SW8110614_HISTORICAL FILE_20110715

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 l l o q lL}
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
® HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2oix o115
YYYYMMDD

A��
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H Sullins Dee Freeman
Governor Director Secretary
July 15, 2011
Christopher W Bailey, Manager
Bailey & Fuller Properties, LLC
Post Office Box 400
Jacksonville, NC 28541
Subject State Stormwater Management Permit No SW8110614
Bailey Shoppes at Hampstead
High Density Commercial Wet Detention Pond Project
Pander County
Dear Mr Bailey
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Bailey Shoppes at Hampstead on
July 6, 2011 Staff review of the plans and specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H 1000 and Session Law 2008 211 We are forwarding Permit No SW8110614 dated July
15, 2011, for the construction, operation and maintenance of the BMP's and built -upon areas associated with the subject project
This permit shall be effective from the date of issuance until July 15, 2021, 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 nght to request an adjudicatory
hearing by filing a petition with the Office of Administrative Hearings (OAH) The 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 A petition is considered filed
when it is received in the Office of Administrative Hearings during normal office hours The OAH accepts filings Monday through Friday
between the hours of 8 00 a in and 5 00 p m , except for official state holidays The petition may be filed by facsimile (fax) or
electronic mail by an attached file (with restrictions) - provided the signed original, one (1) copy and a filing fee (if a filing fee is required
by NCGS §150B 23 2) is received in the OAH within seven (7) business days following the faxed or electronic transmission Unless
such demands are made this permit shall be final and binding You should contact the OAH with all questions regarding the filing fee
and/or the details of the fling process The mailing address, telephone and fax numbers for the Office of Administrative Hearings are
6714 Mail Service Center, Raleigh, NC 27699 6714 Telephone [phone] FAX [phone]
If you have any questions, or need additional information concerning this matter, please contact Chris Baker, at [phone]
Sincerely,
For Colleen Sullins, Director
Division of Water Quality
GDS/ csb S 1WQS1StormwateAPennits & Projects12011\110614 HD 12011 07 permit 110614
cc Charles Cazier, P E , Intracoastal Engineering, PLLC
Fender County Building Inspections
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension Wilmington North Carolina 28405 NorthCarohna
Phone [phone] FAX [phone] Customer Service "77b23-6748 //
Internet v nmaterqualiryog Natarall�

State Stormwater Management Systems
Permit No SW8 110614
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
Bailey & Fuller Properties, LLC
Bailey Shoppes at Hampstead
Between 15395 & 15489 Highway 17, Hampstead, Pender County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H 1000 and Session Law 2008-211 (hereafter collectively referred
to as the "stormwater rules') 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 July 15, 2021, 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 17 on page 3 of this permit The stormwater control has been
designed to handle the runoff from 69,557 square feet of impervious area
A 50' wide vegetative buffer must be provided adjacent surface waters, measured
horizontally from and perpendicular to the normal pool of impounded structures, the
top of bank of both sides of streams and rivers and the mean high water line of tidal
waters
4 The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans The built -upon area for the future development is
limited to 5,000 square feet
5 All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans
6 The runoff from all built -upon area within the permitted drainage area(s) of this project
must be directed into the permitted stormwater control system
Page 2 of 7

State Stormwater Management Systems
Permit No SW8 110614
7 The following design criteria have been provided in the wet detention pond and must
be maintained at design condition
a Drainage Area, 9cres
Onsite, ft
Offsite, ft2
b Total Impervioul Surfaces, ft2
Onsite, ft
Offsite, ft2
c Design Storm, inches
d Average Pond Design Depth, feet
e TSS removal efficiency
f Permanent Pool Elevation, FMSI�
g Permanent Pool Surface Arei, ft
h Permitted Storage Volume, ft
i Temporary Storage Elevation, FMSL
I Pre-dev 1 yr-24 hr discharge rate, cfs
k Controlling Orifice
I Orifice flowrate, cfs
m Permitted Forebay Volume, ft3
n Fountain Horsepower
o Receiving Stream/River Basin
p Stream Index Number
q Classification of Water Body
II SCHEDULE OF COMPLIANCE
342
148,975
N/A
69,557
69,557
N/A
15
4
90%
47
11,437
20,363
485
248
2 5" 0 pipe
012
5,396
N/A
Godfree Creek / Cape Fear
18-74-49-1
"C,Sw"
1 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
2 During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately
3 The permittee shall, at all times, provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency The signed
and approved Operation and Maintenance Agreement 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 slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of outlet structure, orifice device, flow spreader,
catch basins and piping
g Access to the outlet structure must be available at all times
4 The facilities shall be constructed as shown on the approved plans 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
5 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 A modification may be required for
those deviations
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 110614
6 Records of maintenance activities must be kept and made available upon request to
authorized Personnel of DWQ The records will indicate the date, activity, name of
person performing the work and what actions were taken
7 If the stormwater system was used as an Erosion Control device, it must be restored
to design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility
8 Access to the stormwater facilities for inspection and maintenance shall be maintained
via appropriate recorded easements at all times
9 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 any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc
b Redesign or addition to the approved amount of built -upon area or to the
drainage area
c Further development, subdivision, acquisition, lease or sale of any, 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
d Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
10 Prior to the construction of any permitted future areas shown on the approved plans,
the permittee shall submit final site layout and grading plans to the Division for
approval
11 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
12 Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit A copy of the approved plans and specifications
shall be maintained on file by the Permittee at all times
III GENERAL CONDITIONS
This permit is not transferable to any person or entity 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 the transfer request Neither the sale of the project in whole
or in part, nor the conveyance of common area to a third party constitutes an
approved transfer of the stormwater 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 4 of 7

State Stormwater Management Systems
Permit No SW8 110614
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 fad to perform satisfactorily, 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 remains in force and effect until modified, revoked, terminated or renewed
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 The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit The renewal request must include the appropriate
documentation and the processing fee
Permit issued this the 15th day of July, 2011
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
V
for Coleen H Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 110614
Bailey Shoppes at Hampstead
Stormwater Permit No SW8 110614
Pender Countv
Designer's Certification
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 included in the Certification
Noted deviations from approved plans and specifications
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No SW8 110614
Certification Requirements
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 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 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 and located 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, and a
forebay
15 The required system dimensions are provided per the approved plans
16 All components of the stormwater BMP are located in either recorded common
areas, or recorded easements
cc NCDENR-DWQ Regional Office
Pender County Budding Inspections
Page 7 of 7

