SW8110712_HISTORICAL FILE_20140529

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 1101 12
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2p1L-t 052q
YYYYMMDD

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E Skvarla, III
Governor Secretary
May 29, 2014
Chun Hoi Fung, Manager
FCW&P Properties, LLC
Post Office Box 1685
Jacksonville, NC 28540
Subject State Stormwater Management Permit No SW8 110712
FCW&P Properties
High Density Commercial Wet Detention Pond Project
Onslow, County
Dear Mr Fung
The Wilmington Regional Office received a complete, Stormwater Management Permit Application for
FCW&P Properties on April 29, 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 110712 dated May 29, 2014, for the
construction, operation and maintenance of the BMP's and built -upon areas associated with the subject
project This submittal is to convert the previously approved stormwater wetlands to a wet detention basin
Please replace the stormwater wetlands detail sheets C-21D and C-2E by Robertson Loia Roof and sheet 1
by Carter Crawford Design with the two (2) enclosed wet detention pond detail sheets by Crystal Coast
Engineering
On August 5, 2009, the Governor signed Session Law 2009-406 This law impacts any development
approval issued by the Division of Energy, Mineral, and Land Resources under Article 21 of Chapter 143 of
the General Statutes, which is current and valid at any point between January 1, 2008, and December 31,
2010 The law extends the effective period of any stormwater permit that was set to expire during this time
frame to three (3) years from its current expiration date On August 2, 2010, the Govemor signed Session
Law 2010-177, which granted an extra year for a total of four (4) years extension
This permit shall be effective from the date of issuance until December 30, 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
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH)
The written petition must conform to Chapter 150B of the North Carolina General Statutes, and must be filed
with the OAH within thirty (30) days of receipt of this permit You should contact the OAH with all questions
regarding the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service
Center, Raleigh, INC 27699-6714, or via telephone at 919-431-3000, or visit their website at
www NCOAH com Unless such demands are made this permit shall be final and binding
If you have any questions, or need additional information concerning this matter, please contact Chris Baker
in the Wilmington Regional Office, at [phone]
Si erely, k/�%�
�' Trac avis, P E , Dir�to�
Division of Energy, Mineral and Land Resources
GDS/csb G 1WQS1StormwaterlPermits & Prolects12011\110712 HD12014 05 permit 110712
cc David Newsom , P E , Crystal Coast Engineering, P A
Onslow County Building Inspections
Wilmington Regional Office Stormwater File
Division of Energy, Mineral, and Land Resources
Land Quality Section —Wilmington Regional Office
127 Cardinal Drive Extension Wilmmoton North Carolina 28405 • [phone] / Fax [phone]

State Stormwater Management Systems
Permit No SW8 110712
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
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
FCW&P Properties, LLC
FCW&P Properties
Gum Branch Road, Jacksonville, Onslow 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 "stormwaterrules') the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division and
considered a part of this permit
This permit shall be effective from the date of issuance until December 30, 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
2 This stormwater system has been approved for the management of stormwater runoff
as described in Section 17 of this permit The stormwater control has been designed
to handle the runoff from 287,046 square feet of impervious area
3 A 50' wide vegetative buffer must be provided and maintained 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 in this permit, and
per approved plans The built -upon area for the future development is limited to 7,500
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 110712
rl
The following design criteria have been provided in the wet detention pond and must
be maintained at design condition
a Drainage Area, acres
Onsite, ft
Offsite, ft2
b Total Impervious Surfaces, ft2
Onsite, ft
Offsite, ft2
c Design Storm, inches
d Average Pond Design Depth, feet
e TSS removal efficiency
f Permanent Pool Elevation, FMSL
g Permanent Pool Surface Area, ft2
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
R
R
1057
460,345
N/A
287,046
287,046
N/A
15
5
90%
445
20,841
37,173
460
005
3" Ol pipe
017
22,528
1/3
UT to New River / White Oak
19-1
"C,NSW"
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
Records of maintenance activities must be kept and made available upon request to
authorized personnel of DENR The records will indicate the date, activity, name of
person performing the work and what actions were taken
Decorative spray fountains will be allowed in the stormwater treatment system, subject
to the following criteria
a The fountain must draw its water from less than 2' below the permanent pool
surface
b Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of the
pond
c The falling water from the fountain must be centered in the pond, away from the
shoreline
The maximum horsepower for a fountain in this pond is 1/3 horsepower
The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 110712
7 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
8 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
9 Access to the stormwater facilities for inspection and maintenance shall be maintained
via appropriate recorded easements at all times
10 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 protect area The protect 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
e The construction of any future BUA listed on the application
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
Any individual or entity found to be in noncompliance with the provisions of this
storrmwater management permit or the requirements of the Stormwater rules is
subject to enforcement procedures as set forth in G S 143 Article 21
2 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
3 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
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 110712
4 This permit is not transferable to any person or entity except after notice to and
approval by the Director The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation as
listed on the form, to the Division at least 60 days prior to any one or more of the
following events
a An ownership change including the sale or conveyance of the project area in
whole or in part,
b The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256,
c Bankruptcy,
d Foreclosure,
e Dissolution of the partnership or corporate entity,
f A name change of the current permittee,
g A name change of the project,
h A mailing address change of the permittee,
The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request
The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility
The permit 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 29th day of May, 2014
RONMENTAL MANAGEMENT COMMISSION
Uroision OTEnergy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 110712
FCW&P Properties
Stormwater Permit No SW8 110712
Onslow 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 protect,
(Protect)
for (Protect Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the protect 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 110712
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
drams 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-DEMLR Wilmington Regional Office
Onslow County Building Inspections
Page 7 of 7

- DWQ USE ONLY
Date Received
Fee Paid
Permit Number
0c f
11
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 )
FCW&P Propeerties,3±:t—
2 Location of Project (street address)
NCSR 1308 (Gum Branch Road) & NC Hwy 53 (formerly NCSR 1470)
City Jacksonville County Onslow Zip 28546
3 Directions to project (from nearest major intersection)
From the intersection of NC 24 and US 17 in Jacksonville, north on US 17 approximately
2 3 miles to NC 53 (Western Blvd), left on NC 53 approx 5 6 miles, site on right
4 Latitude 340 48' 00 9" N Longitude 77' 26' 18 4" W of the main entrance to the project
II PERMIT INFORMATION
1 a Specify whether project is (check one) ❑New ®Modification ❑ Renewal w/ Modification[
tRenewals with modifications also requires SWU-102 - Renewal Application Form
b If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 110712 Mod , its issue date (if known)9/30/11 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 stormwate o e rct number, if
fin
assigned, n/a and the previous name of the project, if differ (E64a> pie
IF
proposed, n/a DD ��Il��t/C
4 a Additional Project Requirements (check applicable blanks, information on require s te� M�s�a N&
obtained by contacting the Customer Service Center at 1-877-623-6748)
❑LAMA Major ®Sedunentation/Erosion Control 2 0 ac of D stur e
❑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
Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S L 2012-200, Part VI htto //portal ncdenr org/web/wq/ws/su/statesw/rules laws
Form SWU-101 Version 06Aug2012 Page I of 6

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 oroiect)
Applicant/Organization FCW&P Properties, LLC
Signing Official&Title. Chun-Hol Fung, Manager
b Contact mformahon for person listed in item la above
Street Address
City Jacksonville
Mailing Address (if applicable) P O Box 1685
City lacksonville
Phone (910 ) 346-9800
Email
State NC Zip 28540
State NC Zip 28540
Fax (910 J 346-1210
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
Phone ( )
Email
State
State
Fax ( 1
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
Signing Official & Title
b Contact information for person listed in item 3a above
Mailing Address
City
Phone I
Email
4 Local jurisdiction for budding permits
State
Fax
Point of Contact Danny Bryan Phone #
Form SWU-101 Version 06Aug2012 Page 2 of 6
Zip

