SW8110614_HISTORICAL FILE_20141201

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 110U ly
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
zo \ ,-1 I Z o I
YYYYMMDD

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
December 1, 2014
Christopher W Bailey, Manager
Bailey & Fuller Properties, LLC
P O Box 400
Jacksonville, NC 28541
Subject State Stormwater Management Permit No SW8 110614 MOD
Bailey Shoppes at Hampstead
High Density Wet Detention Pond Project
Pender County
Dear Mr Bailey
John E Skvada, III
Secretary
The Wilmington Regional Office received a complete, modified Stormwater Management Permit
Application for Bailey Shoppes at Hampstead on November 7, 2014 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 SW8 110614
Modification dated December 1, 2014, for the construction, operation and maintenance of the BMP's and
built -upon area 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 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 following modifications are included and covered by this permit
1 Additional impervious area has been added to the parking lot and to the future allocation
2 The temporary pool elevation has been raised in order to provide more storage volume
If the property for this project has been/will be sold or legally transferred to another entity OR, the project
or permit holder has changed its name and/or mailing address, it is your responsibility as the perrnittee to
submit a completed and signed Name/Ownership change form to DEMLR at least 30 calendar days prior
to making the changes These forms are available on our website at htra //pottal ncdenm org/web/h/state-
stoimwater-forinc does
Division of Energy Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • [phone] / Fax [phone]

Mr Christopher W Bailey
December 1, 2014
If any parts, requirements, or hi stations contained in this permit are unacceptable, you have the tight to
request an adludicatory heating 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 filtng 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 corn Unless such demands are made this permit shall be final and binding
If you have any questions, or need additional information concerning this matter, please contact Steve Pusey
at [phone]
Since ely,
57m Tracy Davis, P E , Director
Division of Energy, Mineral and Land Resources
GDS/ sgp \\\Storrnwater\Permits & Protects\2011\110614 HD\2014 12 permt 110614
cc Charles Cazier, PE — Intracoastal Engineering, PLLC
Pender County Building Inspections
Wilmington Regional Office Stormwater File
Page 2 of 2

State Stormwater Management Systems
Permit No SW8 110614 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
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 4 of this permit The stormwater control has been
designed to handle the runoff from 84,442 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 9,185 square feet
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 3 of 8

State Stormwater Management Systems
Permit No SW8 110614 MOD
The following design criteria have been provided in the wet detention pond and must
be maintained at design condition
Drainage Area, Acres
Onsite, ft
Offsite, ft2
Total Impervious Surfaces, ft2
Onsite, ft
Offsite, ft2
Design Storm, inches
d Average Pond Design Depth, feet
e TSS removal efficiency
f Permanent Pool Elevation, FMS.g
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
12
342
148,975
N/A
84,442
84,442
N/A
1 5" and pre -post 1-yr, 24 hr storm
4
90%
47
11,437
24,824
488
248
2 5" 0 pipe
012
5,396
N/A
Godfrey Creek / Cape Fear
18-74-49-1
"C, Sw"
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
During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately
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
a Access to the outlet structure must be available at all times
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
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 4 of 8

State Stormwater Management Systems
Permit No SW8 110614 MOD
7
10
Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ The records will indicate the date, activity, name of
person performing the work and what actions were taken
If the stormwater system was used as an
to design condition prior to operation as
occupancy of the facility
Erosion Control device, it must be restored
stormwater treatment device, and prior to
Access to the stormwater facilities for inspection and maintenance shall be maintained
via appropriate recorded easements at all times
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
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
2 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
3 Failure to abide by the conditions and limitations contained in this permit may subject
the Permittee to enforcement action by the Division of Water Quality, in accordance
with North Carolina General Statute 143-215 6A to 143-215 6C
Page 5 of 8

State Stormwater Management Systems
Permit No SW8 110614 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, 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 1st day of December, 2014
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 110614 MOD
Page 6 of 8