Permit Number
(to be provided by DWQ)
Drainage Area Number 1
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP This maintenance record will be kept in a
log in a known set location Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided
This system (check one)
❑ does ® does not incorporate a vegetated filter at the outlet
This system (check one)
❑ does ® does not incorporate pretreatment other than a forebay
Important maintenance procedures
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks)
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical
— Once a year, a dam safety expert should mspect the embankment
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 10 inches (or 15 inches if in a
Coastal County) Records of operation and maintenance should be kept in a known set
location and must be available upon request
Inspection activities shall be performed as follows Any problems that are found shall
be repaired immediately
BMP element
Potential problem
How I will remediate the problem
The entire BMP
Trash/debris is present
Remove the trash/debris
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed
remove the gully, and then plant a
ground cover and water unhl it is
established Provide lime and a
one-time fertilizer applicabon
Vegetation is too short or too
Maintain vegetation at a height of
long
approximately six inches
Form SW401-Wet Detention Basin O&M -Rev 4
Jul 0 6 2011
BY
Page 1 of 4

Permit Number
(to be provided by DWQ)
Drainage Area Number
BMP element
Potential problem
How I will remediate the problem
The inlet device pipe or
The pipe is clogged
Unclog the pipe Dispose of the
swale
sediment off -site
The pipe is cracked or
Replace the pipe
otherwise damaged
Erosion is occurring in the
Regrade the swale if necessary to
swale
smooth it over and provide erosion
control devices such as reinforced
turf matting or nprap to avoid
future problems with erosion
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible Remove the sediment and
sediment storage
dispose of it in a location where it
will not cause impacts to streams or
the BMP
Erosion has occurred
Provide additional erosion
protection such as reinforced turf
matting or nprap if needed to
prevent future erosion problems
Weeds are present
Remove the weeds, preferably by
hand If pesticide is used, wipe it on
the plants rather than s ra in
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health
Plants are dead, diseased or
Determine the source of the
dying
problem soils, hydrology, disease,
etc Remedy the problem and
replace plants Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary
Weeds are present
Remove the weeds, preferably by
hand If pesticide is used, wipe it on
the plants rather than spraying
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible Remove the sediment and
storage depth
dispose of it in a location where it
will not cause impacts to streams or
the BMP
Algal growth covers over
Consult a professional to remove
50% of the area
and control the algal growth
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray)
the basin surface
FC 'a_,,iz F_D
Form SW401-Wet Detention Basin O&M -Rev 4 JUL U G 2011 Page 2 of 4
I�1 _

Permit Number
(to be provided by DWQ)
Drainage Area Number
BMP element
Potential problem
How I will remediate the problem
The embankment
Shrubs have started to grow
Remove shrubs immediately
on the embankment
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present
consult a professional to remove
beavers
A tree has started to grow on
Consult a dam safety specialist to
the embankment
remove the tree
An annual inspection by an
Make all needed repairs
appropriate professional
shows that the embankment
needs repair (if applicable)
The outlet device
Clogging has occurred
Clean out the outlet device Dispose
of the sediment off -site
The outlet device is damaged
Repair or replace the outlet device
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet
the 401 Oversight Unit at 919-733-
1786
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments
When the permanent pool depth reads 7 0 feet in the main pond, the sediment
shall be removed
When the permanent pool depth reads 2 0 feet in the forebay, the sediment
shall be removed
Sediment Removal
BASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation 47 0
459 I Pe anen Pool
♦-- Volume Sediment Removal Elevation 40 0
Volume
440 -fiMin - - - - - ---- -- ----------- -------- -
-- --- - - - ---
Sediment Bottom Elevation 39 0
1-ft n
Storage
Sedimei
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M -Rev 4
I t IF�CE:VED
JUL 0 6 2011
Page 3 of 4

Permit Number
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party
Project name Bailey Shops Hampstead
BMP drainage area number
Print name Mr Christopher Bailey
Title Member Manager
Address PO Box 400 Jacksonville NC 28451
Phon
Signz
Date
Note The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president
Joan[-te T—_ Mei a Notary Public for the State of
County of 1JCL,:> 4�a �o� of , do hereby certify that
Gh ns4o phe r
> lc u personally appeared before me this as
day of J Lxj-N e- ao 1 1 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements Witness my hand and official
seal,
SEAL
My commission expires l ba -.D-C;l I`-1
RECEIVED
Form SW401-We[ Detention Basin O&M -Rev 4 I
JUL 0 6 2011
Page 4 of 4

DWQ USE ONLY
' Date Received
Fee Paid
Permn Number
-6 ---'20//
ooD — 3/?5
1 .:5Gu9 i/OGi
Applicable Rules ❑ Coastal SW —1995 ❑ Coastal SW — 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ 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 )
Bailey Shoppes ® Hampstead
2 Location of Project (street address)
City
County
3 Directions to project (from nearest major mtersechon)
Zip 28443
From the intersection of Hwy 17 and NC 210 Travel north on 17 agproximate)y 0 83 miles and site is on your
left between 15395 Hwy 17 and 15489 Hwy 17
4 Lahtude 34° 22' 32 22" N Longitude 77° 42' 09 05" W of the main entrance to the project
II PERMIT INFORMATION
1 a Specify whether project is (check one) ®New ❑Modification
b If this applicahon is being submitted as the result of a modification to an existing permit, list the existing
permit numberNA , its issue date (if known) 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 ❑Drams 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, NA and the previous name of the project, if different than currently
proposed,
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 ®Sedimentation/Erosion Control 3 7 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑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 NA
Form SWU-101 Version 07Jun2010 Pagel of 6
gECEIV'
JUL 0 6 JUL
BY ----

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 Bailey & Fuller Properties LLC
Signing Official & Title Christopher W Bailey/Manager
b Contact information for person listed in item la above
Street Address PO Box 400
City Tacksonville State NC Zip 28541
Mailing Address (if applicable) Same
City
State
Phone ( �)� , 3��3 Fax
Email
Zip
f 9/0 -YU7
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/Organization
Signing Official & Title
b Contact information for person listed in item 2a above
Street Address
City
Mailing Address (if applicable)
City
State
State
Phone ( j Fax
Email
Zip
Zip
3 a (Optional) Print the name and title of another contact such as the project's construchon supervisor or other
person who can answer questions about the project
Other Contact Person/Organization
Signing Official & Title
b Contact information for person listed in item 3a above
Mailing Address
City
Phone
Email
4 Local jurisdiction for building permits
Point of Contact Fred Sands
State
Fax
M
Phone # (910 ) 270-5008
Form SWU-101 Version 07Jun2010 Page 2 of 6
RECEIVE
JUL 0 6 2011
BY-----

