
Subject: State Stormwater Management Permit No. SW8 080622 Modification
Calabash Town Center
High Density Commercial Wet Pond Project
Brunswick County
Dear Mr. Myers:
The Wilmington Regional Office received a complete, modified State Stormwater
Management Permit Application for Calabash Town Center on January 19, 2012. 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 MOD dated January
26, 2012, for the construction, operation, and maintenance of the BMP's and built -upon
area associated with this 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 conditions listed in this permit regarding the Operation and
Maintenance of the BMP(s), recordation of deed restrictions, procedures for changes of
ownership, transferring the permit, and renewing the permit. Failure to establish an
adequate system for operation and maintenance of the stormwater management
system, to record deed restrictions, to transfer the permit, or to renew the permit, will
result in future compliance problems.
The modifications in this permit include raising the permanent pool elevation in ponds 1
& 2 by 0.5 feet, and delineating the wetlands on the plans. The calculations reflect an
adjustment of the DENR orifice elevation and the top of the box elevation to provide the
required storage volume for each pond and to protect the wetlands. Please replace the
old approved plan sheets with the new approved plan sheets attached.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing by filing a written petition with the
Office of Administrative Hearings (OAH). The written petition must conform to Chapter
150B of the North Carolina General Statutes, and must be filed with the OAH within
thirty (30) days of receipt of this permit. You should contact the OAH with all questions
regarding the filing fee (if a filing fee is required) and/or the details of the filing process
at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-
3000, or visit their website at www.NCOAH.com. Unless such demands are made this
permit shall be final and binding.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] DENR Assistance: 1-877-623-6748 NorthiCarolina
Internet: v .ncwaterquality,org Naturally
oo An Enual OonuniN l Affirmative Action Emolover { ((UU

If you have any questions, or need additional information concerning this matter, please
contact Steve Pusey at [phone].
Sincerely,
�� Charles Wakild, P.E., Director
Division of Water Quality
GDS/sgp: S:\WQS\Stormwater\Permits & Projects\2008\080622 HD\2012 01 permit 080622
cc: John Phillip Norris - Norris & Tunstall Consulting Engineers, P.C.
Brunswick County Inspections
Brunswick County Engineering
Wilmington Regional Office Stormwater File
PaEe 2 of 2

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
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
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:
C.
d.
e.
f.
9•
h.
i.
j
k.
I.
M.
n.
o.
P.
9
r.
Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
Total Impervious Surfaces,ft2:
Buildings, ft2:
Streets, ft2:
Parking, ft2:
Sidewalks, fe:
Other onsite, ft2:
Future, fe:
Tract 1, ft2:
Tract 2
Tract 3
Tract 4
Tract 5
Average Pond Design Depth, feet:
TSS removal efficiency:
Design Storm:
Permanent Pool Elevation, FMSL:
Surface Area at Permanent Pool, ft2:
Permitted Storage Volume, ff:
Storage Elevation, FMSL:
Predevelopment 1 year 24 hour, cfs:
Post development 1 year 24 hour, cfs:
Controlling Orifice:
Permanent Pool Volume, ff
Forebay Volume, ff:
Maximum Fountain Horsepower:
Receiving Stream / River Basin:
Stream Index Number:
Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
Pond 1 Pond 2 Pond 3
12.27
10.30
6.33
534,524
448,873
275,679
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
3.5
4.0
3.5
90%
90%
90%
1.5"
1.5"
1.5"
46.0
46.0
45.5
35,589
35,212
18,580
41,097
40,178
21,266
47.10
47.10
46.5
0.519
0.436
0.268
0.220
0.200
0.090
3.75"0 pipe
3.50"0 pipe
2.50"0 pipe
129,506
134,494
62,299
27,140
27,460
11,997
112 HP
1/2 HP
1/4 HP
UT Calabash
River /
Lumber
15-25-13
"SA;HQW"
(>1/2
mile from)
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.
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.
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.
4. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
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.
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 or
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.
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.
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.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall 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 26th day of January, 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 080622
Page 7 of 9

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal S - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt 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):
Clariday and Georgetown Roads
City:Calabash County:Bmnswick Zip:08467
3. Directions to project (from nearest major intersection):
Project resides at the NW comer of NC 179 Business (Old Georgetown Road) and SR 1164 (Clariday Road)
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)Seotember 18, 2008 , and the status
of construction: ®Not Started ❑Partially Completed' El 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-101 Version 07July2009
R_F_Ch;JV 1J
DEC 01 2.011
Page 1 of 6

IIII. 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 theyroiect):
Applicant/Organization:Shallotte Partners LLC
Signing Official & Titlejames 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:
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 developer. (This is the
person who owns the property that the project is located on):
Property Owner/1
Signing Official &
b. Contact information for person listed in item 2a above:
Street Address:
Mailing Address (if
Phone:
State:
Fax:
Zip:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project: i b j_�� =11VED
Other Contact Person/Organization: _
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing Address:
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 07Ju1y2009 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater Ponds at 90% TSS
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.Identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ® Ph I1- 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 structures, the area
between the banks of streams and rivers, the area below the Normal Higgh� Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MU 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
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area _
Receiving Stream Name
UT of Calabash
River*
UT of Calabash
River*
UT of Calabash
River*
* Project resides
outside of 1 2
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
67.72
56.00
Impervious- Surface Area
Drainage Area 1
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
187830
1 119,073
48,111
Existing BUA*** (so
0
0
0
Total (sf):
335527
301,281
154,403
* Stream Class and Index Number can be determined at: http.Ilh2o.enr.state.nc
*' Impervious area is defined as the built upon area including, but not limited to,
sidewalks, gravel areas, etc.
Form SWU-101 Version 07July2009 Page 3 of

***Report only that amount of existing BLIA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new B UA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DWQ Central 0Jrice 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.enr.state.nc.us/SU/bmp forms.htin.
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 h!W://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 hgp://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 http:/ /h2o.enr.state.nc.us/`su/bmp forms.htm.
Initials
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 Forms) (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
hgp://www.envhelp.org/pages/onestol2express.html 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'/2 mile of the site boundary, include the
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. i V�1,
f. Scale.
g. Revision number and dates. pEC U 1 2011
h. Identify all surface waters on the plans by delineating the normal pool elevation o
impounded structures, the banks of streams and rivers, the MHW or NHW lin¢ of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines. T --�_
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
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.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
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.
Form SWU-101 Version 07Jul 2009 Page 4 of 6

a
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
Copy of any applicable soils report with the associated SHWT elevations (Please identify _
elevations in addition to depths) as well as a map of the boring locations with the existing
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 verifij the SHWC prior
to submittal, [phone].)
A copy of the most current property deed. Deed book: 2468 Page No:1148 _
For corporations and limited liability corporations (LLC): Provide documentation from the NC _
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 NC
Secretary of State, otherwise the application will be returned.
htU2://www.secretaly.state.nc.us/Corporations/CSearch.asRx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
httl2://h2o.enr.state.nc.us/su/­bml2 forms htm#deed 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 Engineer:i Phillip Norris P.E.
Consulting Firm: Norris Kuske & Tunstall Consulting Engineers Inc
Mailing Address:1429 Ash -Little River Road
City:Ash
Phone: [phone]
Email:[e-mail]
State:NC Zip:28420
Fax: (910 ) 287-5902
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. j�EC L1NL l3"
DEC 011
PY: Form SWU-101 Version 07July2009 Page 5 of