IV PROJECT INFORMATION
1 In the space provided below, briefly summarize how the stormwater runoff will be treated
Existing Constructed Wetland will be enlarged and converted to Wet Pond to accommodate existing as well
a If claiming vested rights, identify the supportmg documents provided and the date they were approved
❑ Approval of a Site Specific Development Plan or PUD Approval Date
❑ Valid Building Permit Issued Date
❑ Other Date
b 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 drains to the
4 Total Property Area 10 57 acres
River basin
5 Total Coastal Wetlands Area -0- acres
6 Total Surface Water Area -0- acres
7 Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project
Area' 10 57 acres
Total project area shall be calculated to exclude thefollowing the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line The resultant project area is used to
calculate overall percent built upon area (BUA) Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area
8 Project percent of impervious area (Total Impervious Area / Total Project Area) X 100 = 62 4 %
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 drainage area identified in Project Information item 9 If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below
Basin Information
Drainage Area _
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
UT to New River
Stream Class *
C,NSW
Stream Index Number *
19-1
Total Drainage Area (sf)
460,345 sf
On -site Drainage Area (sf)
460,345 sf
Off -site Drainage Area (sf)
-0-
Proposed Impervious Area** (sf)
287,046 sf
% Impervious Area** (total)
624
Impervious" Surface Area
Drainage Area _
Drainage Area
Drainage Area
Drainage Area _
On -site Buildings/Lots (sf)
48,795 sf
On -site Streets (so
-0-
On-site Parking (so
115,450 sf
On -site Sidewalks (so
14,672 sf
Other on -site (so
Future (so
7,500 sf
DV
Off -site (sf)
4,
1 a
Existing BUA*** (sf)
—49"2tsf—
C6 Xop
Total (sf)
287,046 sf
Stream Class and Index Number can be determined at httt //vortal ncdenr org/web/evq/ys/esu/classifications
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
Sidewalks, gravel areas, etc
Form SWU-101 Version 06Aug2012 Page 3 of 6

*** Report only that amount of existing BUA that will remain after development Do not report any existing BUA that
is to be removed and which will be replaced by new BUA
11 How was the off -site impervious area listed above determined? Provide documentation n/a
Projects in Union County Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A 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 httn //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 htt2 ////portal ncdenr org/web/wq/ws/su/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 http / /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 initialed in blue ink Download the latest versions
for each submitted application package from httj2 //portal ncdenr org/web/wq/ws/su/statesw/forms does
to
1 Original and one copy of the Stormwater Management Permit Application Form
2 Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form (if required as per Part VII below)
3 Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP r/
4 Permit application processing fee of $505 payable to NCDENR (For an Express review, refer to /�, /(/
htto ///www envhelenvhelp org/12ages/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 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'i mile of the site boundary, include the'rz
mile radius the map LDIZ ,
7 Sealed, signeded and dated calculations (one copy) Q�(,�r'r�a/v�(/�X
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 ON. VEIM
impounded structures, the banks of streams and rivers, the MHW or N e
waters, and any coastal wetlands landward of the MHW or NHW lines 5 51p6 a y flab
• Delineate the vegetated buffer landward from the normal pool elev i n A�j u M
structures, the banks of streams or rivers, and the MHW (or NHW) dal waters
i Dimensioned property/project boundary with bearings & distances By
j Site Layout with all BUA identified and dimensioned
k Existing contours, proposed contours, spot elevations, finished floor elevations
1 Details of roads, drainage features, collection systems, and stormwater control measures
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 determination on the plans
n Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Form SWU-101 Version 06Aug2012 Page 4 of 6

10
11
o Drainage areas delineated (included in the main set of plans, not as a separate document)
p Vegetated buffers (where required)
Copy of any applicable sods report with the associated SHWT elevations (Please identify 4�I
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs Include an 8 5"xll" copy of the NRCS County Soils map with the
project area clearly delineated For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate
(Infiltration Devices submitted to WiRO Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone] )
A copy of the most current property deed Deed book 2930 Page No 903-904
For corporations and limited liability corporations (LLC) Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A 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
hM2 / /www secretary state nc us/Corporations/CSearch aspx
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 org/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 website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot
VIII CONSULTANT INFORMATION AND AUTHORIZATION
Applicant Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information)
Consulting Engineer David K Newsom PE
Consulting Firm Crystal Coast Engineering, PA
Mailing Address
City Swansboro
Phone (910 ) 325-0006
Email crystalcoastengQbizec rr com
State NC Zip 28584
Fax (910 ) 325-0060
IX PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 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
IECEME
APR 2 9 2014
Form SWU-101 Version 06Aug2012 Page 5 of 6 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 mcluding
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
Date
County of
personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit Witness my hand and official seal,
SEAL
My commission
X APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1-' Chun Hoi Fung, Manager
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be 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 stormwat rules under 15A NCAC 2H 1000 and any other applicable state stormwater requirements
Signatur;�/ Date d�
Public
do hereby certify that (///
before me this4kday of �/��and
a stormwater permit Witness my hand and official seal, _
SEAL
the State of L(/���/G/J� sG/. County of
personally appeared
due exFcution of the application for
My commission expires�/
Form SWU-101 Version 06Aug2012 Page 6 of 6
ecrvv'
APR 2 9 2014
BY

Casmer,,Jo
From Casmer, Jo
Sent Thursday, May 08, 2014 4 34 PM
To Newsom, David
Subject FCW&P Properties, Stormwater Permit SW8 110712
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section) received the
Stormwater Permit Modification Application and $505 00 fee on April 29, 2014 Your project will be assigned to a staff
member and you will be notified if additional mfomration is needed Please be advised that the construction of built -upon
area may not commence until the Stormwater Pernnt is issued
Since we do not have an email address for the applicant, we ask you please notify them of the current status
Jo Casmer
Administrative Assistant IV
NC Department of Environment & Natural Resources
Division of Environmental Assistance & Customer Service
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone [phone]
Fax [phone]
Emart correspondence to and from this address may be subject to the North Carolina Pubtrc Records Law and may be disclosed to third
parties

t,ompiexeness rsevnew t,necrcux
Project Name f r r +- P Abaer-�A., Received Date 2v/
Project Location ��,5 &� 2 Accepted Date Lt0
Rule(s) 131608 Coastal ®1995 Coastal ❑Phase II (WiRO) Universal 1:31988 Coastal
Type of Permit New o Mod or PR Existing Permit # (Mod or PR) f pZ (y �PE Cert on File?
-I Type -,
OK?) I Stream Class
Map
Paperwork Emaded Engineer on
p�plement(s) (1 original per BMP) BMP Type(s)
n0&Mwith correct/original signatures (1 original per BMP except LS/VFS and swal/es)
p6catio ith correct/original signatures tl
rp or LLC Sig Auth ! or letter mad Address
�05 (within 6mo) Email Address
to SW8
Design Engineer
Owner
®Soils Report with SHWT Note to Reviewer,
Iculations(signed/sealed) / � Ots-J — _
❑No obvious errors ��� cAe Ct— ""�
Density includes common areas, etc
ad Restrictions, if subdivided
& Notarized
u
Plans
❑2 Sets
mty Map
infiltration
Soils Report
Additional Information
parmrtted
Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
rids Delineated or No Wetlands
Layout (proposed BUA dimensions)
DA Maps
Wet Pond
Soils Report
�SHWT
PP
Pronosed
Offsite
Cert for Master
Boundaries
JDeed Rest for Master
BUA Permitted (Master)
BUA Proposed (Offsite)
Proposed
Lot #
Lot # Matches Master
sf
sf
Proposed
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

JOHN L. PIERCE & ASSOCIATES, P.A
LAND SURVEYING — LAND PLANNING — MAPPING
P 0 BOX 1685
JACKSONVILLE, NC 28541
OFFICE [phone] FAX [phone]
E-MAIL bettvbnilonc corn
Or bnani(agdonc com
TO Mr Chris Baker
N C Department of Environment and Natural
Resources — Department of Stormwater
127 Cardinal Drive Extension
Wilmington, NC 28405
Letter of Transmittal
DATE
April 28, 2014
ATTENTION
Mr Chris Baker
Re
FCW& P Properties LLC —NC Hwy 53 Westem Blvd & Gum Branch Road
COPIES
DATE
NUMBER
DESCRIPTION
2
Sets of plans
2
Stormwater applications with calculations
1
Check in the amount of $505 00
2
Narrative & Quad Ma
1
Copy of Deed of Record
1
Copy of Articles of Organization
1
Copy of Annual Report
SIGNED