' DWQ USE ONLY
Date Received
Fee Paid
Permit Number
-
� D
Applicable Rules ❑ Coastal SW -1995 ❑ Coastal SW - 008 ❑ 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 onginal
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 Q Hampstead
2 Location of Project (street address)
City NA County Pender Zip 28443
3 Directions to project (from nearest major intersection)
From the intersection of Hwy 17 and NC 210 Travel north on 17 approximately 0 83 miles and site is on your
left between 15395 Hwy 17 and 15489 Hwy 17
4 Latitude 340 22' 32 22' N Longitude 77' 42' 09 05" W of the main entrance to the project
Itsti"t IYt O Yi]Nu/:YY16101
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 number SW8 110614 , its issue date (if known) July 15, 2011 , 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, mformation on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748)
❑LAMA Major
®Sedimentation/Erosion Control 5 4 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
ECEIVE
NOV 0 7 2014
BY
Form SWU-l0l Version 07Jun2010 Page 1 of

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 protect)
Applicant/Organization Batley & Fuller Properties LLC
Signing Official & Title Christopher W Bailey/Manager
b Contact information for person listed in item 1a above
Street Address PO Box 400
City Jacksonville
Mailing Address (if applicable)
City _
Phone
Email
State NC Zip 28541
State
Fax
Zip
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 Prmt 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 mformahon for person listed in item 2a above
Street Address
City
Mailing Address (if applicable)
City
Phone ( 1
Email
State
State
Fax
Zip
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
Other Contact Person/Organization NA
Signing Official & Title
b Contact information for person listed to item 3a above
Mailing Address
City _
Phone
State
Fax
Zip
Email
4 Local jurisdiction for budding permits Pender County
Pomt of Contact Fred Sands Phone # 910 9 -5b
W2d % 2
BY
Fonn SWU-101 Version 07Jun2010 Page 2 of 6

IV PROJECT INFORMATION
1 In the space provided below, hrLefly summarize how the stormwater runoff will be treated
Runoff will be routed to an onsite Wet Detention basin sized to meet the 1 5" and lyr 24hr Pre -Post
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 Budding Permit Issued Date
❑ Other Date
b If claiming vested rights, identify the regulahon(s) the project has been designed in accordance with
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3 Stormwater runoff from this project drains to the Cape Fear 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 following the normal pool of anpounded structures, the area
between the area
of streams and rivers, the area below the Normal High Water (NFiiM line or Mean High Water
(MHW) lute, and coastal wetlands landward from the NHW (or MHD� line The resultant project area is used to
calculate overall percent built upon area (BUA) Non -coastal wetlands laiidroard of the NHW (or MHW) lone may
be included in the total project area
8 Project percent of impervious area (Total Impervious Area / Total Project Area) X 100 = 56 68 %
9 How many drainage areas does the project have?l (For high density, count 1 for each proposed engineered
stormwater BMP For low densihj and other projects, use 1 for the whole property area)
10 Complete the following mformahon 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
Drama e 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 (so
148,975
Off -site Drainage Area (so
0
Proposed Impervious Area** s
84,442
% Impervious Area** total
5668
Impervious- Surface Area
Drainage Area
Drainage Area
Drama e Area
Drainage Area _
On -site Buildings/Lots (so
12,200
On -site Streets (so
On -site Parking (so
60,122
On -site Sidewalks (so
2,935
Other on -site (so
Future (so
9,185
Off -site (so
Existing BUA*** (so
Total (so
84,442
Stream Class and Index Number can be determined at litt i iortal iiedenr on )eb i 4 is dThMaBitctdBliI
" Impervious area a defined as the built upon area including, but not limited to, bmldin s roads, parking areas,
sidewalks, gravel areas, etc V
*`* Report only that amount of existing BUA that will remain after development Do not report any existing A-fiiat
is to be removed and which will be replaced by new BUA
Form SWU-101 Version 07Jun2010 Page 3 of 6