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.
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
I, (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 protectiYevvenants will be recorded, and that the proposed project complies with the requirements of the
applicable s wat/e/ffp'L���1ulee/ss nde�r 1155A NCAC 2H .1000, SL 2006-246 (Ph. II -Post Construction)orSL 2008-211.
I, xatI4 L U a NotaryPublic for the State of 4'4 County of
r��Gt4l5l�i�C fC , do hereby certify that M Yr personally appeared
before me this .79 day of W0✓2i'1t be(- Aoll , and acknowledge the due ecution of the application for
a stormwater permit. Witness my hand and official seal, Y/2 c n� ! t uJ 2L
SEAL
My commission expires o9-a3-i.2
DEC 01. 2011
BY:
Form SWU-101 Version 07Ju1y2009 Page 6 of 6

NORRIS & TUNSTALL
CONSULTING ENGINEERS. P.C.
Brunswick Office: 1429 Ash -Little River Road, Ash NC 28420
J. Phillip Norris, P.E.
John S. Tunstall, P.E.'
910-287-5900 (office) 910-287-5902 (fax)
LETTER OF TRANSMITTAL
To:
Mr. Steve Pusey
Date: January 18, 2012
Job No. 10117E
NC DENR/Div of Wtr Qlty/Water 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
2
Sheet C1 and Sheet Cl-A
I
I 1 0 ant
®
❑
AS REQUESTED ❑ FOR REVIEW AND COMMENT ❑ FOR APPROVAL
FOR YOUR USE ❑ FOR BIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS:
CC:
11
SIGNED oseph K. Bland / neh
CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privileged and confidential, intended for the sole use of the
addressee. If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination,
distribution or copying of this document is strictly prohibited. If you have received this document in error please immediately notify the sender and
return to the address above.

1127 Floral Parkway
Suite 400
Wilmington, NC 28403
[phone]
[phone] Fax
John S. Tunstall, PE
January 13, 2012
Norris & Tunstall
Consulting Engineers, P.C.
Mr. Steve Pusey
NC DENR
Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Calabash Town Center
Calabash, NC
NT Project No. 10117B
Dear Mr. Pusey:
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
Per our telephone conversation yesterday, we have updated the Pond# 1 wet detention
basin spreadsheet and we have updated sheets C1, C1A, C2, and C2A to reflect the
new wetland line that reflects the onsite wetlands which will be preserved.
Please contact us if you have any additional questions or comments. Thank you for
your assistance on this project.
Sincerely,
NORRIS 8t TUNSTALL
CONSULTING ENGINEERS, P.C.
/i //
Cj'Joseph K. Bland
JKBlneh
101178 01-13-12 s-sw rsp Ilr
a�-E,CEI N E LL
JAN 17 2012
BY:_:====
NCBELS License C-3641

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NORRIS, KUSKE TUNSTALL
CONSULTING ENGINEERS, INC.
1/13/2012
WET DETENTION BASIN CALCULATIONS
ect Name: Calabash Town Center NKT No: 07128
tact Person: John Phillip Norris, PE Phone: [phone]
projects with multiple basins, specify which basin this worksheet applies to: DA # 1
Description
Qty Units
Notes:
1-year,24-hour rain event
3.62 inches
from NOAA & project location
Drainage Area, DA =
12.271 ac
total to pond
Pre-existing Impervious Area =
0.600 ac
Pre-existing Overall % Impervious, Ipre =
0.00 %
Proposed Impervious Area =
7.703 ac
total BUA to pond
Post Development Pervious Area =
4.57 ac
total proposed impervious to pond
Post Deveoplment Overall % Impervious, It =
62.77 %
Volume
Within 0.5 mile & drain to SA waters?
In USE FIRST 1.5 INCH
Design Rainfall Depth, D =
1.50 in
Pre Devolpoment Runoff Volume factor, Rvpre =
0.05 intiin
Rvpr, = 0.05 + 0.009'Ipr,
Pre -Development Runoff Volume, Vpre
3,341
Vpr, = D/12 x Rvpre x DA'43560
Post Devolpoment Runoff Volume factor, Rvpe,t =
0.61 infin
Rv.., = 0.05 + 0.009'Ipesr
Post Development Runoff Volume, Vp,n=
41,088
Vpw = D/12 x Rvpe,r x DA'43560
Required Storage Volume =
41,088 ft3
Post Dev. @ 1.5 inch Rainfall Depth
Permanent Pool Elevation
46.00
ft
Permanent Pool surface area
35,589
sf
State Temporary Pool Elevation
47.10
ft
State Temporary Pool Surface Area
39,133
sf
Provided Storage Volume =
F 41,097 ft3
OKI
C value pre -developed
C value post -developed
Tc = Time of Concentration
Depth @ Tc & 1-yr = d
IIntensity Peak, 1 YR= I
Pre -development runoff rate (rational method)
Post -development runoff rate (rational method)
0.20
0.65
15 min
0.99 inches
9.82 cis Qp a Cpr, x I x DA
31.59 cfs Qpe,r=Cpe,, x I x DA
H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\Pond Calcs\07128 DWQ POND#1 SIMPLE VOLUME 1-13-
11

NORRIS, KUSKE TUNSTALL
CONSULTING ENGINEERS, INC.
1/13/2012
Pond Volume (Above Normal Pool)
Area of Top of Pond
•40,342 sf
Area of State Stg Elevation
:39,133 sf
Area of Top of Vag Shelf Elevation
:35,589 sf
Area of Normal Pool
:35,589 sf
Top of Pond Elevation
48 It
State Stg Elevation
47.1 It
Top of Vag Shelf Elevation
46.00 ft
Normal Pool Elevation
46.00 ft
Volume of Top of Pond to Normal Pool Elevation 76,861 ft3
Pond Volume (Excluding Forebay)
of Normal Pool Elevation
26,325 sf
of Bottom of Vag Shelf Elevation
20,478 sf
of Sediment Removal Elevation
12491 sf
al Pool Elevation
46.00 ft
m of Vag Shelf Elevation
45.50 If
nent Removal Elevation
40 It
ne of Normal Pool Elevation to Sediement Removal Elevation 102,366 ft3
Forebay #1 Volume (Excluding Main Pond)
Area of Normal Pool Elevation 9,264 sf
Area of Sediment Removal Elevation .4,306 sf
Normal Pool Elevation 46.60 ft
Sediment Removal Elevation 42 ft
Forebay Volume - Normal Pool Elevation to Sediment Removal Elevation 27,140 ft3
Percent Forebay Volume: 21.0% (18 - 22% Required) OI
H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\Pond Cabs\07128 DWQ POND#1 SIMPLE VOLUME 1-13-
11

NORRIS, KUSKE TUNSTALL
CONSULTING ENGINEERS, INC.
1/13/2012
Average Depth & Required Surface Area
Permanent Pool Area
35,589
sf
Permanent Volume
9,506
E
cf
Average Depth
3.64
It D = V/A
Average Depth, Davg =
3.64 it
Rounded Avg Depth =
3.50 it
SA/DA # from "Green Sheer' of Interpolated values for Coastal Region
SA/DA at 63% Impervious w/
4.00 ft avg depth = 6.30 90% TSS removal, no filter strip
Required Surface Area =
33,675
sf
Provided Surface Area =
35,589
sf OKI
Avg. Head = 0.37 ft
Drawdown Time =
2 days
Internal Diameter =
0.32 ft
Internal Diameter =
3.87 in
Drawdown Time =
5 days
Internal Diameter =
0.20 ft
Internal Diameter =
2.45 in
Avg Internal Diameter =
3.16 in
Design Orifice Diameter =
3.75 in
Design Drawdown rate
0.1 cfs
Design Drawdown time
I 2.12 da s
one third of flood stage
172,800 s
432,000 s
AIN
H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\Pond Calcs\07128 DWO POND#1 SIMPLE VOLUME 1-13-
11