Page 1 bf 2
4
IIWY W11 �„I��.MII�MP�1n11Y111„NIW �����
Doc ID 0,00011500002 TYne CRP
Recorded 08/IS/2007 at 03 24 35 P"
Fee Amt $2, 167 DO Page 1 of 2
Excl se Tax $2,150 o0
On e).OM Cc Unty, (�
naryland K Washington Reg Of Deeds
SK2930 Pa903-904
This deed presented to
The nslow Co Tax Qfce
Datt - Cluj
Delinquent taxes, if any, will be paid to the Onslow County Tax Collector out of the closing proceeds by the
closing attorney
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax $2,1 50 00 Recording Time Book and Page above
This instrument prepared by Gaylor, Edwards and Vatcher, Attorneys 219 New Bridge St , Jacksonville NC
Tax parcel 339-17
Mail after recording to F C W & P Properties LLC, attn Chun Hoi Fung, 722 Lynchburg Drive Jacksonville NC 28546
Brief description for index Tract II 9 98 acres Revised Recomb Map for WBP III, LLC Map Bk 53, Pg 233
THIS DEED made this I$ day of August, 2007 by and between
GRANTOR * GRANTEE
*
W B P III, LLC, a North Carolina * F C W& P PROPERTIES, LLC, a North
limited liability company Carolina limited liability company
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
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt and
sufficiency of which is hereby acknowledged, has and by these presents does grant, bargain sell and
convey unto the Grantee, in fee simple, all that certain tract lot or parcel of land, situated in Jacksonville
Township, Onslow County, North Carolina and more particularly described as follows
BEING all of Tract II, containing 9 98 acres as shown and described on a plat entitled, Revised
Recombination Map Prepared For WBP III, LLC, Showing Tract I, Tract II & Tract III , dated August 7, 2007,
prepared by John L Pierce & Associates, P A and recorded in Map Book 53, Page 233, Slide M-107 in the
office of the Register of Deeds of Onslow County, North Carolina
TOGETHER WITH AND SUBJECT TO that certain Cross -Access, Utility Easements, Accessways
Construction, Maintenance and Restrictive Use Declaration recorded in Book 2861 Page 591 in the office
of the Register of Deeds of Onslow County, North Carolina
t \WPDOCYCEWORWA UCO EEO WBP FCW&P Wpa
Book 2930 Page, 1977-Current 903 Seq 1

C --
Page 21of 2
1
ALSO TOGETHER WITH AND SUBJECT TO all easements and minimum building setback Imes as shown on
the map recorded in Map Book 53, Page 233, Onslow County Registry
This conveyance is made subject to the reservation of mineral rights by Weyerhaeuser Company by deeds
recorded in Book 719 Page 441, Book 807, Page 734 and Book 807, Page 745, Onslow County Registry
This conveyance is made subject to ad valorem taxes for 2007 and thereafter
The property heremabove described is a portion of the property acquired by Grantor by instrument
recorded in Book 1489, Page 106, Onslow County Registry
TO HAVE AND TO HOLD the aforesaid tract, lot or parcel of land and all privileges and appurtenances
thereto belonging to the Grantee in fee simple
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 simple, that title is marketable and free and clear of all
encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all persons
whomsoever except for the exceptions hereinafter stated
Title to the property heremabove described is subject to the following exceptions
1 Cross -Access, Utility Easements, Accessways Construction, Maintenance and Restrictive Use
Declaration recorded in Book 2861, Page 591
2 Mineral rights reservations by Weyerhaeuser Company recorded in Book 719 Page 441 Book 807
Page 734 and Book 807, Page 745
3 Minimum building setback lines easements and other matters shown on the maps recorded in
Map Book 53, Page 233
4 Sixty (60) foot ingress & egress easement recorded in Book 949, Page 91
5 Stormwater and Drainage Easement recorded in Book AT 30, page 847
IN WITNESS WHEREOF, the Grantor has hereto set his/her hand and seal, or7t76rp6rate or otftur—
entity, has caused this instrument to be executed by its duly authorized partner(s), manager(s) or
officer(s), the day and year first above written
W B P III, LLC, a North Carolina limited liability
company ( (Seal)
By
JOHA L PIERCE
Its Manager
STATE OF NORTH CAROLINA
COUNTY OF ONSLOW
The undersigned a Notary Public in and for the county and state aforesaid, does hereby certify
that JOHN L PIERCE personally appeared before me this date and acknowledged that he is the Manager of
W B P III LLC, a North Carolina limited liability company, and that with authority duly given and as the
act and deed of said limited liability company, the foregoing instrument was signed by him as its
Manager for the purposes set forth therein
Witness my hand and official stamp or seal, this �S day of August, 2007
f) I r �,\$"
Book 2930 Page,1977-Current 903 Seq 2

C200714500206
918176
ARTICLES OF ORGANIZATION
OF
F C W & P PROPERTIES, LLC
Date Filed 5/25/2007 3 43 00 PM
Elaine F Marshall
North Carolina Secretary of State
C200714500206
The undersigned, does hereby make and acknowledge these Articles of Organization for the purpose of
forming a limited liability company under and by virtue of the laws of the State of North Carolina, as contained
in Chapter 57C of the General Statutes of North Carolina, entitled, "North Carolina Limited Liability Company
Act" and to that end does hereby set forth
1 The name of the limited liability company is "F C W & P PROPERTIES, LLC"
2 There shall be no limit on the duration of existence of the limited liability company, other than dissolution
pursuant to the terms of its written operating agreement, the unanimous consent of its members or as
otherwise provided by law
3 The name and address of each organizer executing these Articles of Organization is as follows
J Dewey Edwards, Jr
P O Box 1057
219 New Bridge Street
Jacksonville, NC 28540
4 The street address and county of the initial registered office of the limited liability company is 722
Lynchburg Drive, Jacksonville Onslow County, North Carolina 28546, the mailing address of the initial
registered office of the limited liability company is 722 Lynchburg Drive, Jacksonville, North Carolina
28546, and the name of the initial registered agent of the limited liability company at such address is Chun
Hoi Fung
5 Except as provided by NCGS Section 57C-3-20(a), the members of this limited liability company shall
not be managers by virtue of their status as members
6 These Articles of Organization shall be effective upon filing of same by the North Carolina Secretary of
State
In Testimony Whereof, the undersigned has executed or caused this instrument to be properly executed
in his name, this the 22"d day of May, 2007
Prepared by and return to
J Dewey Edwards, Jr
Gaylor, Edwards and Vatcher
P O Box 1057
219 New Bridge Street
Jacksonville, North Carolina 28540
Telephone [phone]
J D y Edwards, Jr 11
Organizer
ECEIVE
APR 2 9 20%
BY