IV PROJECT INFORMATION
1 In the space provided below, briefly summarize how the stormwater runoff will be treated
Runoff will be routed to an onsite Wet Detention basm sized to meet the 15 and lyr 24hr Pre -Post
2 a If claiming vested rights, identify the supportmg documents provided and the date they were approved
❑ Approval of a Site Specific Development Plan or PUDApproval Date
❑ Valid Building Permit Issued Date
❑ Other Date
b If claiming vested rights, 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 drams to the
River basin
4 Total Property Area 3 42 acres 5 Total Coastal Wetlands Area NA acres
6 Total Surface Water Area NA acres
7 Total Property Area (4) — Total Coastal Wetlands Area (5) —Total Surface Water Area (6) = Total Project Area`
3 42 acres
Total project area shall be calculated to exclude the followm the normal pool of tinyyounded structures, the area
between the banks of streams and rivers, the area below the ormal 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 maybe
included in the total project area
8 Project percent of impervious area (Total Impervious Area / Total Project Area) X 100 = 46 7 %
9 How many drainage areas does the project have?l (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 dramage area identified in Project Informahon 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
DramaFre Area 1
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
Godfree Creek
Stream Class *
C, SW
Stream Index Number *
18-74-49-1
Total Drainage Area (so
148,975
On -site Drainage Area (sf)
148,975
Off -site Drainage Area (so
0
Proposed Impervious Area** (so
69,557
% Impervious Area** (total)
467
Impervious" Surface Area
Drainage Area _
Drainage Area _
Drainage Area _
Drainage Area
On -site Buildmgs/Lots (so
12,200
On -site Streets (sf)
On -site Parking (so
49,422
On -site Sidewalks (so
2,935
Other on -site (so
Future (so
5,000
Off -site (sf)
Existing BUA*** (sf)
Total (sf)
69,557
* Stream Class and Index Number can be determined at htt;z //vortal ncdenr org/web/wg[ps/csu/classifications
** Impqervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
s dewalks, gravel areas, etc
*** Report only that amount of existing BUA that will remain after development Do not report ant y ex t ng'BUAyt jt iJ
to be removed and which will be replaced by new BUA
Form SWU-101 Version 07Jun2010 Page 3 of 6 JUL 0 6 2011
�v

11 How was the off -site impervious area listed above determined? Provide documentation NA
Projects in Union Count v Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe 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 htto //portal ncdenr org/web/wq/ws/su/bmp-manual
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 ////portal ncdenr org/web/wq/ws/so/statesw/forms does The complete
application package should be submitted to the appropriate DWQ Office (The appropriate office maybe
found by locating project on the interactive online map at htto / /portal ncdenr org web/wq/ws/su/maps )
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 impaled in blue ink Download the latest versions
for each submitted application package from htto //portal ncdenr org/web/wq/ws/su/statesw/forms dots
Initials
1 Original and one copy of the Stormwater Management Permit Application Form I1 oc-
2 Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants A to
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
htto // /_ww envhelenvhelp org/pages/onestopexpress 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/management for
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 14 mile of the site boundary, include the 1h
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
h 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 NEW lines
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NEW) of tidal waters
1 Dimensioned property/project boundary with bearings & distances
1 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
in 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 determmation 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)
p Vegetated buffers (where required)
0x (i '
RECEIVED
JUL 0 6 2011
Form SWU-101 Version 07Jun2010 Page 4 of 6

Copy of any applicable soils report with the associated SHWT elevations (Please identify Ca=L
elevations in addition to depths) as well as a map of the boring locations with the existmg
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 W1RO 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 35 Page No 144 G174-1
11 For corporations and limited liability corporations (LLC) Provide documentation from the NC CG7LL
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
hqp //www secretes state nc us/Corporations/CSearch asax
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
htto //portal ncdenr or_g/web/wq/ws/su/statesw/forms does 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 websde, 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 Engmeer Charles D Cazier
Consulting Firm Intracoastal Engineering, PLLC
Mailing Address 91 Pelican Point Rd
City Wilmmgton
Phone (910 ) 409-3567
Email Charlie&ntracoastalengmeenng com
State NC Zip 28409
Fax (NA )
IX PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) NA 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 1a) with (print or type name of organization listed in
Contact Information, item 1a) 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 07Jun2010 Page 5 of 6
CEJif ED
JUL 0 6 2011
BY

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 143-2151 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
Date
a Notary Public for the State of
do hereby certify that
before me this _ day of
County of
personally appeared
and acknowledge the due execution of the application for a
stormwater permit Witness my hand and official seal,
X APPLICANT'S CERTIFICATION
SEAL
My commission
I, (print or type name of person listed in Contact Information, item la) boyoniee— 14L �ILie(
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable store rule der 15A NCAC 2H 1000, SL 2006-246 (Ph II — Post Construction) or SL 2008-211
Signature ( �i� �:::) Date it to - 22- 11
a Notary Public for the State of 1 . County of
New do hereby certify that -32�la� personally appeared
before me thisoa day of -� ury 2 --X�111 and acknowledge the due execution of the application for a
stormwater permit Witness my hand and official seal, AX A),Q CM (114.n ( o'X
SEAL
My commission expires T'30 yc-wti4�- 1 to e 7pl L!
Form SWU-101 Version 07Jun2010 Page 6 of 6
JUL 0 6 2011
BY —___ __