11 How was the off -site impervious area listed above determined? Provide documentation
Projects in Union County 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 http //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/itis/su/statesw/forms_docs 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 http //portal ncdenr org/web/wg/ws/su/maps )
Please indicate that the following required information have been provided bV 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 //poital ncdenr org/web/wq/ws/su/statesw/forms_docs
1 Original and one copy of the Stormwater Management Permit Application Form
2 Original and one copy of the signed and notarized Deed Restrictions & Protectiv
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
hn //www envhelp 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/managementfor
the project This its 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 its reported as class SA or the
receiving stream drams to class SA waters within 1/2 mile of the site boundary, include the lh
mile radius on the map
7 Sealed, signed and dated calculations
MEM
v—AJ�
1�
8 Two sets of plans folded to 8 5" x 14" (sealed, signed, & dated), including r&
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 NHW lines
• 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
n 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
l Details of roads, drainage features, collection systems, and stormwater control measures
inWetlands delineated, or a note on the plans that none exist (Must be debit
qualified person Provide documentation of qualifications and identify the�ia i9
made the determination on the plans
n Existing drainage (including off -site), drainage easements, pipe sizes, runo al ' i o�s]
o Drainage areas delineated (included in the main set of plans, not as a sepa document)
p Vegetated buffers (where required) fiV
Form SWU 101 Version 07Jun2010 Page 4 of 6

9 Copy of any applicable soils report with the associated SHWT elevations (Please identify _fl) C 0
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' x11" copy of the NRCS County Soils map with the
project area clearly delineated For projects with infiltration BMPs, the report should also
include the sod type, expected infiltration rate, and the method of determining the infiltration rate
(Infiltration Devices submitted to WIRO Schedule a site visit for DWQ to venfij the SHWT prior
to submittal, [phone] )
10 A copy of the most current property deed Deed book 35 Page No 144
11 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 1a, 2a, and/or 3a per NCAC 21-1 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
http / /www secretary state nc us/Corporations/CSearch aspxx
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
http //portal ncdenr org/web/wn/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 mformation on your behalf for this project (such as
addressmg requests for additional information)
Consulting Engmeer Charles D Cazier
Consulting Firm Intracoastal Engineering, PLLC
Mailing Address 91 Pelican Point Rd
City Wilmington State NC Zip 28409
Phone (910 ) 409-3567
Email Charhe®intracoastalengmeenng com
Fax (NA )
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) NA , certify that I
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact Information, item In) with (pant or hjpe name of organization listed in
Contact Information, item la) 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
EC EI V E
NOV 0 7 2014
BY—
Form SWU-101 Version 07Jun2010 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity lusted 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
a Notary Public for the State of
do hereby certify that
before me this _ day of
Date
County 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 hjpe name of person listed in Contact Information, item 1a) Christopher W Badeit
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project 11 be co tructed inconformance with the approved plans, that the required deed restrictions
and protectiv cov an wi be recorded, and that the proposed project complies with the requirements of the
applicable s ra ater under 15A NCAC 2H 1000, SL 2006-246 (Ph II - Post Construch n) or L 2008-211
Signature U � Datg� L�
I, ma yqaa ` l a Notary Public
,for the State of A,0f-4-M (�LgV�A - , County of
) do hereby certify that � � 14D6A o (�� personally appeared
before me this day of _ 0(imL , and/acknowledge the du execution of the application for
a stormwater permit Witness my hand and official seal, ��G
�.%`11aA irr''�,
L
.��4%N 0sF's
%%OTAIjk
2 'RBLIG U
SEAL
My commission expires '-'95 _ t r, 0r4 2015
ECVE
NOV 0 7 20%
13Y
Form SWU-101 Version 07Jun2010 Page 6 of 6

12/1/2014
Corporations Division
.f
North Carolina
Elaine F Marshall DEPARTMENT OFTHE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh NC 27826-0622 [phone]
Click Here To
View Document Filings File an Annual Report Print a Pre -Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Prev Legal Bailey & Fuller Checkers, LLC
Legal Bailey & Fuller Properties, LLC
Limited Liability Company Information
Sosld
0690905
Status
Current -Active
Annual Report Status
Current
Citizenship
Domestic
Date Formed
9/15/2003
Fiscal Month
December
State of Incorporation
NC
Registered Agent
Bailey Warren G
Corporate Addresses
Mailing
405 D Western Blvd
Jacksonville, NC 28546-6851
Principal Office
405 D Western Blvd
Jacksonville NC 28546-6851
Reg Office
405 D Western Blvd
Jacksonville NC 28546-6851
Reg Mailing
405 D Western Blvd
Jacksonville NC 28546-6851
Company Officials
Managing Member Bailey and Associates Inc
405 D Western Blvd
Jacksonville NC 28546
Member Ashley B Fuller
1425 Canterbury Rd
Raleigh NC 27608
Member Luke D Fuller
1425 Canterbury Rd
Raleigh NC 27608
Member Bailey A Fuller
1425 Canterbury Rd
Raleigh NC 27608
Member Cameron C Bailey
2013 Trimaran Place
Wilmington NC 28405
Member William W Bailey
2013 Trimaran Place
https //www secretary state nc us/Search/profcorpl5689790
*1
Account
Login
Register
irk]