Com lete/n�ess Review Checklist
Project Name:A41� t \� l �nSI Received Date:
Project Location: Q t`�L Accepted Date:
Rule(s) �2008 Coastal 1995 Coastal Phase II (WiRO) Universal �1988 Coastal
Type of Permit: New or Mod or PR Existing Permit # (Mod or PR): EJ PE Cert on File?
Density: HD or LD I Type: Commercial or Residential I r,NCG:
Stream Class:
A
to SW8
Paperwork _-
13Supplement(s) (1 original per BMP) BMP Type(s): \lpNQS
00"&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
ication with correct/original signatures
or LLC: Sig. Auth. per SoS or letter
(within 6mo)
"Soils Report with SHWT 7 Ta1y, 1V C �,I TH\N\GS
Oalculations (signed/sealed) (", ' °� TO R \v
� Tit--y (�zE QaTP�`
FiNo obvious errors U
Density includes common areas, etc
Restrictions, if subdivided: f\elcl wt ��
Note to Reviewer:
'CMQ,�Pd �G,vwz� \\/d.1' ^��(dB �1�4ac�S u(1PI,ca-k�)
NO fie' ��ds caw Knn�t( �Jktiv 51al�wQ
- F au�ncl5 Shg"n OY) IOL,z P"s
"Signed & Notarized
Correct Template (Comm/Res & HD/LD) or Dec. Covenants & Rest
Plans
©2 Sets
Details (roads, cul-de-sacs,
curbs, sidewalks, BMPs, Buildings, etc)
Grading
Wetlands: Delineated or No Wetlands
Vicinity Map
Layout (proposed BUA dimensions)
Legend
ElDA Maps
El Project: Boundaries
Infiltration
Wet Pond
Offsite
Soils Report
Soils Report
F-1PE Cert for Master Lot #:
SHWT:
SHWT:
El Deed Rest for Master El Lot # Matches Master
Bottom:
PP:
BUA Permitted (Master): sf
Visited:
BUA Proposed (Offsite): sf
Additional Information:
Permitted
Proposed:
Proposed: Proposed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
Brunsvddc Office: 1429 Ash -Little River Road, Ash NC 28420
J. Phillip Norris, P.E.
John S. Tunstall, P.E.
910-287-5900 (office) 910-287-5902 (fax)
LETTER OF TRANSMITTAL
To: Ms. Kelly Johnson
Date: November 29, 2011
Job No. 10117B
INC DENR / Div of Wtr Qlty/Wtr Qlty Section
Subject: Calabash Town Center
127 Cardinal Drive Extension
SW8 080622 MOD
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
11-29-11
State Stormwater Application
L)EC 01 2011
® AS REQUESTED ❑ FOR REVIEW AND COMMENT ❑ FOR APPROVAL
❑ FOR YOUR USE ❑ FOR BIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS:
CC:
?"k
0s'e(SIGNED K. land / ne
I
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.

e
1127 Floral Parkway
Suite 400
Wilmington, NC 28403
[phone]
[phone] Fax
John S. Tunstall, PE
November 18, 2011
Norris & Tunstall
Consulting Engineers, P.C.
Ms. Linda Lewis
NC DENR
Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Calabash Town Center SW8-080622
Calabash, NC
NT Project No. 10117
Dear Ms. Lewis:
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, PE.
Enclosed are the revised calculations, plans, and permit pages pertaining to Ponds 1 &
2 at the Calabash Town Center project. As discussed, these ponds will have their
normal pool elevations raised 0.5 feet. The calculations reflect an adjustment of the
NCDENR orifice and the top of the boxes to provide the required storage volume for
each pond. Also enclosed within this package is our correspondence regarding this
matter, as well as your willingness to waive the minimum required 1 foot of freeboard in
order to save the wetlands as discussed with Mr. Coburn.
Please contact us if you have any additional questions or comments. Thank you for
your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
K. Bland
JJB/neh
NOV 21 2011
10117 11-18-11 s-sw rev ponds 1&2
cc: Jim Myers / Shallotte Partners, LLC
NCBELS License C-3641

Date Design Sheet
NORRIS, KUSKE &TUNSTALL 902 Market St.
CONSULTING ENGINEERS, INC. Wilmington, N.C. 28401-4733 Of
Check J Job For Job No.
Dom( aille
i✓u✓ /O//%
R��nsE►�o aN-tit-t�o.,s F&t-
po" # %i unto
VAmAw R11 T n o N 'f �
CJYIJb R --D wn.t Cf,�4Xi---
to 21 Z011

NORRIS, KUSKE TUNSTALL
CONSULTING ENGINEERS, INC.
10/24/2011
WET DETENTION BASIN CALCULATIONS
Project Name:
Calabash Town Center
NKT No: 07128
Contact Person:
John Phillip Norris, PE
Phone: [phone]
For projects with multiple basins, specify which basin this worksheet applies to:
DA # 2
Description
Qty
Units
Notes:
1-year,24-hour rain event
3.62 inches
from NOAA & project location
Drainage Area, DA =
10.305 ac
total to pond
Pre-existing Impervious Area =
0.000. ac
Pre-existing Overall % Impervious, Ipra = 0.00 %
Proposed Impervious Area = 6.916 ac total BUA to pond
Post Development Pervious Area = 3.39 ac total proposed impervious to pond
Post Deveoplment Overall % Impervious; I,,t = 67.12 %
Volume Reauired
iin 0.5 mile & drain to SA waters?
ign Rainfall Depth, D =
Devolpoment Runoff Volume factor, Rv., =
Development Runoff Volume, Vpra
t Devolpoment Runoff Volume factor, Rvpo,t =
t Development Runoff Volume, Vpo„=
uired Storage Volume =
nanent Pool Elevation
nanent Pool surface area
e Temporary Pool Elevation
e Temporary Pool Surface Area
sided Storage Volume =
n USE FIRST 1.5 INCH
1.50 in
0.05 inln
Rv., = 0.05 + 0.009*Iprr,
2,805
Vpre = D/12 x Rvpra x DA*43560
0.65 inhn
Rv,,,, = 0.05 + 0.0091m,
36,700
Vpo,, = D/12 x Rvpo„ x DA*43560
36,700 ft3
Post Dev. @ 1.5 inch Rainfall Depth
46.00
it
35,212
sf
47.10
it
37.839
sf
Peak Flow Calculations
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
0.20
0.69
15 min
0.99 inches
8.24 cis Qp,,=Cp,a x I x DA
28.16 cfs Qpa;,=Cp., x I x DA
H:\PROJECTS\2007\07128 - Calabash Town CenteACalculations\Pond Caics\07128 DV1/Q POND#2 SIMPLE VOLUME 10-24
11