Permit No `:51v (J 1,�A
(to be provded by DWO)
©A 20F W A 7F9O
O G
h �
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out printed and submitted
The Regmred Items Checklist (Part III) must be printed filled out and submitted along with all of the required information
Project name Bailey Shoppes ® Hampstead
Contact person Christopher W Bailey
Phone number ,910346 0443
Date 7/52011
Drainage area number 11
BIDESIGN INFORMATION
Site Characteristics
Drainage area
Impervious area post -development
impervious
Design rainfall depth
Storage Volume Non -SA Waters
Minimum volume required
Volume provided
Storage Volume SA Waters
15 runoff volume
Pre -development 1 yr 24 hr runoff
Post -development 1 yr 24 Is runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the tyr 24hr storm peak flow regoired9
1 yr 24 hr rainfall depth
RabonalC pre -development
Rational C post -development
Rainfall Intensity 1 yr 24 hr storm
Pre development 1 yr 24 hr peak flow
Post -development 1 yr 24 hr peak flow
Pre/Post 1 yr 24 hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx at the perm pool elevation)
Tap of 1 Oft vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment cleanout top elevation (bottom of pond)
Sediment cleanout bottom elevation
Sediment storage provided
Is there additional volume stored above the state required temp pool'
Elevation of the top of the addibonal volume
Form SW401 Wet Detenten Basin Rev e-9117109
48 975 fe
69 557 fe
46 69
15 in
20345ft1 OK
i
1 20 363 it'
OK volume provided Is equal to or In excess of volume required
it3
Y (Y or N)
39 in
025 (unitless)
065 (unitless)
290 irVhr OK
2 48 fe/sec
645 felsec
3 97 fe/sec
48 50 fmsl
47 00 fmsl
49 00 fmsl
47 50 fni
I 4650 bnsl Data not needed for calculation option R1 but OK if provided
40 00 imsl
i 3900 first Data not needed for calculation option 81 but OK d provided
100 it
N (Y or N)
485 fmsl OK
RECl,wj-V D
JUL 0 6 Z011
BY - -
Parts 1 a II Design Summary Page 1 of 2

Permit No
no be Mo ded by DINO)
I11DESIGN INFORMATION
Surface Areas
Area temporary pool
15 714 ftz
Area REQUIRED permanent pool
6048 fir
SA/DA ratio
4 06 (unNess)
Area PROVIDED permanent pool A,,.
11 437 ftz
OK
Area bottom of 1011 vegetated shelf Ate, van
6 269 tt3
Area sediment cleanout top elevation (bottom of pond) A,.
891 it,
Volumes
Volume temporary pool
20 363 tt3
OK
Volume permanent pool V...
27 697 tt3
Volume frebay (sum of forebays 4 more than one forebay)
5 396 ft3
Forebay % of permanent pool volume
19 5 % %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
MountairdPiedmont SAMA Table Used? ,
N (Y or N)
SAIDA ratio
4 06 (unNess)
Average depth (used in SAIDA table)
Calculation option 1 used? (See Figure 10 2b) i
Y (Y or N)
Volume permanent pool Vm,my
27 697 tt3
Area provided permanent pool A�mjw
11 437 ft3
Average depth calculated (
410 It
OK
Average depth used in SA/DA d„ (Round to nearest 0 511)
40 it
OK
Calculation ophon 2 used? (See Figure 10-2b)
n (Y or N)
Area provided permanent pool A, ,_pw
11 437 f?
Area bottom of 1 Oft vegetated shelf A,, y
6 269 tt3
Area sediment cleanout top elevation (bottom of pond) A,.
891 If
Depth (distance blw bottom of 1 bi shelf and top of sediment)
6 50 ft
Average depth calculated 1
410 It
OK
Average depth used in SA(DA d„ (Round to nearest 0 5ft)
4 0 ft
OK
Drawdown Calculations
Drawdown through onfice9
Diameter of orifice (d circular)
Area of orifice (if non -circular)
Coefficient of discharge (Co)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (C.)
Length of weir (L)
Droving head (H)
Pre -development 1 yr 24 hr peak Bow
Post -development 1 yr 24 hr peak Bow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of tlowpath to width ratio
Length to width ratio
Trash rack for overflow & onfice9
Freeboard provided
Vegetated filter provided?
Recorded drainage easement prowded2
Capures all runoff at ultimate build -out?
Dram mechanism for maintenance or emergencies is
Form SW401 We Detention Basm Rev e-9117109
Y (Y or N)
250 in
m3
0 60 (unitless)
0 50 It
N (Y or N)
(unitless)
(unldess)
It
It
2 48 tt3/sec
645 h3/sec
I 012 ff3/sec
2 03 days
31
10 1
100 It
31
30 1
1 Y (Y or N)
Y It
N (Y or N)
Y (Y or N)
Y (Y or N)
OK draws down in 2 5 days
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
[JULMgVED
0 6 2011
aX7
Parts I & II Desgn Summery Page 2 of 2

Permit No
(to be provided by DWQ)
III REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found An Incomplete submittal package will
result in a request for additional Information This will delay final review and approval of the project Initial in the space provided to
indicate the following design requirements have been met If the applicant has designated an agent, the agent may initial below If a
requirement has not been met, attach justification
Pagel Plan
Initials
(�
Sh t No
I
°
1 Plans (1 50' or larger) of the entire site showing
Design at ultimate build out,
Off site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public nght of way (ROW),
Overflow device, and
Boundaries of drainage easement
(I,IDG
e i 2
2 Partial plan (V = 30' or larger) and details for the wet detention basin showing
Outlet structure with trash rack or similar,
Maintenance access,
Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway,
Basin cross section,
Vegetation specification for planting shelf, and
Filter strip
cAX
2
3 Section view of the wet detention basin (V = 20' or larger) shoving
Side slopes, 31 or lower,
Pretreatment and treatment areas, and
Inlet and outlet structures
i�Z
UZ
4 If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans pnor to use as a wet detention basin
_rbr,_
is
5 A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to venty volume provided
L
(Z L
6 A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized
C[6 �
CALLS
7 The supporting calculations
r
Al[JA(.FW
8 A copy of the signed and notarized operation and maintenance (0&M) agreement
IJQ
9 A copy of the deed restrictions (if required)
COI
WL
WA"E;p
10 A soils report that is based upon an actual field Investigation, soil bonngs, and infiltration tests County
soil maps are not an acceptable source of soils information
RECEIVED
JUL 0 6 2011
Form SW401 Wet Detention Basin Rev 8 9I17I09 Part III Required Items Checklist Page 1 of 1
BY