12/1/2014 Corporations Division
Wilmington NC 28405
Member Christopher W Bailey
111 Seapath Estates
Wrightsville Beach NC 28480
https /hvww secretary state nc u /Search'profcorp/5689790 212

LIMITED LIABILITY COMPANY
ANNUAL REPORT
E-Filed Annual Report
5689790
Do not data enter manually
NAME OF LIMITED LIABILITY COMPANY Bailev & Fuller Properties LLC
REPORT FOR THE YEAR 2014 STATE OF INCORPORATION NC
SECRET ARY OF STA I E L L C ID NUMBER 0690905
NATURE OF BUSINESS Rental Real Estate
REGIS IERED AGENT BAILEY WARREN G
REGISTERED OFFICE MAILING ADDRESS 405 D Western Blvd
Jacksonn ille NC 28546-6851
REGISTERED OFFICE STREET ADDRESS 405 D Western Blvd
Jacksotn ille NC 28546-6851 Onslow County
PRINCIPAL OFFICE TELEPHONE NUMBER [phone]
PRINCIPAL OFFICE MAILING ADDRESS 405 D Western Blvd
Jacksonville NC28546-6851
PRINCIPAL OFFICE STREET ADDRESS 405 D Western Blvd
Jacksonville NC28546-6851
Company Officials
Name Ashley B Fuller
Tide Member
Addi ess
1425 Camerbur Rd
Raleigh NC 27608
Name Luke D Fuller
Title Member
Address
1425 Canterbury Rd
Raleigh NC 27608
Name BadevAFullei
Title Member
Address
1425 Canter bury Rd
Raleigh NC 27608
Name Cameron C Badev Name William W Bailey Name Christopher W Bailey
Title Member Title Member Tide Member
Address ' Address Address
1013 Trimaran Place 2013 Trimaran Place III Seapath Estates
Wilnnngton NC 28405 Wilmington NC 28405 Wrightsville Beach NC 28480
CERI IFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
Bailey and Associates, Inc by Christopher W Bailey - Pres Bailey and Associates 11/3/2014
FORM MUST BE SIGNFD BY A MANAGERMEMBER DATE
Bailey and Associates Inc by Chnstopher W Bailey - Pres Bailey and Associates Managing Member
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE E Paid MAIL TO Secretary of State Corporanons Division Post Office Box 29525 Raleigh NC 27626 0525

Cpmpa,ziy Officials (Continued)
Name Bailey and ASJ061a1eS, lni,
Title Managing Member
Address
405 D Western Blvd
Jacksonville NC 29546

Casmer, Jo
From
Sent
To
Subject
Casmer Jo
Monday, November 17 2014 12 37 PM
'Charlie Caziee
Bailey Shoppes at Hampstead, Stormwater Permit SW8 110614
fhe Wilmington Regional Office of the Division of Eneigy, Mineral, and Land Resources (Stormwater Section) received the
Stormwater Permit Modification Application and $505 no fee on November 7, 2014 Your piolect will be assigned to a staff
member and you will be notified if additional information is needed Please be advised that the construction of built -upon
area may not commence until the Stormwater Permit is issued
Since we do not have an email addi ess foi the applicant, please notify them of this acknowledgement
fo Casmer
Administrative Assistant for DEMLR/Stormwater Section
NC Department of Environment & Natural Resources
127 Cardinal Drive Extension
Wilmington NC 2W5
Phone [phone]
Fax [phone]
Email correspondence to and from this address may be subject to the North Carolina Public Records Lawand may be disdosed to third
parties