AMENDMENT TO OPERATING AGREEMENT
OF
F C W & P PROPERTIES, LLC
(the "Company")
THIS AMENDMENT TO OPERATING AGREEMENT OF F C W & P PROPERTIES,
LLC, is made effective as of the 1" day of August, 2012, by the undersigned, being all of the Members
of the Company
The Operating Agreement of the Company, effective as of May 27, 2007 (the "Operating
Agreement"), is hereby amended as follows
1 Article III - Rights and Duties of Managers, Section 3 1 - Management, is amended by
deleting all of the terms and provisions in Section 3 1, and substituting the following
31 Management The business and affairs of the Company shall be managed by the
Manager or Managers In addition to the powers and authorities expressly conferred by this Agreement
upon the Manager(s), the Manager(s) shall have full and complete authority, power and discretion to
manage and control the business of the Company, to make all decisions regarding those matters and to
perform any and all other acts or activities customary to or incident to the management of the
Company's business, except only as to those acts as to which approval by the Members is expressly
required by the Articles of Organization, this Agreement, the Act or other applicable law At any time
when there is more than one Manager (a) the approval of all Managers is expressly required, provided
however, either Manager, without the joinder of the other Manager, shall be entitled to execute any
document or instrument required or permitted by law (i) to be filed, registered, or recorded with any
public authority, or (u) to be executed by a limited liability company, and said action shall be binding
upon the Company as to third parties without further written documentation of such approval, (b) the
Managers may elect one or more officers who may, but need not, be Members or Managers of the
Company, with such titles, duties and compensation as may be designated by the Managers, subject to
any applicable restrictions specifically provided in this Agreement or contained in the Act
2 Article III - Rights and Duties of Managers, Section 3 2 - Appointment, General
Authority and Power of Manager, is amended by deleting the first paragraph in Section 3 2 and
substituting the following
32 Appointment, General Authority and Power of Manager CHUN HOI FLING and
JOHN L PIERCE are hereby appointed, designated, and named Managers of the Limited Liability
Company Each manager shall serve until his death, mental incompetence, resignation, or removal by
the Member(s) Upon the death, mental incompetence, resignation, or removal as a Manager, the

Member(s) shall elect/appoint a replacement Manager, unless otherwise determined by the Member(s)
of the Limited Liability Company The Member(s) shall elect a new manager or managers upon the
death, mental incompetence, resignation, or removal of the last surviving Manager
Any Manager who acts beyond the scope of the authority granted by the Operating Agreement,
as hereby amended, in addition to any other remedy available to the Company or Member(s), shall be
liable foi damages to the Company and each Member for any losses or damages, including attorney
fees and expenses, that they may incur or suffer as a consequence of such act
3 Except as hereby amended, the terms and provisions of the Operating Agreement are hereby
ratified and confirmed
IN WITNESS WHEREOF, the undersigned, being the imttal Manager, and all of the
Members of the Company, have caused this Agreement to be duly adopted by the Company as of the
1 st day of August, 2012, and do hereby assume and agree to be bound by and to perform all of the
terms and provisions set forth in this Agreement The undersigned Members do further consent to the
appointment of the Manager and successor Manager set forth in this Agreement
HOI FUNG - MEM
YUEN CHIK CHEUNG - MEMBER
/��6 -P'� I/t/M
HONG DA WU - MEMBER
JO L IERCE -MEMBER
The Undersigned hereby consent to their appointment as a Manager in accordance with the
terms of the foregoing Operating Agreement
CHUM HOI FUNG - MANYWER
JOHN L PIERCE -MANAGER

North Carolina Secretary of State
Page 1 of 2
Account Login Register
North Carolina
Elaine F Marshall DEPARTMENT OFTHE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 2762"622 [phone]
Date 4/28/2014
Click here to
View Document Filings I File an Annual Report I
J Print a Pre -populated Annual Report Fillable PDF Form I Amend A Previous Annual Report
Corporation Names
Name Name Type
NC F C W & P PROPERTIES LLC LEGAL
Limited Liability Company Information
SOSID
0918176
Status
Current -Active
Effective Date
5/25/2007
Citizenship
DOMESTIC
State of Inc
NC
Duration
PERPETUAL
Annual Report Status
CURRENT
Registered Agent
Agent Name
FLING CHUN HOI
Office Address
722 LYNCHBURG DR
JACKSONVILLE NC 28546
Mailing Address
722 LYNCHBURG DR
JACKSONVILLE NC 28546
Principal Office
Office Address
722 LYNCHBURG DR
JACKSONVILLE NC 28546
Mailing Address
722 LYNCHBURG DR
JACKSONVILLE NC 28546
Officers/Company Officials
Title MANAGER
Name YUEN CHIK CHEUNG
Business Address 371 ROYAL BLUFF ROAD
JACKSONVILLE NC 28546
Title MANAGER
Name CHUN HOI FLING
Business Address 722 LYNCHBURG DR
JACKSONVILLE NC 28546
Title MEMBER
Name HONG DA WU
http //www secretary state nc us/corporations/Corp aspx?PitemId=8216530 4/28/2014

CA Q
1' a / �'r�y •'
F,L Design Calculations
1 143 Stormwater Treatment Facilities
for
y�F^., i�ti� 50�,• FCW&P Properties
N CVS - Gum Branch Road (Basin 2 Modification)
located in
Onslow County
1 PROJECT DESCRIPTION
Crystal Coast Engineering, PA
205 3 Ward Road
Swansboro NC 28584
910 325 0006
Business License C 2553
Enlargement and convershon of existing constructed wetland into a wet pond to serve additional area
2 COMPUTE POND AREA REQUIRED
a Compute Percent Imoervious
Existing BUA
Proposed BUA
CVS Lot 1 Lot 2 Lot 3
Lot 3
Vacant S&J Farms Vacant
Subtotal
Subtotals
Building
3,660
3 660
48,795
52 455
Street
10,798 3 820 1376
15 994
15,994
Parking
13,460
13,460
115 450
128 910
Sidewalks
830
830
14,672
15 502
Other
22,429
22,429
22,429
Fut Reserve
36 442 7,814
44,256
7 500
51,756
0
Subtotal
1 22,429 47,240 29 584 1 376
100 629
186 417 287,046
Total Area Drainage to Pond 460,345 SF
Percent Impervious = 0 624 or 624 %
b Compute Pond Surface Area
Using Surface Area to Drainage Area Ratio Chart for 90% TSS Removal (copy attached) and
assuming 4 94 foot pond depth
SA/DA = 4 52 % (interpolated - Select from Highlighted Cell in SA/DA)
Therefore
Surface Area = SA/DA x Drainage Area
= 20,830 SF say 20,841 SF
must be > 20,830 SF
c Compute Minimum Pond Dimensions
Assume rectangular shape with 3 1 Length (L) to Width (W) Ratio
ee v vV
APR 2 9 2014
BY !/5

Min Length = 249 98 feet
Min Width = 83 33 feet
Site conditions, however dictate irregular shaped pond
Hydr Length = 370 0 feet
so Hydr Width (a\ 56 3 feet (avg)
Actual L/W = 6 6 (irregular shape)
3 DETERMINE REQUIRED STORAGE VOLUME
Design Rainfall Depth = 1 5 inches
Using Schuler "Simple Method"
Rv = 0 05 + 0 009(I) where I = percent impervious
Rv = 0 611 in/in
Control Volume = Design Rainfall x Rv x Drainage Area
Control Volume = 35 170 CF
4 DETERMINE REQUIRED STORAGE DEPTH
Assume 3 1 side slopes
solving for depth (d) by trial & error
d = 1 54
5 DETERMINE ORIFICE SIZE
SaYNNME37 173 CF
Must be > 35.170 SF
Control Volume must be drawn down over a 2 day - 5 day penod
Using orifice equation solve for Diameter (D) that results in 3-1/2 day penod
D=(Q/0026(h)e)e
Where Q = (Control Volume / 3 5 days x 86 400 sec/day)
0 123 cfs
h=D/3
=051
Solving for D
D = 257 Use 3 00 " pipe
Actual Drawdown with actual drawdown pipe diameter (using orifice equation)
Q= 0 168 cfs
Draw Down Period = 2 43 days OK, < 5 0
%r

6 SELECT OUTLET STRUCTURE SIZE
Size outlet structure such that depth of Q10 flow < or + to 1 5 Feet
Using Rational Formula (Q=CIA) where
Cimper = 0 8
Cpery = 02
Ccum = 056
110 = 7 50 in/hr
A = 10 57 ac
Q10 = 44 01 cfs
Using Francis Formula (Q=3 OLH' 5) to solve for L such that H = 1 5 Feet
Min L = 7 986 Linear Feet
Use 12 Linear Foot Weir
Use 5 Square Precast Structure
7 DETERMINE Q10 STAGE
Q10 = 44 01 cfs
From Routing Analysis, H10 = 2 39
8 DETERMINE Q100 STAGE (ELEV OF EMERGENCY SPILLWAY)
Using Rational Formula (Q=CIA) where
Cimper =
08
Cpery =
02
Ccum =
056
1100 = 9 50 in/hr
A=
1057ac
Q100 = 55 75 cfs
From Routing Analysis H100 = 2 83
9 DETERMINE Q100 STAGE OVER EMERGENCY SPILLWAY (TOP BERM ELEV )
Assume primary spillway blocked (i a emergency spillway to accommodate Q100)
Emergency spillway shall be a broad crested earthern weir designed to pass 100 year storm
Using broad crested weir equation H = (Q/(Cw x L))"
where Q = Q101 55 75 cfs
Cw=30
Length = 30 feet
H = 0 73 feet
3r5