NORRIS, KUSKE TUNSTALL
CONSULTING ENGINEERS, INC.
10/24/2011
d Volume (Above Normal Pool)
I of Top of Pond
I of State Stg Elevation
I of Top of Vag Shelf Elevation
I of Normal Pool
of Pond Elevation
Stg Elevation
of Vag Shelf Elevation
nal Pool Elevation
of Top of Pond to Normal Pool Elevation
Pond Volume (Excluding Forebay)
of Normal Pool Elevation
of Bottom of Vag Shelf Elevation
of Sediment Removal Elevation
Ial Pool Elevation
In of Vag Shelf Elevation
nent Removal Elevation
of Normal Pool Elevation to Sediement Removal Elevation
bay #1 Volume (Excluding Main Pond)
of Normal Pool Elevation
of Sediment Removal Elevation
Ial Pool Elevation
Removal Elevation
Volume - Normal Pool Elevation to Sediment Removal Elevation
40,039 sf
37,839 sf
//35,212 sf
\35,212 sf�
48 ft
47.1 ft
46.00 ft
46.00 it
38,733 ft3
26,086_ sf
19,668 sf
9746 sf
46.00 it
45.50 It
39 It
107,034 ft3
9,126 sf
4,604: sf
46.00 ft
42 ft
27,460 ft3
OKI
H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\Pond Calcs\07128 DWO POND#2 SIMPLE VOLUME 10-24
11

NORRIS, KUSKE TUNSTALL
CONSULTING ENGINEERS, INC.
10/24/2011
Average Depth & Required Surface Area
Permanent Pool Area
�'5,212
sf
Permanent Volume
1 4,494
cf
Average Depth
3.82
ft D = V/A
Average Depth, Davg =
3.82 ft
Rounded Avg Depth =
4.00 ft
SA/DA # from "Green Sheer' of Interpolated values for Coastal Region
SA/DA at 67% Impervious w/ 4.00 It avg depth = 5.79 90% TSS removal, no filter strip
Required Surface Area =
25,990
sf
Provided Surface Area =
35,212
sf OKI
I Drawdown Calculations 1
Avg. Head =
Drawdown Time =
Internal Diameter=
Internal Diameter=
Drawdown Time =
Internal Diameter=
Internal Diameter =
Avg Internal Diameter =
Design Orifice Diameter =
Desiqn Drawdown rate
0-3 71 ft
2 days
0.30 It
3.65 in
5 days
0.19 ft
2.31 in
2.98 in
3.50 in
2.1
one third of flood stage
172,800 s
432,000 s
F77I
HAPROJECTS\2007\07128 - Calabash Town Center\Calculations\Pond Calcs\07128 DWO POND#2 SIMPLE VOLUME 10-24
11

DA 1 DQDA�2
Pre Pre
DA.1 0I.DA2
ZPost Post
AP1DA1 P2 DA2
Pond #1 Pond #2
Subcat Reach on Link Drainage Diagram for Calabash Town Center 10-24-11
Prepared by Norris & Tunstall Consulting Engineers 10/24/2011
HydroCAD® 7.10 s/n 000479 (,82005 HydroCAD Software Solutions LLC

H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 10-24-11 Type /// 24-hr 1-yr NCDENR Rainfall=3.62"
Prepared by Norris & Tunstall Consulting Engineers
HydroCADO 7.10 s/n 000479 D 2005 HydroCAD Software Solutions LLC 10/24/2011
Time span=0.00-24.00 hrs, dt=0.01 hrs, 2401 points
Runoff by SCS TR-20 method, UH=SCS
Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method
Subcatchment DA 1: Post
Subcatchment DA 2: Post
Subcatchment DA1: Pre
Subcatchment DA2: Pre
Runoff Area=12.271 ac Runoff Depth>2.55"
Tc=15.0 min C:N=90 Runoff=27.50 cfs 2.611 of
Runoff Area=10.305 ac Runoff Depth>2.65"
Tc=15.0 min CN=91 Runoff=23.81 cfs 2.274 of
Runoff Area=12.271 ac Runoff Depth>1.26"
Tc=15.0 min CN=73 Runoff=13.10 cfs 1.285 of
Runoff Area=10.305 ac Runoff Depth>1.32"
Tc=15.0 min CN=74 Runoff=11.64 cfs 1.132 of
Pond P1 DA1: Pond #1 Peak Elev=47.41' Storage=52,706 cf Inflow=27.50 cfs 2.611 of
Primary=9.65 cfs 1.574 of Secondary=3.40 cfs 0.097 of Outflow=13.04 cfs 1.671 of
Pond P2 DA2: Pond #2 Peak Elev=47.30' Storage=47,840 cf Inflow=23.81 cfs 2.274 of
Primary=5.07 cfs 0.800 of Secondary=5.62 cfs 0.951 of Outflow=10.69 cfs 1.351 of

H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 10-24-11 Type /// 24-hr 1-yr NCDENR Rainfall=3.62"
Prepared by Norris & Tunstall Consulting Engineers
HvdroCADO 7.10 s/n 000479 © 2005 HvdroCAD Software Solutions LLC 10/24/2011
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
1minl Ifootl Ift/ff1 (ft/corl Irfcl
15.0 Direct Entry,
Subcatchment DA1: Pre
Hydrograph
4-
3-
2- _Type III 24-h[ 1-yr NCDENR
„ _Rainfall=3.62"i _
o -Runoff Area=12.271-ac
9 Runoff Volume=1.285 af,
e -Runoff Depth>1.26"
Tc=15.0 min
5 CN=73
2
_..
_,
..
0
n t
7
3
4
5
8
7
A
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23 2
Time (hours)
— Runof!

H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 10-24-11 Type 111 24-hr 1-yr NCDENR Rainfall=3.62"
Prepared by Norris & Tunstall Consulting Engineers
HvdroCAD(D 7.10 s/n 000479 @ 2005 HvdroCAD Software Solutions LLC _ 10/24/2011
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
30-
28 - .......-. .. .. ..'-' _
27.50 cfs Runoff
26 -Type 111-24-hr 1-yr NCDENR; - -:
24 -.
Rainfall=3.62�,
22 Runoff Area=12.271 ac -
20 --1--.--_..,..... ,,. .. I-...-
8 off Volume=2.611 of . Run _ - ,
16 . Runoff Depth>2.55"
2 14-Tc=15:0 min
LL
12 -CN=90 -- - - - -- -
8 _ . _. ...
q _.
2-
0-
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 10-24-11 Type 111 24-hr 1-yr NCDENR Rainfall=3.62"
Prepared by Norris & Tunstall Consulting Engineers
HydroCADOO 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 10/24/2011
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 =
13.04 cfs @
12.51 hrs,
Volume=
1.671 af, Atten= 53%, Lag= 18.3 min
Primary =
9.65 cfs @
12.51 hrs,
Volume=
1.574 of
Secondary =
3.40 cfs @
12.51 hrs,
Volume=
0.097 of
Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Peak Elev= 47.41' @ 12.51 hrs Surf.Area= 38,935 sf Storage= 52,706 cf
Plug -Flow detention time= 190.9 min calculated for 1.671 of (64% of inflow)
Center -of -Mass det. time= 92.3 min ( 901.2 - 808.9 )
Volume Invert Avail.Storage Storage Description
#1 46.00' 75,903 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sg-ft) (cubic -feet) (cubic -feet)
46.00 35,589 0 0
47.00 37,937 36,763 36,763
48.00 40,342 39,140 75,903
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 7' Cc= 0.900
n= 0.012 Concrete pipe, finished
#2 Device 1 46.00' 3.7" Vert. Orifice/Grate C= 0.600
#3 Device 1 47.10' 4.00' x 4.00' Horiz. Orifice/Grate Limited to weir flow C= 0.600
#4 Secondary 47.30' 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=9.64 cfs @ 12.51 hrs HW=47.41' (Free Discharge)
L�Culvert (Passes 9.64 cfs of 14.18 cfs potential flow)
2=Orifice/Grate (Orifice Controls 0.40 cfs @ 5.4 fps)
3=Orifice/Grate (Weir Controls 9.24 cfs @ 1.8 fps)
econdary OutFlow Max=3.39 cfs @ 12.51 hrs HW=47.41' (Free Discharge)
=Broad -Crested Rectangular Weir (Weir Controls 3.39 cfs @ 0.8 fps)

HAPROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 10-24-11 Type /// 24-hr 1-yr NCDENR Rainfall=3.62"
Prepared by Norris & Tunstall Consulting Engineers
HydroCAD® 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 10/24/2011
Pond P1 DA1: Pond #1
Stage -Discharge
Discharge (cfs)
Inflow
Outflow
Primary
Secondary
— Total
— Primary
— Secondary
t�I'IC:fli

HAPROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 10-24-11 Type 11124-hr 1-yrNCDENR Rainfall=3.62"
Prepared by Norris & Tunstall Consulting Engineers
Stage -Area -Storage for Pond P1 DA1: Pond #1
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
46.00
35,589
0
46.02
35,636
712
46.04
35,683
1,425
46.06
35,730
2,140
46.08
35,777
2,855
46.10
35,824
3,571
46.12
35,871
4,288
46.14
35,918
5,005
46.16
35,965
5,724
46.18
36,012
6,444
46.20
36,059
7,165
46.22
36,106
7,886
46.24
36,153
8,609
46.26
36,199
9,333
46.28
36,246
10,057
46.30
36,293
10,782
46.32
36,340
11,509
46.34
36,387
12,236
46.36
36,434
12,964
46.38
36,481
13,693
46.40
36,528
14,423
46.42
36,575
15,154
46.44
36,622
15,886
46.46
36,669
16,619
46.48
36,716
17,353
46.50
36,763
18,088
46.52
36,810
18,824
46.54
36,857
19,560
46.56
36,904
20,298
46.58
36,951
21,037
46.60
36,998
21,776
46.62
37,045
22,516
46.64
37,092
23,258
46.66
37,139
24,000
46.68
37,186
24,743
46.70
37,233
25,488
46.72
37.280
26,233
46.74
37,327
26,979
46.76
37,373
27,726
46.78
37,420
28,474
46.80
37,467
29,223
46.82
37,514
29,972
46.84
37,561
30,723
46.86
37,608
31,475
46.88
37,655
32,227
46.90
37,702
32,981
46.92
37,749
33,736
46.94
37,796
34,491
46.96
37,843
35,247
46.98
37,890
36,005
47.00
37,937
36,763
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet
47.02
37,985
37,522
47.04
38,033
38,282
47.06
38,081
39,044
47.08
38,129
39,806
47.10
38,178
40,569
47.12
38,226
41,333
47.14
38,274
42,098
47.16
38,322
42,864
47.18
38,370
43,631
47.20
38,418
44,399
47.22
38,466
45,167
47.24
38,514
45,937
47.26
38,562
46,708
47.28
38,610
47,480
47.30
38,658
48,252
47.32
38,707
49,026
47.34
38,755
49,801
47.36
38,803
50,576
47.38
38,851
51,353
47.40
38,899
52,130
47.42
38,947
52,909
47.44
38,995
53,688
47.46
39,043
54,468
47.48
39,091
55,250
47.50
39,140
56,032
47.52
39,188
56,815
47.54
39,236
57,600
47.56
39,284
58,385
47.58
39,332
59,171
47.60
39,380
59,958
47.62
39,428
60,746
47.64
39,476
61,535
47.66
39,524
62,325
47.68
39,572
63,116
47.70
39,621
63,908
47.72
39,669
64,701
47.74
39,717
65,495
47.76
39,765
66,290
47.78
39,813
67,085
47.80
39,861
67,882
47.82
39,909
68,680
47.84
39,957
69,479
47.86
40,005
70,278
47.88
40,053
71,079
47.90
40,102
71,880
47.92
40,150
72,683
47.94
40,198
73,486
47.96
40,246
74,291
47.98
40,294
75,096
48.00
40,342
75,903

i
H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 10-24-11 Type/1/ 24-hr 1-yr NCDENR Rainfall=3.62"
,Prepared by Norris & Tunstall Consulting Engineers
HvdroCAD@ 7.10 s/n 000479 @ 2005 HvdroCAD Software Solutions LLC 10/24/2011
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
2 _ .. - -. 11.64 cfs
1 Type III 24-hr 1-yr NCDENR: -
Rainfall=3.62".
9 -Runoff Area=10.305 ac
8 Runoff Volume=1.132 af:
7 Runoff Depth>132"
o�
n 1 9 3 4 '9
Time (hours)
21 22 23 2
— RunoH

H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 10-24-11 Type 111 24-hr 1-yr NCDENR Rainfall=3.62"
Prepared by Norris & Tunstall Consulting Engineers
HvdroCAD® 7.10 s/n 000479 @ 2005 HvdroCAD Software Solutions LLC 10/24/2011
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 Description
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 Slope Velocity Capacity Description
rminl lfcctl /ff/ff1 !ff/cart lrfcl
15.0 Direct Entry,
Subcatchment DA 2: Post
Hydrograph
26 q_
25 23.81 cfs
24
22 Type. III _24-Fir:1:-yr NCDENR
20 -Rai nfall=3.62
18 Runoff Area=10.305-ac -
16 :Runoff Volume-2.274-af
14 :.Runoff Depth>2.65'
3 13 - ... ... -
LL 12-Tc=15.0 min
10 CN=91-
6
6 ..
5
4
3 _. .. -.
2 `
0
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)
— RunoH

H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 10-24-11 Type /// 24-hr 1-yr NCDENR Rainfall=3.62"
Prepared by Norris & Tunstall Consulting Engineers
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 =
10.69 cfs @
12.52 hrs, Volume=
1.351 af, Atten= 55%, Lag= 19.3 min
Primary =
5.07 cfs @
12.52 hrs, Volume=
0.800 of
Secondary =
5.62 cfs @
12.52 hrs, Volume=
0.551 of
Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Peak Elev= 47.30' @ 12.52 hrs Surf.Area= 38,333 sf Storage= 47,840 cf
Plug -Flow detention time=.199.7 min calculated for 1.350 of (59% of inflow)
Center -of -Mass det. time= 97.3 min ( 901.9 - 804.7 )
Volume
Invert Avail.Storage Storage
Description
#1
46.00'
75,223 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation
Surf.Area
Inc.Store
Cum.Store
(feet)
(sq-ft)
(cubic -feet)
(cubic -feet)
46.00
35,212
0
0
47.00
37,597
36,405
36,405
48.00
40,039
38,818
75,223
Device Routina Invert Outlet Devices
#1
Primary
45.50'
24.0" x 230.0' long Culvert Ke= 0.050
Outlet Invert= 44.75' S= 0.0033 7' Cc= 0.900
n= 0.012 Concrete pipe, finished
#2
Device 1
46.00'
3.5" Vert. Orifice/Grate C= 0.600
#3
Device 1
47.10'
4.00' x 4.00' Horiz. Orifice/Grate Limited to weir flow C= 0.600
#4
Secondary
47A0'
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=5.07 cfs @ 12.52 hrs HW=47.30' (Free Discharge)
tTCulvert (Passes 5.07 cfs of 11.40 cfs potential flow)
2=Orifice/Grate (Orifice Controls 0.35 cfs @ 5.2 fps)
3=Orifice/Grate (Weir Controls 4.72 cfs @ 1.5 fps)
econdary OutFlow Max=5.62 cfs @ 12.52 hrs HW=47.30' (Free Discharge)
=Broad -Crested Rectangular Weir (Weir Controls 5.62 cfs @ 1A fps)