Project Name c, �� Received Date
Project Location /6A-Z _ Accepted Date
Rule(s) 008 Coastal 1:11995 Coastal ®Phase II (WiRO) ®Universal ®1988 Coastal
Type of Permit New or o or PR Existing Permit # (Mod or PR) r O(o / PE Cert on File?
Density -HDi
or LD— Type --Commercial--or—-Residentiai -- LJNLU -- - -- - -
OK?) Stream Class ®SA Map ®Offsite to SW8 _
ff
rk Emaded Engineer on
up lement(s) (1 original per BMP) BMP Types)
LJ with correct/original signatures (1 original per BMP except LS/VFS and swales)
application with correct/original signatures ®Deed
®Corp or LLC Sig Auth per SoS or letter mad Address Design Engineer
�05 (within 6mo) ®Email Address Owner
oils Report with SHAFT Note to Reviewer �y
culations(signed/sealed)
r{No obvious errors (�_ T
Density includes common areas, etc
Deed Restrictions, if subdivided
Signed & Notarized
Plans
rDG
rading
®Vicinity Map
® Legend
etads (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
®Wetlands Delineated or No Wetlands
gout (proposed BUA dimensions)
Maps
®Proect Boundaries
Infiltration
Wet Pond
Offsite
Soils Report
®Soils Report
®PE Cert for Master Lot #
SHWT
SHWT
®Deed Rest for Master ®Lot # Matches Master
Bottom
®PP
BUA Permitted (Master) sf
Visited
BUA Proposed (Offsite) sf
Information
n. A
Crnnn,zPrI
BUA (sf)
DA (sf)
PP (el)
rOn III LLWU
SHWT (el)
Depth (ft)
SA (sf)

Intracoastal Engineering PLLC
November 7, 2014
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn: Linda Lewis
Re Batley Shoppes @
SW8 i1o614
PN 300-022
Dear Ms Lewis,
Hampstead Ph II
0gJVB1J
Nov 0 r 2014
In Response to request for designers certification we have enclosed some
proposed modifications to the existing permit The pond has been constructed but some
site changes will require modification prior to certification Please find enclosed (1)
original and (1) copy of the Stormwater application (SWU-ioi), (1) Application fee
($505 oo), (i) Wet Detention supplement, (1) Stormwater Narrative, (i) copy of the
deed, (1) Highlighted Drainage area plan, (1) copy of SHWT determination, (2) sets of
calculations, and (2) 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
Charles D. Cazier, P.
"+,
NOVI 7 2014
91 Pelican Point Rd Wilmington, NC 28409 [phone]

11/08/12
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 12,20osf building, 6o,122 sf of parking, 9,185 sf future
and 2,935 sf of sidewalk totaling 84,442 sf of impervious area (56 68% 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 This is a modification to SW permit number SW811o614
issued on July 15th, 2011
��EOVE
NOY 0 7 MOM
sv_

joutkern Environmental Group, Inc
2 j 15 5outk &11ci;e Road„5u,te E- W1161n4ton, North Corown 29 H 2
Phone � 1 O }52 271 1 Pax 910 Y�2 2a99 r mv� otfice@segi us
wwv se>;i us
30 November 2012
Mr Charlie Cazier
Intracoastal Engineering PLLC
91 Pelican Point Road
Wilmington NC 28409
EEIVE
NOV 0 7 20%
BY
RE Bailey Shoppes of Hampstead, Seasonal High Water Table Determination
Dear Mr Cazier
On 29 November 2012 Southern Environmental Group Inc (SEGi) took soil borings to estimate tlrc
seasonal high «ater table (SHWT) at a site referred to as the Batley Shoppes of Hampstead which is
located off of NC H%xv 17 in Pender CountN North Carolina
The subject parcel has been extensively altered as development of a shopping center is underwav
Therefore SEGi chose a location Rithin an undisturbed area just west of the subject properh (vicmitN map
attached) It is anticipated based on the existence of relic ditches general knoiN ledge of the area as v ell as
evidence of a perched hardpan that hvdrologv has been altered over the years
A single boring to a depth of 68 inches belov, the existing grade vas performed Soils encountered in the
borehole predominately consisted of fine grade sands The, first 5 inches consisted of an organic laver
Belov, 5 inches, the soil consisted of a loamy sand that exhibited dark colorations At approximateIN 36
inches a hardpan was evident While the soils situated above the hardpan displaved ewde,nee of redox the
soil did not form a cohesive ball Belo\N the, hardpan the sod was a fine sandv loam \tidh very light
colorations and NNere somev bat \\orkabic Redoxmorphic features «ere observed at approximatelv 58
inches and saturation at 68 inches SEGi measured the depth of the SHWT to be at 58 inches A summary
of the data for the boring, is presented in Table 1 which has been attached to this correspondence, along
\\ ith a series of photos that v,ere taken at the time of the evaluation
Thank Non for allowing SEGi to provide this information to you If you have questions or concerns
please do not hesitate to contact us at 910 452 2711
Sincerely,
Dana A Lutheran
Project Manager
Enclosure (3)