10 FOREBAY SIZING
Compute Actual Pond Volumes (using average end method)
Avg Incr Incr
Cum
Main Bay Volume
Elevation Area SFJ
Area SF Depth (FT) Vol (CF)
Vol (CF)
Pond Bottom
3400 1,358
Bottom Veg Shelf
4400 13 222
7 290 1000 72 900
72,900
Normal Pond
4450 16,981
15 102 050 7,551
80,451
Main Bay Volume = 80,451 CF
Forebay Volume
Elevation Area SF Area SF
Depth (FT)
Vol (CF)
Vol (CF)
Pond Bottom
3400 431
Normal Pond
4450 3 860 2,146
1050
22 528
22 528
Forebay Volume =
22,528 CF
Total Pond Volume =
102,979 CF
Total Pond Area =
20 841 SF
Forebay Volume equates to
21 9 % of Total Volume
Must be > 18% and < 22%
Average Pond Depth =
4 94 feet
Compare to assumed Dept l 4 94
feet
Cum
Temp Storage Volume
Elevation Area SF Area SF
Depth (FT)
Vol (CF)
Vol (CF)
Normal Pond
4450 20,841
Top Shelf
4500 24 503 22,672
050
11 336
11 336
Temp Pond Level
46001 27,170 25 837
1 00
25,837
37,173
Temporary
Level should be 4604 or greater
Temp Pool Volume =
37 173 CF
11 SUMMARY
Pond Elevations
Top Berm (minimum)
H= 0 73
100-Yr Storm
H100= 283
10-Yr Storm
H70= 239
1-inch Storage
storage depth = 1 50
Permanent Pool
pond tlepth = 10 50
Relative Actual
1556 4806
1483 47 33 (emerg weir elev)
1439 4689
1200 46 00 (primary weir elev)
1050 44 50 (invert out elev)
0 3400

12 WET DETENTION BASIN SUPPLEMENT
Site Characteristics
Drainage Area 460,345 sf
Impervious Area 287,046 sf
% Impervious 624 %
Design Rainfall Depth 1 5 in
Storage Volume
Min Volume Required 35 170 cf
Volume Provided 37 173 cf
Peak Flow Calculations
1-yr 24 hour rainfall depth
3 65 in
Rational C, predevelopment
015
Rational C, post development
056
Rainfall Intensity 1 yr 24 hr
0 15 m/hr
Pre Dev Q1(24 hour)
024 cfs
Post Dev Q1 (24 hour)
089 cfs
Pre/Post Flow Control
065 cfs
Basin Elevations
Basin Bottom Elevation
33 00 feet (Elev)
Sediment Cleanout Elevation
34 00 feet (Elev)
Permanent Pool Elevation
44 50 feet (Elev)
Temporary Pool Elevation
46 00 feet (Elev)
Volume and Surface Area Calculations
SA/DA ratio
452
Surface Area Required
20,830 sf
Surface Area Provided
20 841 sf
Permanent Pool Volume
102,979 cf
Average Depth
494 feet
Forebay Volume
22,528 cf
Forebay % of Total Volume
21 9 %
Temporary pool Area
27 170 sf
Drawdown Calculations
Drawdown Time
2 43 days
Discharge Rate
0 168 cfs
Pre Dev Q1(24 hour)
0 24 cfs
Post Dev Q1 (24 hour)
0 17 cfs
Additional Information
Diameter of orifice
300 in
Design TSS Removal
90 %
Basin Side Slopes
3 1
Vegetated Shelf Slope
10 1
Vegetated Shelf Width
10 ft
Length to Width Ratio
7 1
Trash Rack?
Yes
Freeboard Provided?
Yes
Vegetated Filter Provided?
No
Recorded Easement?
Yes
Captures all Runoff?
Yes
Drain Mechanism
Pump

,NH,55
•rrrrr
.�
Simplified Routing Procedure - 10 Year Storm
=
S I_
-
Crystal Coast Engineering, PA
205 3 Ward Road
Project
lFCW&P
Swansboro NC 28584
Date
1 4/8/2014
l
Fly �NEEP O
910 3250006
;
Business License
C 2553
•••`•q.n n. N
Ir
Increment
(— 1�minutes
(Must be <
29
/
minutes)
I
Orifice
Weir
Pump
Total
Total
Time
Time
Inflow(cfs)
Inflow
Stored Volume
Stage
Water Surface
Outflow
Outflow
Outflow
Outflow
Outflow
min
(days)
cfs
(ccf)
cuf
In)
Elevation
cfs)
(cfs)
(cfs)
(cfs
(9D
0
00
000
000
0
000
4450
000
000
000
000
0
1
00
015
883
9
000
4450
001
000
000
001
0
2
00
059
3523
44
000
4450
001
000
000
001
1
3
00
131
7888
122
001
4451
002
000
000
002
1
4
00
232
13928
259
002
4452
003
000
000
003
2
5
00
360
21572
473
003
4453
004
000
000
004
3
6
00
5 12
30730
778
005
4455
005
000
000
005
3
7
00
688
41297
1188
007
4457
006
000
000
006
4
8
00
886
531 48
1715
0 10
4460
008
000
000
008
5
9
00
11 02
661 45
2372
0 13
4463
009
000
000
009
5
10
00
1336
801 37
3169
0 17
4467
0 10
000
000
0 10
6
11
00
1583
94960
4112
022
4472
0 11
000
000
0 11
7
12
00
1841
110441
5210
027
4477
012
000
000
012
7
13
00
21 07
126400
6467
032
4482
0 13
000
000
0 13
8
14
00
2377
142649
7885
039
4489
0 15
000
000
0 15
9
15
00
2650
159001
9466
045
4495
0 16
000
000
0 16
10
16
00
2921
175263
11209
053
4503
017
000
000
0 17
10
17
00
31 87
191245
13112
060
45 10
018
000
000
0 18
11
18
00
3446
206762
15168
069
45 19
020
000
000
020
12
19
00
3694
221632
17373
077
4527
021
000
000
021
12
20
00
3928
235682
19717
087
4537
022
000
000
022
13
21
00
4146
248747
22191
096
4546
023
000
000
023
14
22
00
4345
260675
24784
1 06
4556
024
000
000
024
15
23
00
4522
271327
27483
1 16
4566
025
000
000
025
15
24
00
4676
280578
30273
1 26
4576
027
000
000
027
16
25
00
4805
288321
33141
1 37
4587
028
000
000
028
17
26
00
4908
294465
36069
1 47
4597
029
000
000
029
17
27
00
4982
298938
39041
1 58
4608
030
079
000
1 08
65
28
00
5028
301688
41993
1 68
46 18
031
281
000
3 12
187
r'