H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 10-24-11 Type 111 24-hr 1-yr NCDENR Rainfall=3.62"
Prepared by Norris & Tunstall Consulting Engineers
HydroCADO 7.10 s/6 000479 © 2005 HydroCAD Software Solutions LLC 10124/2011
Pond P2 DA2: Pond #2
Hydrograph
26
25 �. _.. .. 23.81 cis .. .. .. .....:..�..
24 I.;. ....._...... _.. .'..-
23 of low Area=10 305,ac
21
20 Peak Elev=47.30'
19
Storage= 7,840 cf -
16
`. 14
13
11 - - j
i10.69 cfs(. .. ... _
10
9
cfs
5 - - - 3 ...
2 .-
0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
Time (hours)
W
Pond P2 DA2: Pond #2
Stage -Discharge
Discharge (cis)
— Inflow
outflow
Primary
Secondary
Total
Primary
Secondary

H:\PROJECTS\2007\07128 - Calabash Town Center\Calculations\HydroCadd\
Calabash Town Center 10-24-11 Type /// 24-hr 1-yr NCDENR
Prepared by Norris & Tunstall Consulting Engineers
HvdroCADO 7.10 s/n 000479 © 2005 HvdroCAD Software Solutions LLC
Stage -Area -Storage for Pond P2 DA2: Pond #2
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
46.00
35,212
0
46.02
35,260
705
46.04
35,307
1,410
46.06
35,355
2,117
46.08
35,403
2,825
46.10
35,451
3,533
46.12
35,498
4,243
46.14
35,546
4,953
46.16
35,594
5,664
46.18
35,641
6,377
46.20
35,689
7,090
46.22
35,737
7,804
46.24
35,784
8,520
46.26
35,832
9,236
46.28
35,880
9,953
46.30
35,927
10,671
46.32
35,975
11,390
46.34
36,023
12,110
46.36
36,071
12,831
46.38
36,118
13,553
46.40
36,166
14,276
46.42
36,214
14,999
46.44
36,261
15,724
46.46
36,309
16,450
46.48
36,357
17,177
46.50
36,405
17,904
46.52
36,452
18,633
46.54
36,500
19,362
46.56
36,548
20,093
46.58
36,595
20,824
46.60
36,643
21,557
46.62
36,691
22,290
46.64
36,738
23,024
46.66
36,786
23,759
46.68
36,834
24,496
46.70
36,882
25,233
46.72
36,929
25,971
46.74
36,977
26,710
46.76
37,025
27,450
46.78
37,072
28,191
46.80
37,120
28,933
46.82
37,168
29,676
46.84
37,215
30,420
46.86
37,263
31,164
46.88
37,311
31,910
46.90
37,359
32,657
46.92
37,406
33,404
46.94
37,454
34,153
46.96
37,502
34,903
46.98
37,549
35,653
47.00
37,597
36,405
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet
47.02
37,646
37,157
47.04
37,695
37,910
47.06
37,744
38,665
47.08
37,792
39,420
47.10
37,841
40,176
47.12
37,890
40,934
47.14
37,939
41,692
47.16
37,988
42,451
47.18
38,037
43,212
47.20
38,085
43,973
47.22
38,134
44,735
47.24
38,183
45,498
47.26
38,232
46,262
47.28
38,281
47,027
47.30
38,330
47,793
47.32
38,378
48,561
47.34
38,427
49,329
47.36
38,476
50,098
47.38
38,525
50,868
47.40
38,574
51,639
47.42
38,623
52,411
47.44
38,671
53,184
47.46
38,720
53,957
47.48
38,769
54,732
47.50
38,818
55,508
47.52
38,867
56,285
47.54
38,916
57,063
47.56
38,965
57,842
47.58
39,013
58,622
47.60
39,062
59,402
47.62
39,111
60,184
47.64
39,160
60,967
47.66
39,209
61,750
47.68
39,258
62,535
47.70
39,306
63,321
47.72
39,355
64,107
47.74
39,404
64,895
47.76
39,453
65,683
47.78
39,502
66,473
47.80
39,551
67,264
47.82
39,599
68,055
47.84
39,648
68,848
47.86
39,697
69,641
47.88
39,746
70,435
47.90
39,795
71,231
47.92
39,844
72,027
47.94
39,892
72,825
47.96
39,941
73,623
47.98
39,990
74,422
48.00
40,039
75,223
Rainfall=3.62"

Lewis,Linda
From:
Lewis, Linda
Sent:
Thursday, October 20, 2011 5:13 PN
To:
'Jody Bland'
Cc:
Coburn, Chad
Subject:
Calabash Town Center SW8 080622
Jody:
Chad Coburn informs me that you are settling up with him on the 401 violations at Calabash Town Center by
raising the permanent pool elevation by 6 inches. Just a reminder that this change will require a minor permit
modification. In Express, the fee for a minor modification for this high density project will be $2000.00. In the
regular program, the fee for any modification is $505.00.
I had done some preliminary calculations which indicated that there was sufficient room in the pond to allow for
the higher temporary storage elevation that resulted, even though the minimum 1 foot freeboard is not
provided. As a reminder, I am willing to waive the freeboard requirement in this case in order to save the
wetland.
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 may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.

NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.0
Brunswick Office: 1429 Ash -Little River Road, Ash NC 28420
J. Phillip Norris, P.E.'
John S. Tunstall, P.E..
910-287-5900 (office) 910-287-5902 (fax)
LETTER OF TRANSMITTAL
To:
Ms. Georgette Scott
Date: August 10, 2011
Job No. 07128
NC DENR/Div of Wtr Quality/Wtr Quality Section
Subject: Calabash Town Center
127 Cardinal Drive Extension
Calabash, NC i
Wilmington, NC 28405-3845
WE ARE SENDING YOU VIA MAIL
® ATTACHED ❑ UNDER SEPARATE COVER
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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
08-09-11
Designer's Certification
/.
AI
0
i
❑
®
AS REQUESTED ❑ FOR REVIEW AND COMMENT ❑ FOR APPROVAL
FOR YOUR USE ❑ FOR BIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS:
CC:
SIGNED f!. 0hlllip IVfOrris, Y. . / eh
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.