Depth (inches)
Sod Description
Hue
Value
Chroma
0-6
Organic layer
6-12
Fnable, salt & pepper SAND
10 YR
2
1
12-36
LOAMY SAND fnable, with some
evidence of redox
10 YR
4
4
36
HARDPAN
37-54
SANDY LOAM
10 YR
6
4
54-66
SANDY LOAM with some redox
mottles
10 YR
8
2
66+
SATURATED SAND with
redoxmorphic features
10 YR
8
1
Table I — Bailey Shoppes of Hampstead Seasonal High Water Table

Seasonal High Water Table
Photos
Bailey Shoppes at Hampstead
Date: 29 November 2012

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STORMWATER
CALCULATIONS
for
BAILEY SHOPPES at HAMPSTEAD
PENDER COUNTY
NORTH CAROLINA
November 2012
S E A L '
=n 032555
r AZ
Prepared By
Intracoastal Engineering,PLLC
91 Pelican Point Rd.
Wilmington, North Carolina 28409
910-409-3567
F-CEIVE
NOV o7
PN 300-022

11/8/2012 Bailey Shoppes @ Hampstead 300-012
CDC Pond Calculations
Total Dmma a Area
s ft acres
148 975 342
Impervious Area
Land Use
sq It
acres
buildings
12 200
028
arkin /as halt/future 9185
69307
159
sidewalks
2 935
007
Total
84 442
1 94
Stormwaler Calculations
Time of Concentration
Hydraulic Length (L) = 1 200 ft
change in Height (H) = 3 ft
Tc = (L' /H)' / 128
18 43 min
Flow for 1 year 24 hour Storm (01)
OPRE _ (CPRe) x (I,) x (Area)
2 48 cfs
CPOST = (CPOST) x (11) x (Area)
6 45 cfs
Detention Pond Design
Pond Sme
Elevation
ft )
Surface Area
(sq ft
Normal Pool
47 00
11 437
Flood Pool
48 80
16 145
Top of Bank
5000
18 300
Bottom of Pool
1 4000
891
impervious = 0 567
= 56 7%
say57 0%
CPRE = 025
CPOST = (% IMP )( 95)+(1 % imp )( 25)
= 065
I, = 2 90 m/hr
Im= 813 m/hr
Flow for 10 year 24 hour Storm (010)
CPRE = (CPRE) z (110) x (Area)
6 95 cfs
CPOST = (CPOST) x (110) z (Area)
18 07 cfs
Pond side slopes =
(Chart for 90% TSS Removal for Wet Detention
Required SA =
Provided Storage Volume Avera a Der,In Calculation
Vol =[(Normal pool SA +Flood Pool SA) / 2] d= [0 25 x (1+ BVS SA/NP SA)] + [((BVS SA +Btm SAy2)x(D/BVS SA)]
x (F P elev N P elev) - 410 ft
24 824 cu It
State Volume Required for Storage of first 1 5 of runoff
Rv= 05+ 009(%imp)
= 0560138
V= (Design ramfall)(Rv)(Dminage Area)
10 431 cu ft
State Volume Reauued for 1vr 24 hr Pre Post
Rvpre= 05+ 009(%imp)
= 005
V= (Design rainfall)(Rvpost Rvpre)(Dramage Area)
= 24 699 cu ft
State Volume Required for 1 r 24 hr Pre Post
Rvpost= 05+ 009(%imp)
= 0 560138
300-012 pond 1 of 2