MEMORY TRANSMISSION REPORT
FILE NO
DATE
TO
DOCUMENT PAGES
START TIME
END TIME
PAGES SENT
STATUS
TIME 07-18-11 11 19
FAX NO 1 910-350-2018
NAME DENR Wilmington
712
07 18 11 16
R 919103468637
8
07 18 11 17
07 18 11 19
8
OK
*** SUCCESSFUL TX NOTICE
st.<. or Noae c.rou..
wumm¢m. Rayia..i Ome.
B.w.y Be..`a P...iva Gov.raor FAX COVER SI�ET D.a F w 6.e'.<.ry
Data ��� �� No P.qw (excl cover)
Co �A� GE >� �✓/�EG� Phone [phone]
l27 C.�J msl Dmvn Exttnsion Wii min Htnn NC 3H109 a (9 i0) 796-TS 15 � M 8qu n1 Oppv�a��nip AM�'���aU vn AVLLan Empioyoe'

State of North Carohna
Department of Environment and Natural Resources
Wilmington Regional Office
Beverly Waves Perdue, Governor FAX COVER SHEET Dee Freeman, Secretary
Date
To Gfi�, s�/� �g G Z-
Co
Fax
Re d�5 Gf 7Z
No Pages (excl cover) /
From Jo Casmer
Phone [phone]
Fax [phone]
�/irr . -/- / S - ' C.-e c:!/ — '- d e - eq y / '-)
127 Cardinal Drive Extension, Wilmington NC 28405 o [phone] o An Equal Opportunity Affirmative Action Employer

Intracoastal Engineering PLLC
July 6, 2011
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn: Janet Russell
Re Bailey Shoppes @ Hampstead
PN 300-012
Dear Ms Russell,
Please find enclosed (i) original and (1) copy of the Stormwater application
(SWU-io1), (1) Original and (1) copy of Sedimentation and Erosion Control Application,
(1) express fee ($4,000 oo), (1) Disturbance Fee ($26o oo), (1) Wet Detention
supplement, (1) Stormwater Narrative, (1) Erosion Control Narrative, (1) USGS Map (1)
copy of the deed, (2) Highlighted Drainage area plans, (2) sets of calculations, and (4)
sets of plans for the above referenced project
Please review for approval and contact us with any questions, comments or additional
information needed
Sincerely,
Intracoastal Engineering PLLC
I la
Charles D. Cazier, P.
JUL 0 6 2011
91 Pelican Point Rd Wilmington, NC 28409 [phone]

07/06/11
Stormwater Narrative
Bailey Shoppes Hampstead
Pender County, NC
PN 300-012
Bailey Shoppes of Hampstead is an existing vacant tract of 3 42ac The site is
located at US Hwy 17 between Hampstead United Methodist Church and an Existing
Strip Mall The site is proposed as High Density to be treated by Wet Detention The
3 42 ac drainage area includes a 12,2oosf building, 49,422sf of parking, 5,000sf future
and 2,935sf of sidewalk totaling 69,557 sf of impervious area (46 7% impervious)
The site has been designed to treat the 15" runoff and iyr 24hr pre -post
requirements Runoff will be routed to catch basins and piped to the Wet Detention
Pond Overflow from the site will be routed by existing drainage swales to Godfree
Creek Classification C, SW
JUL 0 6 2011

pplied Resource Management, i'.C.
Ma, - --
Intracoastal Engineering, PLLC
Attn Charles Cazier
91 Pelican Point Road
Wilmington, NC 28409
Re Storm Water Evaluation
Jesse Lea Tract !
Hampstead, Pender'County, NC ,
Mr Cazier,
Please find below a report referencing a soil and site evaluation for ,the above
referenced site, located on Highway 17 in Hampstead, North Carolina
10 Introduction/Purpose
The purpose of the sod and site evaluation was to determine the feasibility of
- disposing and/or storing storm water,withm appropriate storm water devices
proposed on the site -
2 0 Methods'
(Refer to Figures 1 and 2)
The areas were evaluated using hand auger borings Auger borings were made
4 at varying locations within the proposed basin location as shown in Figure 1 Soil
borings were advanced to a depth of at least 48 inches and profile descriptions
recorded The seasonal high water table was determined by the indication of
redoximorphic features and/or colors of chroma 2 or less (Munsell Color Book) at
>2% of the sod volume in mottles or matrix of a horizon or horizon subdivision
Field work was conducted at the site on May 17, 2011
3 0 Results/Findings
(Refer to Figure 1, and Appendix A)
The basin areas were characterized by sods with a seasonal high water table that
was noted to be less than 12 inches from the natural sod surface as indicated by
the presence of redoximorphic features and/or colors, of chroma 2 or 'less
(Munsell Color Book) at >2% of the sod volume in, mottles or matrix of a horizon
or horizon subdivision A detailed profile description sheet for each boring
location is in Appendix A
P "rya :sCEiA�i E,D
JUL 0 6 2011
.x
1\ 1
PO Box 882
Hampstead, NC 28443
910 270 2919
FAX [phone]

a
n
May 23, 2011
4 0 Limitations
The data contained in this report is limited to that information specifically
requested by Intracoastal Engineering PLLC and may not be inclusive of all data
Analyses and conclusions of this report,, interpretation between data points, and x-
subjective subsurface interpretation, may not be completely representative,of all,
subsurface condition's
This investigation furthermore does not provide conclusive data on limits of
impact or other interpolations where, indicated by question marks or where
otherwise qualified
Conclusions and recommendations of'this investigation and report are based on
the best available data in an effort to assist in the understanding, control and/or
site planning and preparation No guarantee is'expressed or implied that new or
additional data and/or scientific measures will not be required for ultimate
solution of the existing project —
Should you have any questions or concerns please do not hesitate to contact me at
, [phone]
Sincerely,
ra��wiet LS-li ks
Walter D Giese, LSS, IRS
-Sod Scientist ,
1+ M ay 10 (, (
LF
Mks
Gene Yo IRS
Enwronmen a cientist
Y�
a
JUL 0 6 2011
a
L
2

FIGURES
JUL 0 6 2011
i
I=K

r—
L
1 )
® Soil Boring Location (apprommate)
f
Map adapted from preliminary layout by Intracoastal Engineering dated 4-29-1 1
TITLE Soil Profile and Ksat Test FIGURE
Ile
Resource Maria ement P G Location
A(9�1
xHampstead N8 a JOB SCALE DATEDRAWN BY
0) 270 2919 FAX [phone]
07078 1 "= 100 5/18/1 1 GY