29
00
5045
302684
44833
1 78
4628
032
540
000
572
343
30
00
5032
3019 12
47509
1 88
4638
032
829
000
861
517
31
00
4990
299384
49986
1 96
4646
033
11 28
000
11 61
697
32
00
49 19
2951 27
52241
204
4654
034
1424
000
1458
875
33
00
4820
2891 91
54258
2 11
4661
034
1707
000
1741
1045
34
00
4694
281647
56030
2 17
4667
035
1967
000
2002
1201
35
00
4543
272582
57554
222
4672
035
2200
000
2236
1341
36
00
4368
2621 01
58834
226
4676
036
2402
000
2438
1463
37
00
41 81
250863
59880
230
4680
036
2571
000
2607
1564
38
00
3998
239885
60715
2 33
4683
036
2708
000
2744
1646
39
00
3823
229388
61362
235
4685
036
28 16
000
2852
1711
40
00
3656
219349
61845
237
4687
036
2897
000
2933
1760
41
00
3496
209750
62182
238
4688
036
2954
000
2991
1794
42
00
3343
200571
62394
238
4688
036
2990
000
3027
1816
43
00
31 97
191794
62496
239
4689
036
3007
000
3044
1826
44
00
3057
183401
62503
239
4689
037
3009
000
3045
1827
45
00
2923
175375
62430
2 38
4688
036
2996
000
3033
1820
46
00
2795
167700
62287
2 38
4688
036
2972
000
3008
1805
47
00
2673
160362
62086
237
4687
036
2938
000
2974
1784
48
00
2556
153344
61835
236
4686
036
2895
000
2932
1759
49
00
2444
146633
61542
235
4685
036
2846
000
2882
1729
50
00
2337
1402 17
61215
234
4684
036
2791
000
2827
1696
51
00
2235
134080
60860
233
4683
036
2732
000
2768
1661
52
00
21 37
1282 13
60481
232
4682
036
2669
000
2705
1623
53
00
2043
122602
60084
231
4681
036
2604
000
2640
1584
54
00
1954
117237
59672
229
4679
036
2537
000
2573
1544
55
00
1868
1121 07
59250
228
4678
036
2469
000
2504
1503
56
00
1787
107201
58819
226
4676
036
2400
000
2435
1461
57
00
1708
102509
58383
225
4675
035
2330
000
2366
1419
58
00
1634
98023
57944
223
4673
035
2261
000
2296
1378
59
00
1562
93734
57503
222
4672
035
21 92
000
2228
1337
60
00
1494
89632
57063
220
4670
035
2124
000
21 59
1296
61
00
1428
85709
56624
219
4669
035
2057
000
2092
1255
62
00
1366
81959
56189
217
4667
035
1991
000
2026
1216
63
00
1306
78372
55757
216
4666
035
1926
000
1961
1177
64
00
1249
74942
55329
214
4664
035
1863
000
1898
1139
65
00
11 94
71663
54908
213
4663
034
1801
000
1835
1101
66
00
1142
68527
54492
212
4662
034
1740
000
1775
1065
67
00
1092
65528
54082
2 10
4660
034
1681
000
17 16
1029

68
00
1044
62660
53679
209
4659
034
1624
000
16 58
995
69
00
999
599 18
53283
207
4657
034
1568
000
1602
961
70
00
955
57296
52895
206
4656
034
15 14
000
1548
929
71
00
913
54789
52514
205
4655
034
1462
000
1495
897
72
01
873
52391
52141
204
4654
034
1411
000
1444
867
73
01
835
50098
51775
202
4652
034
1361
000
1395
837
74
01
798
47906
51417
201
4651
033
13 14
000
1347
808
75
01
763
458 10
51067
200
4650
033
1267
000
1301
780
76
01
730
43805
50725
1 99
4649
033
1223
000
1256
754
77
0 1
698
41888
50390
1 98
4648
033
11 79
000
1213
728
78
0 1
668
40055
50063
1 96
4646
033
11 38
000
11 71
703
79
0 1
638
38302
49743
1 95
4645
033
1097
000
11 30
678
80
0 1
6 10
36626
49431
1 94
4644
033
10 58
000
1091
655
81
0 1
584
35023
49127
1 93
4643
033
1021
000
1054
632
82
0 1
558
33490
48830
1 92
4642
033
985
000
1017
610
83
0 1
534
32025
48539
1 91
4641
033
9 50
000
982
589
84
0 1
5 10
30623
48256
1 90
4640
033
9 16
000
948
569
85
0 1
488
29283
47980
1 89
4639
032
883
000
916
549
86
0 1
467
28002
47711
1 88
4638
032
852
000
884
531
87
0 1
446
26776
47448
1 87
4637
032
822
000
854
512
88
0 1
427
25605
47191
1 86
4636
032
792
000
825
495
89
0 1
408
24484
46941
1 86
4636
0 32
764
000
796
478
90
0 1
390
234 13
46698
1 85
4635
032
737
000
769
462
91
0 1
373
223 88
46460
1 84
4634
032
7 11
000
743
446
92
0 1
357
21408
46228
1 83
4633
032
686
000
718
431
93
0 1
341
20472
46003
1 82
4632
032
661
000
693
416
94
0 1
326
19576
45782
1 82
4632
032
638
000
670
402
95
0 1
3 12
187 19
45568
1 81
4631
032
615
000
647
388
96
01
298
17900
45358
1 80
4630
032
594
000
625
375
97
0 1
285
171 17
45154
1 79
4629
032
573
000
604
363
98
0 1
273
16367
44955
1 79
4629
032
5 52
000
584
350
99
0 1
261
156 51
44762
1 78
4628
032
533
000
564
339
100
0 1
249
14966
44573
1 77
4627
0 31
514
000
546
327
101
0 1
239
143 11
44388
1 77
4627
031
496
000
527
316
102
0 1
228
13685
44209
1 76
4626
031
479
000
5 10
306
103
0 1
2 18
13086
44033
1 75
4625
031
462
000
493
296
104
0 1
209
125 14
43863
1 75
4625
031
446
000
477
286
105
0 1
1 99
11966
43696
1 74
4624
031
430
000
461
277
106
0 1
1 91
11442
43534
1 74
4624
031
4 15
000
446
268
-Y
1

107
0 1
1 82
10942
43376
1 73
4623
0 31
400
000
432
259
108
0 1
1 74
10463
43221
1 73
4623
031
386
000
4 18
251
109
0 1
1 67
10005
43071
1 72
4622
031
373
000
404
242
110
0 1
1 59
9567
42924
1 72
4622
0 31
360
000
391
235
111
0 1
1 52
91 48
42781
1 71
4621
0 31
347
000
378
227
112
0 1
1 46
8748
42642
1 71
4621
0 31
3 35
000
366
220
113
0 1
1 39
8365
42506
1 70
4620
031
324
000
355
213
114
0 1
1 33
7999
42373
1 70
4620
031
312
000
343
206
115
0 1
1 27
7649
42243
1 69
46 19
031
302
000
332
199
116
0 1
1 22
73 14
42117
1 69
46 19
031
291
000
322
193
117
0 1
1 17
6994
41994
1 68
46 18
031
281
000
312
187
118
0 1
1 11
6688
41874
1 68
46 18
031
271
000
302
181
119
0 1
1 07
6396
41756
1 67
46 17
031
262
000
293
176
120
0 1
1 02
61 16
41642
1 67
46 17
031
253
000
284
170

Total DA=1 4603451sf Imp SA=1 2870461sf
Inflow Hydrograph Ccum= 064 Length W shed=l 6001feet
(Using Malcolm Step Function) 1 =1 7 51m/hr Height W'shed=I 2lfeet
A= 10 57 ac P(Prec Depth)'=1 4 91 in
Time Flow (Q)
(min) (cfs)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
000
015
059
131
232
360
512
688
886
11 02
1336
1583
1841
21 07
2377
2650
2921
31 87
3446
3694
3928
4146
4345
4522
4676
4805
4908
4982
5028
5045
5032
4990
4919
4820
4694
4543
4368
41 81
3998
3823
3656
3496
3343
31 97
3057
2923
2795
Qpeak 50 4 cfs
ip = 29 minutes
S = 1 89 in
Q.= 319 in
Vol= 122 218 cf
tc= 10 minutes
10 Year 6 hour Precip I
5l( Z

47 2673
48 2556
49 2444
50 2337
51 2235
52 21 37
53 2043
54 1954
55 1868
56 1787
57 1708
58 1634
59 1562
60 1494
61 1428
62 1366
63 1306
64 1249
65 1194
66 1142
67 1092
68 1044
69 999
70 955
71 913
72 873
73 835
74 798
75 763
76 730
77 698
78 668
79 638
80 610
81 584
82 558
83 534
84 510
85 488
86 467
87 446
88 427
89 408
90 390
91 373
92 357
93 341
94 326
95 312
96 298
97 285
98 273
99 261
100 249
101 239
102 228
103 218
6y,7"