.J
11/8/2012
CDC
Bailey Shoppes @ Hampstead
Pond Calculations
300 012
Pond Volume
Bottom SA = 891 sq ft el 40 00
Btm Veg Shelf SA = 6 269 sq ft el 46 50
Normal Pool SA = 11 437 sq It 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 It
Forebav
Required Volume
Vol = 20% of Temporary storage provided
4 965 cu ft
Outlet Structure Design
Flow for 2-day drawdown
for Required Volume
0 = Required Vol / 172 800 sec (2-days)
0 143 cfs
Required Area of Pipe for 2-day drawdown
A= Q/ [Cd x SQRT(2 x g x h)]
Cd= 06
g= 322 ft/s2
h = (F P elev N P elev ) 13
= 04ft
A = 0 0469 sq ft
Diameter of PiDe for 2-dav drawdown
DIA = SORT[(A x 4) / pQ
= 0 2445 ft
2 93 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
0 = Required Vol / 432 000 sec (5-days)
= 0 057 cfs
Re uved Area of Pipe for 5 day drawdown
A= Q/[CcI x SQRT(2 x g x h)]
Cd= 06
g= 322 ft/s2
h= (F P elev N P elev )/ 3
= 04ft
LA= 00188s ft
Diameter of Pipe for 5-day drawdown
DIA = SQRT[(A x 4) / pi]
01546 It
- 1 86 in
300-012 pond
2 of

AFF"'A
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
October 7, 2014
Christopher W Bailey, Manager
Bailey & Fuller Properties, LLC
Post Office Box 400
Jacksonville, NC 28541
Subject REQUEST FOR DESIGNERS CERTIFICATION
Stormwater Management Permit No SW8 110614
Bailey Shoppes at Hampstead
Pender County
Dear Mr Bailey
John E Skvarla, III
Secretary
Effective August 1, 2013 the State Stormwater program was transferred from the Division of Water
Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR) All previous
references to DWQ will remain in older stormwater permits issued prior to August 1, 2013 until they are
modified Please note that this letter references DEMLR as the Division responsible for issuance of the
permit
On July 15, 2011, the former Division of Water Quality issued a Stormwater Management Permit to you
for the subject project, located at 15441 US 17 in Hampstead Please note that Schedule of
Compliance Condition II 5 of the permit, and Stormwater Regulation 15A NCAC 2H 10080), stipulate
the following
"Upon completion of construction, the designer for the type of Stormwater system
installed must certify that the system was inspected during construction, was constructed
in substantial conformity with plans and specifications approved by the Division and
complies with the requirements of this Section pnor to issuance of the certificate of
occupancy"
As of this date, our records indicate the required designer's certification has not been received Please
be advised that Operation of the stormwater system prior to submission of the required certification is a
violation of NCAC 2H 10080) in accordance with NCGS 143-215 6 Construction is considered
complete at the time the project is occupied by an owner or tenant for its intended use If the project
has not been constructed, please advise If construction of the project has been completed, please
submit the required certification by November 7, 2014 Failure to submit the certification is considered a
violation of the permit, and is subject to enforcement action, per NCGS 143-215 6A
If you have any questions concerning this matter, please call me at [phone]
Sincerely,
Linda Lewis
Environmental Engineer III
Q�c`aGDS/arl G \WQIShared\Stormwater\Perrmts & Projects\2011\110614 HD\201410 req_cert 110614
cc Charlie Cazier, P E , w/enc
Andy Christy, Pender County Planning
Wilmington Regional Office Stormwater File
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office

STORMWATER
CALCULATIONS
for
BAILEY SHOPPES at HAMPSTEAD
PENDER COUNTY
NORTH CAROLINA
November 2012
S E A L
=n 032555
It
Prepared By
Engineering,PLLC
91 Pelican Point Rd.
Wilmington, North Carolina 28409
910-409-3567
PN 300-022