Jesse Lea Tract
Stormwater Infiltration Study
Soil Profile Description
Pender County, North Carolina
May 17, 2011
Logged By Gene Young, RS
Soil Boring 1
Soil Description
0 — 4 inches Black (10YR 2/1) loamy sand/sandy loam, granular, friable, non -
expansive
4 - 10 inches Gray (10YR 5/1) loamy sand, granular, very friable, non -
expansive
10 - 14 inches Black (10YR 2/1) sandy loam, sub -angular blocky, friable, slightly
expansive
14 - 30 inches Dark olive brown (2 5Y 3/3) sandy loam, sub -angular blocky,
friable, slightly expansive with very dark grayish brown (2 5Y 3/2)
and brownish yellow (10YR 6/6) mottles
30 —42 inches Dark gray (2 5Y 4/1) sandy loam, sub -angular blocky, friable,
slightly expansive with very dark grayish brown (2 5Y 3/2) mottles
42 — 48 inches Gray (2 5Y 6/1) sandy loam, sub -angular blocky, friable, slightly
expansive with dark grayish brown (2 5Y 4/2) mottles
Seasonal High Water Table <12"
M c r. ` .a] d�D
JUL 0 6 1011
BY __

Jesse Lea Tract
Stormwater Infiltration Study
Soil Profile Description
Pender County, North Carolina
May 17, 2011
Logged By Gene Young, RS
Soil Boring 2
Sod Description
0 - 3 inches Black (10YR 2/1) loamy sand, granular, very friable, non -
expansive
3 - 8 inches Very dark grayish brown (10YR 3/2) loamy sand, granular, friable,
non -expansive
8 - 12 inches Dark grayish brown (2 5Y 4/2) sandy loam, sub -angular blocky,
friable, slightly expansive with gray (2 5Y 6/1) mottles
12 - 34 inches Gray (2 5Y 6/1) sandy loam, sub -angular blocky, friable, slightly
expansive with olive yellow (2 5Y 6/8) mottles at 16"
34 — 48 inches Gray (10YR 5/1) sandy clay, massive, very firm, expansive
Seasonal High Water Table <12"
JUL 0 6 1011
BY

Pender GIS - Deed Search
Page 1 of 1
The office of the Register of Deeds for Pender County hereby DISCLAIMS, and the user hereby WAIVES
any warranty, implied or otherwise, as to the correctness of the information contained herein
Deed Book 1 1520 LJI page 0190 001 ipg _ Previous _ Next
a G��
8K 1520PG 190
no rt. ,twrn.r er.Parin9 tm. fo.crvoeat na. e ll r�
<eora .e.rm or title amwala.uan
propartr Como sews iced vale. tn.. m 1.
.nawa by ti..nttan and .19ned ne t 'IT@-0,r,j 17 112 50
Aeet,d
JfifC: rl Sel E0000 JDyep IW Snd yeflflBD
P6 UGEL U iTENC Pender coyofJe ss dy)�j 1
'M i of ao P..l Iemti[ier No
Ver f✓edd By nt)9 Canny ou the _ day of _
or 1Y
Wit .[for recoMlo9 to
Thi. instrument prepared by Bibevt.in L Nuvalea Attorneys at We
P O Box 438 Brinar BC 28125
arlef Aaerlpilon far the index I Lot. 1. iwod— county
NORTH C�AROLINA GENERAL WARRANTY DEED
THIS DIED made this &Lh day of October 1999 by and between
mw.Troe maxrsa
JO..e B Lee Be and wife J.... a L.a Be .nd off.
Jaow.line B Iwo Jacqueline B La.
as Tanana in C®on
The designation Grantor and Grantee as used herein shall include said
parties their heirs successors and assigns and shall include singular plural
masculine feminine or neuter as required by context
HITNBBBSTH that the Grantor for a valuable consideration paid by the
Grantee the receipt of which is hereby acknowledged has Bud by these presents
does grant and convey unto the Grantee in fee simple all that certain lot. or
parcels of land situated in Pender County North Carolina currently owned by me
TO HAVE ANO TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple
And the Grantor covenants with the Grantee that Grantor is seized of the
premises in fee simple has the right to convey the same in fee .lmple that
RECEIVED,
JUL 0 6 2011
BY
http //gls pendercountync gov/RODSearch/default aspx 7/5/2011

North Carolina Secretary of State
Page 1 of 2
North Carolina
Elaine F Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh NC 27626-0622 [phone]
Date 7/5/2011
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Corporation Names
Name
Name Type
NC BAILEY & FULLER
LEGAL
PROPERTIES LLC
NC BAILEY & FULLER
PREV LEGAL
CHECKERS LLC
Limited Liability Company
Information
SOSID
0690905
Status
Current -Active
Effective Date
9/1512003
Dissolution Date
Annual Report Due Date
Citizenship
DOMESTIC
State of Inc
NC
Duration
PERPETUAL
Annual Report Status
CURRENT
Registered Agent
Agent Name
LANIER CHARLES S
Office Address
114 OLD BRIDGE STREET
JACKSONVILLE NC 28540
Mailing Address
114 OLD BRIDGE STREET
JACKSONVILLE NC 28540
Principal Office
Office Address
405 D WESTERN BLVD
JACKSONVILLE NC 28546
Mailing Address
405 D WESTERN BLVD
JACKSONVILLE NC 28546
Officers
Title
MANAGER
Name
BAILEY
Business Address
P O BOX 400
JACKSONVILLE NC 28541
Title MANAGER
Name CHRISTOPHER W BAILEY BAILEY
Business Address PO BOX 687
WRIGHTSVILLE BEACH NC 28480
Title MANAGER
Name CAMERON C BAILEY BAILEY
- �"' VBD
JUL 0 6 1011
BY
http //www secretary state nc us/corporations/Corp aspx9Prtemld=5689790 7/5/2011