104 209
105 1 99
106 1 91
107 1 82
108 1 74
109 1 67
110 1 59
111 1 52
112 146
113 1 39
114 1 33
115 1 27
116 1 22
117 1 17
118 1 11
119 1 07
120 1 02
7/1'L

Accum
Z
Volume
Staqe
In S
In Z
Zest
Comment
0
0
Contour at Normal Pond (wet pond) or Basin Bottom (infiltration)
233735
1
10 05936 0
1 005119
50629
2
10 83228
0693147
1 983487
806185
31
11 29748
1 098612
2986143
113408
4
11 63875
1 386294
403138
149063 5
5
11 91213
1 609438
5 127072
187651 5
6
12 14234
1 791759
6 277664
Contour at Berm Top
0
b =
1 137067
Ks =
2323819
Regression Analysis Y Data Range
—I Regression Analysis X Data Range
SUMMARY OUTPUT
Regression Statistics
Multiple R 0999918
R Square 0999836
Adjusted F 0999755
Standard E 0010706
Observatic 4
ANOVA
F
Regressooi 1 1401795 1 401794939 12229 53 8 18E-05
Residual 2 0 000229 0 000114624
Total 3 1 402024
Intercept 10 05355 0 009767 1029 34757 9 44E-07 10 01153 10 09558 10 01153 10 09558
X Variable 1 137067 0 010282 110 5872028 8 18E-05 1 092827 1 181307 1 092827 1 181307

Outlet Device 1 (Orifice)
Diameter of Orifice in
Cd= I 061
Cross Sectional Area = 0 049063 sf
g = 32 2 fUsec2
Stage
Head
Q
feet
feet
cfs
000
000
000
001
000
000
002
000
000
003
000
000
004
000
000
005
000
000
006
000
000
007
000
000
008
000
000
009
000
000
010
000
000
011
000
000
012
000
000
013
000
002
014
002
003
015
003
004
016
004
004
017
005
005
018
006
006
019
007
006
020
008
006
021
009
007
022
010
007
023
011
008
024
012
008
025
013
008
026
014
009
9/Iz

Outlet Device 2 (Weir)
Weir Length = 12 feet
Cw= 1 31
Weir Elevations = I 461feet
Stage
Head
O
ffgetl
feet
cfs
000
-1 50
000
001
-1 49
000
002
-1 48
000
003
-1 47
000
004
-1 46
000
005
-1 45
000
006
-1 44
000
007
-1 43
000
008
-1 42
000
009
-1 41
000
010
-1 40
000
Oil
-1 39
000
012
-1 38
000
013
-1 37
000
014
-1 36
000
015
-1 35
000
016
-1 34
000
017
-1 33
000
018
-1 32
000
019
-1 31
000
020
-1 30
000
021
-1 29
000
022
-1 28
000
023
-1 27
000
024
-1 26
000
025
-1 25
000
026
-1 24
000
027
-1 23
000
028
-1 22
000
029
-1 21
000
030
-1 20
000
031
-1 19
000
032
-1 18
000
033
-1 17
000
Use 3 33 for Sharp, 3,00 for Broad or Free

5000 -
1 11
w
3000 -
0
FL
2000 -
1000
1 11
1 11 21 31 41 51 61 71 81 91 101 111 121
Time (minutes)
Inflow
—Outflow

A }
_
Simplified Routing Procedure - 100
Year Storm
=
I
2
Crystal Coast Engineering, PA
205 3 Ward Road
Project
lFCW&P
% 5 `;^y
r�rEPz
Swansboro INC 28584
Date
4/8/2014
l
L
••••'•.
NS^^:
910 325 0006
•,,,,,,�
Ni
I
j I {'
17
Business License
C 2553
Increment
r— 1�minutes
(Must be <
45 minutes)
�I�
Orifice
Weir
Pump
Total
Total
Time
Time
Inflow(cfs)
Inflow Stored Volume
Stage Water
Surface
Outflow
Outflow
Outflow
Outflow
Outflow
min
da s
cfs
cf�f
Sf
im Elevation
cfs)
(cfs)
(cfs)
(cfs
LC-q
0
00
000
000
0
000
4450
000
000
000
000
0
1
00
008
466
5
000
4450
001
000
000
001
0
2
00
031
1860
23
000
4450
001
000
000
001
1
3
00
070
41 77
64
001
4451
002
000
000
002
1
4
00
1 23
7405
137
001
4451
002
000
000
002
1
5
00
1 92
11528
251
002
4452
003
000
000
003
2
6
00
275
16526
414
003
4453
004
000
000
004
2
7
00
373
22375
635
004
4454
005
000
000
005
3
8
00
484
29047
923
006
4456
006
000
000
006
3
9
00
608
36509
1285
008
4458
007
000
000
007
4
10
00
745
44725
1728
0 10
4460
008
000
000
008
5
11
00
894
53654
2260
0 13
4463
008
000
000
008
5
12
00
1054
63255
2887
0 16
4466
009
000
000
009
6
13
00
1225
73479
3617
0 19
4469
0 10
000
000
0 10
6
14
00
1405
84278
4453
023
4473
0 11
000
000
0 11
7
15
00
1593
95598
5402
028
4478
0 12
000
000
0 12
7
16
00
1790
107385
6469
032
4482
013
000
000
0 13
8
17
00
1993
119582
7656
038
4488
0 14
000
000
0 14
9
18
00
2202
1321 30
8969
043
4493
016
000
000
0 16
9
19
00
24 16
144966
10409
049
4499
017
000
000
0 17
10
20
00
2634
158030
11980
056
4506
018
000
000
0 18
11
21
00
2854
171257
13682
063
45 13
019
000
000
019
11
22
00
3076
184584
15516
070
4520
020
000
000
020
12
23
00
3299
197945
17484
078
4528
021
000
000
021
13
24
00
3521
211275
19584
086
4536
022
000
000
022
13
25
00
3742
224511
21816
095
4545
023
000
000
023
14
26
00
3960
237588
24178
1 04
4554
024
000
000
024
14
27
00
41 74
250441
26668
1 13
4563
025
000
000
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15
28
00
4383
263009
29283
1 23
4573
026
000
000
026
16
/,7

29
00
4587
275231
32020
1 33
4583
027
000
000
027
16
30
00
4784
287047
34874
1 43
4593
028
000
000
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17
31
00
4973
298399
37841
1 54
4604
029
024
000
053
32
32
00
51 54
309234
40901
1 64
4614
030
1 97
000
227
136
33
00
5325
319497
43960
1 75
4625
031
455
000
486
292
34
00
5486
3291 40
46960
1 86
4636
032
766
000
798
479
35
00
5635
3381 15
49862
1 96
4646
033
11 12
000
11 45
687
36
00
5773
346379
52638
205
4655
034
1479
000
15 12
907
37
00
5898
353891
55270
2 14
4664
035
1854
000
1889
1133
38
00
60 10
3606 16
57743
223
4673
035
2230
000
2265
1359
39
00
61 09
366520
60049
2 30
4680
036
2598
000
2634
1581
40
00
61 93
371575
62184
238
4688
036
2954
000
2991
1794
41
00
6263
375756
64147
244
4694
037
3294
000
33 30
1998
42
00
63 17
379043
65939
250
4700
037
36 13
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3650
2190
43
00
6357
381420
67564
256
4706
038
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3947
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00
6381
382875
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41 82
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4220
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00
6390
383402
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2680
46
00
6383
382997
71476
269
4719
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4651
000
4690
2814
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00
6361
381663
72479
272
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4847
000
4886
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00
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50 18
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50 57
3034
49
00
6271
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4727
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5202
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00
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74670
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54
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55
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56
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58
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59
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60
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4909
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61
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4502
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51 41
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64
00
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65
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56605
2 19
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101
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56253
2 18
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035
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000
2036
1222
102
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55908
2 16
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1984
1190
103
0 1
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60
55570
2 15
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035
1899
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1933
1160
104
0 1
1379
82738
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2 14
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035
1849
000
1884
1130
105
0 1
1340
80384
54911
2 13
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1801
000
1836
1102
106
0 1
1302
78098
54590
2 12
4662
034
1755
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1073