u

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❑•tM19C5cI�Vb"b'L�y in.�d ILUFJ:bO
❑:1Wnalvaats it;R.v�'t :ryn�,y
Prepared by: 'wuReiymatcarak,�..,�,wy,s�p;op
a I�
Robert N. Burria o
M�� uaarvaMM
Burrb, MacMillan, Pearce, Mc'Gtittcheon Si H
6857 Fairview Road
Cbnrlotto,NC 28210
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
n
ACCESS EAS CITYIT1' AGREEMENT
n �� uaasraca�a
THIS ACCESS EASEMENT AND COAGREEMENT
("Agrccment") is made as of this 0321 day of June, 2010, by and between SHALLOTTE
PARTNERS, LLC, a North Carolina limited liability company (hereinafter "Grantor'), and
SHALLOTTE PARTNERS-1, LLC, a North Carolina limited liability company and
CALABASH TOWN CENTS LC, allorth Carolinap 1/'�p¢�rj�tl liabilitycompany (hereinafter
"Grantees'.W t�-
(W)[3�u qL �
A. Grantor is the owner of that certain 18.2 acre parcel fronting the northem edge of
the right-of-way of Old Georgetown Rd, and Clariday Rd., in the Town of Calabash, Brunswick
County, North Carolina, as moroaprt_'rculerly described orb �. CMbit A and known as Tract 6A,
goJu UMAI CM
U� 9a0..>m.._
vg�
�� �11�

M �agI111I�Alvolill, F3060dPB388
page g of a
attached hereto and incorporated herein by reference; and
B. Grantees are the Wer of those six certain parr4ls of land immediately adjacent
to Tract 6A and known as Tracts 4, 5 and and west of Tract 6A and
fronting on the above named roads an escribed on Exhibit B attached
hereto and incorporated herein h4 fb� emaQgt tdye Tracts'; Tract 6A and the
Grantee Tracts are sometimes c c tvely r e "Property"); and
C. Grantor intends to develop Tract 6A in accordance with those certain plans and
specifications prepared by Studio Fusion, P.A (the "Plans and Specs"). Zoning requires Grantor
to provide access connectivity between Tract 6A and the Grantee Tracts at a specified location as
delineated on the plat recorded iM at Book 64 at Page 92 ,'2010 Plat"), and Plat Book 66 at
Page 7, Brunswick County Public an �Xurvey prepared by Steve Norris
N,C. P.L.S. dated May 12, 2010; gpQtt0�.)'
l(JJ ��J�� �asaa�u
D. Grantor end Grantee desire to provide for certain easements and construction
obligations by Grantor and Grantee with regard to development of their respective parcels.
NOW, THEREFORE, r ideration of th s, conditions and agreements set
forth herein and other good and value ®r . ,,(y�l and sufficiency of which are
hereby acknowledged by the p�j r r of the Grantor Tract, and _
Grantee, as the owner of the Gratl[ actsf g��n ne es follows:
1. Driveway Easement. Grantor does hereby grant to, and create and establish for,
Grantee a non-exclusive, permanent, perpetual easement over, under, upon, through and across
(i) Town Center Road as depict on the 2010 Plat (the "Driv ay Easement"), and (ii) those
other portions of Tract 6A as dell from time � gontor as sidewalks, driveways.
ways or lanes or any similar infra:t c v ss Tract 6A, with such easements
being for the purposes of vehic ingr tezis and regress from and to the
Grantee Tracts and Old Georget oad d (the easements in (i) and (ii) are
hereinafter, collectively the "Access Easement").
2. Connectivity Location. Grantor and Grantee agree each of Tracts 1 and 5 shall
have at least one curb cut onto Town Center Road and Tracts 2, 3, 4 and 6B shall have at least 2
curb cuts onto Town Center RoA.1he curb cuts on To e{{��ter Road will connect to the
Grantee Tracts at a location as specs y th pe�i>'6ct and such location shall be
substantially in accordance with thg �EKh a on the aforesaid Plans and Specs.
Uerwatvsceeer
3. Coaatructloa Reauirameat �it'{, at Grantor's sole cost and expense,
construct a driveway over Town Center Road as shown on fhe 2010 Phit connecting all of the
Tracts 1 through 6B to Clariday Road (aka SR 1164) and Old Georgetown Road (aka NC
Highway 179) in conformance with development standards as required by any applicable zoning
or development requirements imposed on the Property for the development of all such tracts
which driveway construction sh elude heavy-dutyAyerAeht construction of at least thirty
KNor1UN mII,
[p'" esamayssaas

A
d k1,(�d���l�l��r of3060Deeds 039pageale a
3 of 9ea.
QR-2«
(30) feet in width, back of curb to back of curb, with a minimum of two fool. wide standard curb
and gutter and underground storm drainage (hereinafter "Driveway'l.
4. Construction Re uirements.
�Grantor shall berequired to complete the
construction of the Driveway with tyg`I� (6) mmo�onths��(I(( i�r tolice by Grantee.
S. Maintenance. �llti n of may, Grantee shall maintain,
repair and keep the entire Drive a firsi��,�tjp�,o�n-� and state of repair, in compliance
with all laws, rules and regulations of govemmenlal au51t"Y>t✓[4ies, exercising,jurisdiction thereover.
The actual costs of maintenance and repair shall be home pro -rate by all owners of the tracts that
comprise the Property, using the square footage of finished building area on each tract as
compared to the total square footage of finished building area on all of the Property. The owners
of each tract of the Property shaRT& to Grantee its pro rat a within 30 days after receipt of
an invoice for such pro rats share Aotr,
orn Notwithstanding this
agreement to pro rate maintenancowner shall be responsible for the cost
to repair any damage caused to tohe nVF§9Mr intentional misconduct of
such owner or its employees, agenac t1 , without limitation, repairs required
as the result of damage done during construction on the owner's tract.
6. Connectivity Location. Neither Grantor not Grantee shall erect or construct, or
cause to be erected or constructed, any fence, wall, curb, or other barrier on, over or upon the
Driveway Easement, specifically`4b*e Access Easeme rally. Neither Grantor nor
Grantee shall in any manner int�erferM h complete use and enjoyment
by any Grantee, Grantor or theirrje,9 r)� of
easements herein granted.
7. Compliance with Declaration. Wf ees that use of the Access Easement
shall include compliance without cost to Grantee with all reasonable rules of Grantor with
respect to use of the Access Easement such as speed limits, so long as enforcement of such rules
and provisions is consistent in applicability with owners, tenants, licensees and invitees of the
parties. Neither Grantor nor Grace or their successors shall lWve cross parking rights with
regard to the respective parcels. r6r6C A&
8. No Restriction or UQb d4Wjk t bli .thipB contained in this Agreement
shall ever restrict the use and deVUdOri6t of xcept as stated herein, nor shell the
easement granted constitute or be construed as a gift or kation of any portion of the Property,
specifically including the easement areas constructed thereon, to the public or give any member
of the public any rights whatsoever, it being the express intention of the iparties hereto and for
future Owners of any portion of the Property that this Agreement shall be for the exclusive
-Ift
benefit of the Properly, its respeatfdte owners, successors, at.,gssigns.
9.No Prescriptive Eapipilr7tv Weseriptivo casement rights or claims shall
ever accrue in favor of any Own s J her OWHWWFM result of any use or other
action taken with respect to the o r Owner swner,
10. Non•Mers er. The ownership, now or at any time during the term of this
Agreement, of Tract 6A and the Properly, or any portion thereof, and the easement steals), by
the same owner or by an owner and an affiliated entity of such owner, shot not create a merger
of title, estate, or other merger, intfludin& any merger of t} ipmant and servient estate with