11/8/2012
CDC
Bailey Shoppes @ Hampstead
Pond Calculations
300-012
Total Draina a Area
s fl
acres
148 975
1 342
Impervious Area
Land Use
sq ft
acres
buildings
12 200
028
arkin /as halt/future 9 185
69 307
1 59
sidewalks
2 935
0 07
Total
84 442
1 94
Stonnwater Calculations
Time of Concentration
Hydraulic Length (L) = 1 200 ft
change in Height (H) = 3 ft
Tc = (L' /H)' / 128
= 18 43 min
Flow for 1 year 24 hour Storm (Q,)
QPRE _ (CPRE) x (I,) x (Area)
= 2 48 cfs
QPOST = (CPOST) X (I,) X (Area)
6 45 cfs
Detention Pond Design
Pond Size
Elevation
ft )
Surface Area
(sq ft
Normal Pool
4700
11 437
Flood Pool
4880
16 145
To of Bank
5000
18 300
Bottom of Pool
4000
891
% impervious = 0 567
= 56 7%
sa 57 0°/
CPRE = 025
QPOST = (% IMP )( 95)+(1 % imp )( 25)
065
I, = 2 90 in/hr
110 = 8 13 m/hr
Flow for 10 year 24 hour Storm (Q,o)
QPRE - (CPRE) X (6) X (Area)
= 6 95 cfs
QPOST = (CPOST) X (I10) x (Area)
18 07 cfs
Stale Surface Area Requirement at normal pool
Pond side slopes = 3 1
Depth below N P = 4 ft
SA/DA = 00500
(Chan for 90% TSS Removal for Wet Detention
Pond without Vegetative Filter
Required SA = (SA/DA) x (Total Drainage Area)
7 449 so ft
Provided Storage Volume Avera a Depth Calculation
Vol = [(Normal pool SA + Flood Pool SA) / 2] d= [0 25 x (1+ BVS SA/NP SA)] + [((BVS SA +Btm SA)/2)x(D/BVS SA)]
x (F P elev, N P elev) - 410 ft
24 824 cu ft
State Volume Required for Storaoe of first 1 5 of runoff
Rv = 05+ 009(% imp)
= 0 560138
V= (Design rainfall)(Rv)(Drainage Area)
= 10 431 cu It
State Volume Reouved for tvr 24 hr Pre Post
Rvpre= 05+ 009(% imp)
= 005
V= (Design minfall)(Rvpost Rvpre)(Drainage Area)
24 699 cu f
State Volume Required for 1 yr 24 hr Pre Post
Rvpost = 05+ 009(% imp)
= 0 560138
30D-012 pond 1 of 2

11/8/2012
CDC
Bailey Shoppes @ Hampstead
Pond Calculations
300-012
Pond Volume
Bottom SA =
891 sq ft
el 40 00
Bum Veg Shelf SA =
6 269 sq ft
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
4 965 cu It
Outlet Structure Design
Flow for 2-day drawdown
for Required Volume
Q = Required Vol / 172 800 sec (2-days)
0 143 cfs
Required Area of Pipe for 2-day drawdown
A= Q/[CcI x SQRT(2 x g x h)]
Cd= 06
g= 322 ft/s'
h = (F P elev N P elev ) /3
- 04ft
A = 0 0469 sq It
Diameter of Pipe for 2-dav, drawdown
DIA = SQRT[(A x 4) / pi]
= 0 2445 ft
2 93 in
'Use 2 5 in diameter pipe
Drawdown time 2 5 pipe = 2 03 days
300 012 pond
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)
= 0 057 cfs
Required Area of Pipe for 5-day drawdovm
A= Q/[Cd x SQRT(2 x g x h)]
Cd= 06
g= 322 ft/s2
h= (F P elev N P elev )/ 3
= 04ft
A= 0 0188 sft
Diameter of Pipe for 5-day drawdovm
DIA = SQRT[(A x 4) / pi]
0 1546 ft
1 86 in
ECEiVE
�i NOV 07
2 of 2 RY