107
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54275
211
4661
034
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000
1744
1046
108
0 1
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73718
53967
210
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034
1665
000
1699
1019
109
0 1
11 94
71621
53663
209
4659
034
1622
000
1656
994
110
0 1
11 60
69583
53366
208
4658
034
1580
000
1614
968
111
0 1
11 27
67604
53073
207
4657
034
1539
000
1573
944
112
0 1
1095
65681
52786
206
4656
034
1499
000
1533
920
113
0 1
1064
63813
52505
205
4655
034
1460
000
1494
896
114
0 1
1033
61997
52228
204
4654
034
1423
000
1456
874
115
0 1
1004
60234
51957
203
4653
034
1386
000
14 19
852
116
0 1
975
58520
51690
202
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034
1350
000
1384
830
117
0 1
948
56856
51429
201
4651
034
13 15
000
1349
809
118
0 1
921
55238
51172
200
4650
033
1281
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1315
789
119
0 1
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53667
50920
1 99
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033
1248
000
1281
769
120
0 1
869
521 41
50673
1 98
4648
033
12 16
000
1249
750

Total DA=1 460 3451 sf Imp SA =1 287 0461 sf
Inflow Hydrograph Ccum= 064 Length W shed=l 6001feet
(Using Malcolm Step Function) 1 =1 9 51m/hr Height W shed=l 21feet
A= 10 57 ac P(Prec Depth)'=j 8 16) in
Time Flow (Q)
(min) (cfs)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
000
008
031
070
1 23
1 92
275
373
484
608
745
894
1054
1225
1405
1593
1790
1993
2202
2416
2634
2854
3076
3299
3521
3742
3960
41 74
4383
4587
4784
4973
51 54
5325
5486
5635
5773
5898
6010
61 09
61 93
6263
6317
6357
6381
6390
6383
Qpeak 63 9 cfs
tp = 45 minutes
S = 1 89 in
Q.= 6 26 in
Vol= 240 047 cf
tc= 10 minutes
10 Year 6 hour Precip I

47 6361
48 6323
49 6271
50 6203
51 61 21
52 6024
53 5914
54 5790
55 5654
56 5506
57 5353
58 5201
59 5053
60 4909
61 4770
62 4634
63 4502
64 4374
65 4250
66 41 29
67 4011
68 3897
69 3786
70 3679
71 3574
72 3472
73 3373
74 3278
75 31 84
76 3094
77 3006
78 2920
79 2837
80 2756
81 2678
82 2602
83 2528
84 2456
85 2386
86 2318
87 2252
88 21 88
89 21 26
90 2065
91 2007
92 1950
93 1894
94 1840
95 1788
96 1737
97 1688
98 1640
99 1593
100 1548
101 1504
102 1461
103 1419
y2

104 1379
105 1340
106 1302
107 1265
108 1229
109 11 94
110 11 60
111 11 27
112 1095
113 1064
114 1033
115 1004
116 975
117 948
118 921
119 894
120 869
7/,L

Accum
Z
Volume
Staae
In S
In Z
Zest
Comment
0
0
Contour at Normal Pond (wet pond) or Basin Bottom (infiltration)
233735
1
1005936 0
1 005119
50629
2
1083228
0693147
1 983487
806185
3
11 29748
1 098612
2986143
113408
4
11 63875
1 386294
403138
149063 5
5
11 91213
1 609438
5127072
187651 5
6
1214234
1 791759
6 277664
Contour at Berm Top
b = 1 137067
Ks = 2323819
Regression Analysis Y Data Range
! _--]Regression Analysis X Data Range
SUMMARY OUTPUT
Regression Statistics
Multiple R
0999918
R Square
0999836
Adjusted F
0999755
Standard E
0010706
Observahc
4
Regressioi 1 1 401795 1 401794939 12229 53 8 18E-05
Residual 2 0 000229 0 000114624
Total 3 1402024
X Variable 1 137067 0 010282 110 5872028 8 18E-05 1 092827 1 181307 1 092827 1 181307
�a

Outlet Device 1 (Orifice)
Diameter of Orifice = (------- 3j in
Cd = 1 061
Cross Sectional Area = 0 049063 sf
g = 32 2 fUsec2
Stage
Head
Q
feet
feet
cfs
000
000
000
001
000
000
002
000
000
003
000
000
004
000
000
005
000
000
006
000
000
007
000
000
008
000
000
009
000
000
010
000
000
011
000
000
012
000
000
013
000
002
014
002
003
015
003
004
016
004
004
0 17
005
005
018
006
006
019
007
006
020
008
006
021
009
007
022
010
007
023
011
008
024
012
008
025
013
008
026
014
009

Outlet Device 2 (Weir)
Weir Length = 12 feet
Cw= 31
Weir Elevations = 46ifeet
Stage
Head
Q
feet
Jfggen
cfs
000
-1 50
000
001
-1 49
000
002
-1 48
000
003
-1 47
000
004
-1 46
000
005
-1 45
000
006
-1 44
000
007
-1 43
000
008
-1 42
000
009
-1 41
000
010
-1 40
000
Oil
-1 39
000
012
-1 38
000
013
-1 37
000
014
-1 36
000
015
-1 35
000
016
-1 34
000
017
-1 33
000
018
-1 32
000
019
-1 31
000
020
-1 30
000
021
-1 29
000
022
-1 28
000
023
-1 27
000
024
-1 26
000
025
-1 25
000
026
-1 24
000
027
-1 23
000
028
-1 22
000
029
-1 21
000
030
-1 20
000
031
-1 19
000
032
-1 18
000
033
-1 17
000
Use 3 33 for Sharp, 3,00 for Broad or Free

7000 -
60 00
5000 -
,M 4000 - --
—inflow
3 Outflow
EL- 3000 --
2000 -
1000
000
1 11 21 31 41 51 61 71 81 91 101 111 121
Time (minutes)
�N

Stormwater Treatment Narrative
FCW&P Properties, LLC
FCW & P Properties, LLC owns a undeveloped 7 63 acre tract that includes an existing
stormwater wetland, that wetland sized and permitted to accommodate several existing
adjacent tracts Those adjacent tracts include several existing uses, including a portion of
a CVS drug store (SW8 070804 Mod), a "Jones Car Wash" (SW8 110713 ), and one
additional undeveloped tract The original permit for the stormwater wetland was issued
on 8/18/11 (SW8-110712)
FCW& P Properties, Inc now desires to abandon the stormwater wetland and construct,
in its place, a Wet Pond, that Wet Pond sized as to accommodate ALL existing tributary
BUA, as well as additional BUA associated with new proposed development on the
remaining FCW&P tract The new Wet Pond wills serve a total drainage area of 460,345
sf (10 57 Ac)
The project site is located in the White Oak River basin The tract is currently cleared
with most runoff draining to adjacent ditches and wetland basins From there the flow
runs into a nearby unnamed tributary of New River (C, NSW) The site is relatively flat
(0 6%-1 5% slopes)
The proposed development activities are high density (percent impervious > 24%),
therefore, stormwater treatment facilities are required The attached Stormwater Plan
includes a wet detention basin located within the designed Stormwater lot at the eastern
section of the site This pond has been designed to meet the Coastal Rules, and according
to current BMP Manual Specifications The stormwater pond has been designed with a
connected forebay and main pond Runoff generated from impervious surfaces on and
off site will be diverted to the forebay via inlets and underground storm dram pipes
Treated Stormwater will exit the main pond via an new outlet structure and new 36"
outlet pipe and into the nearby drainage ditch across the Southern side of the Western
Blvd

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SCALE124000
0 1000 2000 3000 4000 5000 6000 No
FEET