Ir a 1141IJr
glaIII a 6 149 4 or a
.at.t.r .r o..e. o•a. � .r s
respect to the easements granted in this Agreement and shell therefore not terminate any of the
casements, covenants or other terms or provisions of this Agreement as they apply to the
Property, and all such easements, covenants, and other terms and provisions shall remain in full
force and effect regardless of my of the aforesaid common ownerships now or hereafter existing.
11. Succeasors and Aesf ® l r�r s and privileges herein granted,
and the duties, obligations and Ijgt�Fb %' the benefit of the owners of the
41
Property, and shall run with the jj�{i d shi a benefit of, and be binding upon, the
Grantor and Grantee and their respective successors en igns, including, without limitation,
subsequent owners of all or any part of the Property and any party claiming through them.
Subject to Section 8 above, Grantor and Grantee as used herein shall include tenants and their
employees, customers and invitees of such parties.
12. Binding Effect. hts, n ,ryY biigations and easements
granted in this Agreement shall be �6fS nue unless add until this Agreement
is modified, amended or temrin ureNassaae
13. ModUlcations. The covenants, ccoond tion—s $nd restrictions contained in this
Agreement shall be effective commencing on the date of recordation of this Agreement in the
Brunswick County Public Registry and shall retrain in full force and effect in perpetuity and the
easements granted herein shall continue in perpetuity, unless this Agreement is modified,
amended, cancelled or terrninat the written consen J the owners of all the tracts
comprising the Property. No termir , m �QQ V ant will be effective unless a
written instrument setting forth i s �n+:Wj%�uktednd acknowledged, and recorded in
the Public Registry of Brunswic ng m NewBridge Bank has a
deed of trust secured by any pomon of the Progamer[ cannot be amended,
modified or terminated without the written consent of NewBridge Bank which must also be
recorded in the Public Registry of Brunswick County, North Carolina.
14. SeverabWty, if any provision of this Agreement is held to be illegal, invalid or
unenforceable under resent or ft �lla�ws effective Lfrm of this Agreement, the
legality, validity and enforceability of`&t! e n � of this Agreement shall not be
affected thereby; and in lieu of eaojtfdt(� i�y iKV4W [ forceable provision, there shall
be added automatically as a partl��Agrif���SS�ppj�vi�sion as similar in terms to such illegal,
invalid or unenforceable provision w may he possfbld hich shall be: legal, valid and
enforceable.
15. Governing Lew. This Agreement and all rights and obligations created hereby
shall be governed by the laws ofgLe State of North Carolina n
//�� A l�
16. Notices. Any notice i L?r to each Owner may be personally
delivered, delivered by Federal �C�,Q'���fl r natioriebaRMTBght contract carrier or may be
deposited in Ibe United States mI registe stage prepaid and return receipt
requested, addressed to the party for whom intended. c -Owner may change its address at any
time by notifying the other in writing, of such change in accordance with this notice provision.
Notice given pursuant hereto shall be deemed completed at the time of delivery or attempted
delivery.
� rssa>7<amrasea
-"

IIIIIjII 0 Pit ar-al-30.
j 97 01 20.0a0
lek C y cols v of DeieJ�• lseeona
ova• a or 9
17. Attorneys Fees. in the event a party institutes any legal action or proceeding for
the enforcement of any right or obligation herein contained, the prevailing party shall be entitled
to recover its costs and reasonable attorneys fees incurred in the preparation and prosecution of
such action or proceeding. "N? ' A
j is. Counterparts. This A Wuted in multiple., separate
counterparts, each of which shall py,t�,�/i tpggjker which shall constitute one
instrument. ll�uJJ wl uy"v�
IN WITNESS WHEREOF, Grantor and Grantees have caused this Agreement to be
duly executed as of the day and year first above written.
GRANTOR: ka,_ r L
Shallotte Partners, LLC, a North C�T�6Fy'a parry
'n�%n anerorrr;eaea
By: Inteed Properties, LL a orth �r�' d liability company
ml I tVtit..... /
By: lame'41). Myers III ember/Manager n
:> V�
or
GRANTEES: 90101
Shallotte Partners-1, LLC, a North Carolina limited liability company
By: InleV9tpd Properties, LLC, a Forth Carolina limited liability company
Myers
Calabash Town Center, LLC, a North Carolina limited liability company
By: ?:Jmes
erties, LLIa North C�Jfi mi ^{lIr9bility company
er Rpr utsfva�sne
. Myers III, Member/Manager
SPATE OF NORTH CAROLIN44,COUNTY OMEClT]Aaf.�RG
UU� UtrGG&a
lf��Cal�ldL,
tr
i

11�
;%mmm"}��(8 P039(I I Iokids ' Ptv� [[[
1, Margaret A. Panico, a Notary Public of said County and State, certify that James B. Myers III ,
being personally known to me, personally appeared before me this day and acknowledged that he
is Member/Manager of Integrated Properties, LLC, a North Carolina limited liability
company, the Member/Manage shallutte Partners, L North Carolina limited liability
company, and that as Member/Man;heirs do so, voluntarily executed the
foregoing instrument on behalf �f�t,J�jMeb�d� for the purposes stated herein.
Witness my Hand and Official Seal this— as 2010.
Note blic: argaret A. Panico
]ni'g ires: 5-3-2013
FVMQAc acu¢
STATE OF NORTH CAROLINA, lT�`�P� O
I, Margaret A. Panico, a Notary s ��UyyyU e, certify that James B. Myers III,
being personally known to me, personally appeare a this day and acknowledged that he
is Member/Manager of Integrated Properties, LLC, a North Carolina limited liability
company, the Member/Manager of Shallotte Partners-1, LLC, a North Carolina limited
liability company, and that as Member/Manager, being duly authorized to do so, voluntarily
executed the foregoing instr u rekEtggbehalf of ShalloNere-1, LLC, for the purposes
stated herein.
Wimass my Hand and Official SW thl4 010.
r
Notary lic: Margaret A. Panico
M c fission N gi A. Ao"4 Y 5-3-2013
�
coal. _ �
M���

I
U �7j11'f'1 '�}Ii"Hn• I ae s, U pepeM7 of s 8
STATE OF NORTH CAROLINA, COUNTY OF MECKENBURO
1, Margaret A. Panico, a Notery Public of said County and State, certify that James B. Myers 111,
being personally ear kn to me, rsonally apped before me this day and acknowledged that he
is Member/Manager of lateg% erties, L (tl rolina limited liability
company, the Member/Manager of C er, LLC, and that as
Member/Manager being duly at S#9 vol lMyWecuted the foregoing instrument
on behalf of Calabash Town Center, LLC, o es stated herein.
Witness my Hand and Official Seal this e day of `yia-w 2010.
e
eC�Q��s
gnraa�taeenea

t�����f flf�I�IIIIIIIII ��60 ga�,4.�N-0�
eI 9
XHIBIT A a
SHALJ.(}C�rYXMacLLC, TRACT
U��JJ��JJ��`"�i�� auraov�aa�
Being all of Tract 6A as shown on the Plat re ook 66 at Page 15, in the
Brunswick County Public Registry.
a
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arwuulcY un Y, .pl• .r of p..d. D.y. 8 or 9
BXHIBITB
SHALLO TRACT
f y9�sDr,�aes
Being all of Tract 6B as shown on Plat recorded in Plat Book 66 at Page 15 in the Brunswick
County Public Registry
CALABASH�{��V iegTT�T -
U lj�J
Being all of Tract 1, 2, 3, 4 and 5 as shown on Plat Book 64 at Page 92, in the Brunswick County
Public Registry.
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