7/5/2011
CDC
Bailey Shoppes @ Hampstead
Pond Calculations
300-012
Total Drama
a Area
s Q
q
acres
US 975
342
Impervious Area
Land Use
sq ft
acres
buildings
12 200
028
Arkin /as halUfuture 5000
54422
125
sidewalks
2 935
007
Total
69 557
160
Stormwater Calculations
Time of Concentration
Hydraulic Length (L) = 1 200 ft
change in Height (H) = 3 ft
Tc=(L'/H)' 1128
18 43 min
Flow for 1 year 24 hour Storm (01)
QPRE _ (CPRE) x (11) X (Area)
2 48 cfs
QPosT = (CnST) x 00 x (Area)
5 75 cfs
Detention Pond Design
Pond Size
Elevation
ft )
Surface Area
(scl It
Normal Pool
4700
11 437
Flood Pool
4850
15 714
Top of Bank
5000
18 300
Bottom of Pool
1 4000
891
% impervious = 0 467
= 46 7%
say 47 0%
CPRE = 025
CPosT = (% imp )( 95)+(1 % imp )( 25)
058
It = 2 90 m/hr
Ito= 813 m/hr
Flow for 10 year 24 hour Storm (010)
QPRE - (CPRE) x (1,0) x (Area)
6 95 cfs
QPosT = (CPgsT) x (110) x (Area)
16 13 cfs
State Surface Area Requirement at normal pool
Pond side slopes = 3 1
Depth below N P = 4 it
SAIDA = 00406
(Chart for 90%TSS Removal for Wet Detention
Pond without Vegetative Filter
Required SA = (SAIDA) x (Total Drainage Area)
6 048 sq ft
Provided Storage Volume Average Depth Calculation
Vol = [(Normal pool SA + Flood Pool SA) 121 d= [0 25 x (1+ BVS SA/NP SA)) + [((BVS SA +Bum SAv2)x(D/BVS SA)1
x (F P elev N P elev) - 410 If
20 363 cu ft
State Volume Required for Storaqe of first 1 5 of runoff
Rv = 06+ 009(% imp)
0 470213
V= (Design mmfall)(Rv)(Drainage Area)
8 756 cu ft
State Volume Required for lvr 24 hr Pre -Post
Rvpre = 05+ 009(% imp)
005
V= (Design rainfall)(Rvpost Rvpre)(Drainage Area)
20 345 cu ft
State Volume Required for 1 r 24 hr Pre -Post
Rvpost = 05+ 009(% imp)
0 470213
G A R o///i
�= oFESS/o
a SEAL -
= 032555 =
yGINE� Qom,
JUL O 6 2011 �''��ZFS p
BY
300 012 pond As 1 of 2

7/5/2011
CDC
Bailey Shoppes @ Hampstead
Pond Calculations
9IPI11111M
Pond Volume
Bottom SA = 891 sq If el 40 00
Btm Vag Shelf SA = 6 269 sq It el 46 50
Normal Pool SA = 11 437 sq ft el 47 00
Vol = [(NP SA . BVS SA) / 2] x (NP el BVS el )♦[(Bottom SA - BVS SA) / 2] x (Bottom el BVS el )
- 27 697 cu ft
Forebav
Required Volume
Vol = 20% of Temporary storage provided
4 073 cu fl
Outlet Structure Design
Flow for 2-day drawdown
for Required Volume
Q = Required Vol 1172 800 sec (2-days)
0 118 cfs
Required Area of Pipe for 2-day drawdown
A= Q/[Cd x SQRT(2 x g x h)]
Cd= 06
9= 322 ft/s2
In = (F P elev N P elev ) /3
05ft
A = 00346 sq ft
Diameter of Pipe for 2-day drawdown
DIA = SQRT[(A x 4) / pi]
= 0 2098 ft
2 52 in
'Use 2 5 In diameter pipe
Drawdown time 2 5 pipe = 2 03 days
Provided Volume
Vol = Listed from existing permit
5 396 cu ft
Flow for 5-day drawdown
for Required Volume
Q = Required Vol / 432 000 sec (5-days)
= 0 047 cfs
Required Area of Pipe for 5-day drawdown
A= Q/[CcI x SQRT(2 x g x h)]
Cd= 06
9= 322 ft/s'
h= (F P elev N P elev) / 3
05ft
A = 0 0138 sq ft
Diameter of Pipe for 5-day drawdown
DIA = SORT[(A x 4) / p]
01327 ft
1 59 In
300-012 pond xls
2of2 JUL 0 6 2011
BY

_N
7/5/2011
CDC
Bailey Shoppes @ Hampstead
Pond Calculations
300-012
Total Drama
a Area
s ft
acres
148 975
1 342
Impervious Area
Land Use
sq it
acres
buildings
12 200
028
Arkin /as halVfuture IS 000
54 422
1 25
sidewalks
2 935
007
Total
69 557
160
Stormwater Calculations
Time of Concentration
Hydraulic Length (L) = 1 200 ft
change in Height (H) = 3 If
Tc = (L' /H)''" / 128
= 1843 min
Flow for 1 year 24 hour Storm (Q1)
QPRE - (CPRE) x (11) x Area
= 2 48 cfs
QPOST = (CPosT) x (11) x (Area)
5 75 cfs
Detention Pond Design
Pond Size
Elevation
ft
Surface Area
s It
Normal Pool
4700
11 437
Flood Pool
4850
15 714
Top of Bank
5000
18 300
Bottom of Pool
4000
891
% impervious = 0 467
=467%
say 47 0%
CPRE = 025
CPOST = (% imp )( 95)+(1 % imp )( 25)
058
I1 = 2 90 inthr
110 = 8 13 in/hr
Flow for 10 year 24 hour Storm (Q1o)
QPRE _ (CPRE) x (110) x (Area)
= 6 95 cfs
QnST = (CPOST) x (110) x (Area)
16 13 cfs
Slate Surface Area Requirement at normal pool
Pond side slopes = 3 1
Depth below N P = 4 It
SAIDA = 00406
(Chart for 90% TSS Removal for Wet Detention
Pond without Vegetative Filter
Required SA = (SAIDA) x (Total Drainage Area)
6 048 sq If
Provided Storage Volume Avera a Depth Calculation
Vol = [(Normal pool SA + Flood Pool SA) 121 d= [0 25 x (1+ BVS SA/NP SA)1 + [((BVS SA +Btm SA)/2)x(D/BVS SA)]
x (F P elev N P elev) - 410 ft
20 363 cu ft
State Volume Required for Storaoe of first 1 5 of runoff
Rv = 05+ 009(% imp)
0 470213
V= (Design rainfall)(Rv)(Drainage Area)
8 756 cu ft
Slate Volume Recurred for lvr 24 hr Pre Post
Rvpre = 05+ 009(% imp)
005
V= (Design ramfall)(Rvpost Rvpre)(Dramage Area)
20 345 cu It
State Volume Required for 1 r 24 hr Pre Post
Rvpost= 05+ 009(% imp)
0 470213
IC AR01111
2 OFESS/
0 i1-
Q. y y ;
4 SEAL 9r =
= 032555 =
F
�'y• NO EQ;•��:
INE
gQzI'S
�///IIII11 �
RECEIVED
300-012 pond As JUL 0 6 2011 1of2

7/5/2011
CDC
Bailey Shoppes @ Hampstead
Pond Calculations
300 012
Pond Volume
Bottom SA = 891 sq It el 40 00
Btm Vag Shelf SA = 6 269 sq It el 46 50
Normal Pool SA = 11 437 sq It el 47 00
Vol = [(NP SA + BVS SA) / 2] x (NP at BVS el )+[(Bottom SA + BVS SA) / 2] x (Bottom el BVS el )
- 27 697 cu ft
Forebav
Required Volume
Vol = 20% of Temporary storage provided
4 073 cu It
Outlet Structure Design
Flow for 2 day drawdown
for Required Volume
0 = Required Vol / 172 800 sec (2-days)
= 0 118 cfs
Required Area of Pipe for 2-day drawdovm
A= 0/[Cd x SORT(2 x g x h)]
Cd= 06
g= 322 ft/s2
h = (F P elev N P elev ) /3
- 05ft
A = 0 0346 sq ft
Diameter of PiDe for 2-dav drawdown
DIA = SORT[(A x 4) / pi]
= 0 2098 ft
2 52 in
'Use 2 5 in diameter pipe
300-012 pond As
Drawdown time 2 5 pipe = 2 03 days
nEC .WED
JUL 0 6 2011
n Y
-L�-
2 of
Provided Volume
Vol = Listed from existing permit
5 396 cu ft
Flow for 5 day drawdown
for Required Volume
O = Required Vol 1432 000 sec (5-days)
= 0 047 cfs
R
equired Area of Pipe for 5-day drawdown
A= 01 [CcI x SORT(2 x g x h)]
Cd= 06
9 = 322 ft /s2
h= (F P elev, N P elev) / 3
= 05ft
A= 00138 sq 8
Diameter of Pipe for 5-day drawdovm
DIA = SORT[(A x 4) / pi]
01327 It
1 59 in

�Fy�A North Carolina Department of Environment and
�•1 Natural Resources
NCDENR Request for Express Permit Review
FILL-IN all the information below and CHECK the Permit(s) you are
Coordinator along with a completed DETAILED narrative, site plan
of the project location Please include this form in the application F
For DENR Use pp
Renewer t`
Subn ( Wca
ems_
T� / , G}
Confirm —1
for express review FAX or Email the completed form to Express
• Asheville Region Alison Davidson 828 296 4698,alison davidson(g ncdenr gov
• Fayetteville or Raleigh Region -David Lee 919-791-4203, david lee(a)ncdenr gov
• Mooresville & -Patrick Grogan 704-663-3772 or Patrick grogan0mcdenr gov
• Washington Region Lyn Hardison 252-946-9215 or Ivn hardison(a)ncdenr gov
• Wilmington Region Janet Russell910-350-2004 ortanet russell(iDncder r gov
NOTE Project application received after 12 noon will be stamped in the following work day
Enter Related SW
Permits of request
SW
SW
SW
SW
SW
?JPs5tr-"
Project Name BAILEY SHOPPES (a), HAMPSTEAD County PENDER
Applicant MR CHRIS BAILEY Company BAILEY AND ASSOCIATES INC
Address PO BOX400 City JACKSONVILLE, State NC Zip 28451
Phone [phone], Fax [phone], Email cwbailev@bailevandassociates biz
Physical Location HWY 17 BETWEEN 15395 AND 15489
Project Drains into GODFREE CREEK waters - Water classification C SW (for classification see-http I/h2o enr state nc us/bims/reports/reportsWB html)
Project Located in CAPE FEAR RIVER River Basin Is project draining to class ORW waters? N , within'h mile and draining to class SA waters N or within 1
mile and draining to class HQW waters? N REC�',«IEI�
Engineer/Consultant CHARLES CAZIER Company INTRACOASTAL ENGINEERING PLLC
Address 91 PELICAN POINT RD City WILMINGTON, State NC Zip 28409 _ JUN 2 $ 1011
Phone [phone] Fax _ _ _ Email Chadie@Intracoastalengineenng coin
SECTION ONE REQUESTING A SCORING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ ❑ DCM, ❑ DLR, ❑ OTHER _
SECTION TWO CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination _ If of stream calls - Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quakily Certification ❑ Isolated Wetland (_linear fl or _acres)
❑ Riparian Buffer Authorization El Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density Curb & Gutter _ # Curb Outlet Swales ❑ Off site [SW (Provide permit #)]
® High Density Detention Pond 1 # Treatment Systems ❑ High Density Infiltration _ #Treatment Systems
❑ High Density -Bio Retention _ # Treatment Systems El High Density -SW Wetlands _ # Treatment Systems
❑ High Density Other 1 # Treatment Systems /❑ MOD ❑ Major ❑ Minor ❑ Plan Revision ❑ Redev Exclusion SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 3 6 acres to be disturbed (CK # (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes ® No Buffer Impacts ® No ❑ YES —acre(s)
Wetlands Delineation has been completed ❑ Yes ® No Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed ❑ Yes ® No 404 Application in Process w/ US ACOE ❑ Yes ® No Permit
Received from US ACOE ❑ Yes ® No
For DENR use only
Fee Split for multiple permits (Check # 1 Total FeeAmount $
SUBMITTAL DATES
Fee
i
I SUBMITTAL DATES
Fee
CAMA
$
Variance ([IMaj, [I Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401
$
Los
$
Stream Deter,_
$
NCDENR EXPRESS March 2009

0
06/28/11
Stormwater Narrative
Bailey Shoppes Hampstead
Pender County, NC
PN 300-012
Bailey Shoppes of Hampstead is an existing vacant tract of 3 42ac The site is
located at US Hwy 17 between Hampstead United Methodist Church and an Existing
Strip Mall The site is proposed as High Density to be treated by Wet Detention The
3 42 ac drainage area includes a ii,000sf building, 67,974sf of parking and 2,971sf
totaling 83,145 sf of impervious area (55 8% impervious)
The site has been designed to treat the 15" runoff and iyr 24hr pre -post
requirements Runoff will be routed to catch basins and piped to the Wet Detention
Pond Overflow from the site will be routed by existing drainage swales to Godfree
Creek Classification C, SW

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