SW8131213_HISTORICAL FILE_20140224

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
® HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 201y 022y
YYYYMMDD

NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Tracy E. Davis, PE, CPM Pat McCrory, Governor
Director John E. Skvarla, III, Secretary
February 24, 2014
Janet Rose Swart, Manager
Rose Family Properties, LLC
203 Country Club Road
Jacksonville, NC 28546
Subject: State Stormwater Management Permit No. SW8 131213
Rose Commercial Center
High Density Commercial Wet Detention Pond Project
Onslow County
Dear Ms. Swart:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Rose Commercial Center on February 10, 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 131213 dated February 24, 2014, for the construction, operation
and maintenance of the BMP's and built-upon areas associated with the subject project.
This permit shall be effective from the date of issuance until February 24, 2022, 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 changing 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, NC
27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com.
Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Steve Pusey in the Wilmington Regional Office, at [phone].
Sinc ely,
enTrazcy Davisavis ec or�
Division of Energy, Mineral and Land Resources
GDS/ sgp: G:\WQ\Shared\Stormwater\Permits& Projects\2013\131213 HD\2014 02 permit 131213
cc: David Newsom, PE — Crystal Coast Engineering, PA
Onslow County Building Inspections
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension,Wilmington,North Carolina 28405 Phone:[phone]/Fax:[phone]

State Stormwater Management Systems
Permit No. SW8 131213
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
Rose Family Properties, LLC
Rose Commercial Center
Intersection of Hwy. 24 and Seth Thomas Rd., Swansboro, Onslow County
FOR THE
construction, operation and maintenance of one (1) wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter 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 and
considered a part of this permit.
This permit shall be effective from the date of issuance until February 24, 2022, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff
as described in Section 1.7 of this permit. The stormwater control has been designed
to handle the runoff from a total of 52,203 square feet of impervious area.
3. The tract will be limited to the amount of built-upon area indicated in this permit, and
per approved plans. The built-upon area allocated for future development is limited to
12,600 square feet.
4. 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.
5. The discharge from the wet detention pond must be directed into a 30-foot vegetated
filter strip designed to pass the peak flow from the 10 year storm in a diffuse, non-
erosive manner.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 131213
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.
7. The following design criteria have been provided in the wet detention pond and must
be maintained at design condition:
a. Drainage Area, 9cres: 1.75
Onsite, ft : 75,692
Offsite, ft2: 0
b. Total Impervioug Surfaces, ft2: 52,203
Onsite, ft : 52,203
Offsite, ft2: 0
C. Design Storm, inches: 3.7" (1-yr, 24-hr storm)
d. Average Pond Design Depth, feet: 3.5
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMS�: 28.5
9. Permanent Pool Surface Areq, ft : 12,122
h. Permitted Storage Volume, ft : 20,929 at temporary pool elev.
i. Temporary Storage Elevation, FMSL: 30.0
j. Pre-dev. 1 yr-24 hr. discharge rate, cfs: 0.05
k. Controlling Orifice: 2.0"0 pipe
I. Orifice flowrate, cfs: 0.05
M. Permitted Forebay Volume, ft3: 8,788
n. Fountain Horsepower 1/6
o. Receiving Stream/River Basin: Cartwheel Branch / White Oak
P. Stream Index Number: 20-26-1
q. Classification of Water Body: "SA; HQW"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall, at all times, provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The signed
and approved Operation and Maintenance Agreement must be followed in its entirety
and maintenance must occur at the scheduled intervals.
4. 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.
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of the
pond.
c. The falling water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for a fountain in this pond is 116 horsepower.
6. 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 131213
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 is 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. All stormwater collection and treatment systems must be located in public rights-of-
way, dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such rights-of-way, common areas and easements, in
accordance with the approved plans. 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 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.
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
1. Any individual or entity found to be in noncompliance with the provisions of a
storrmwater management permit or the Stormwater rules is subject to enforcement
procedures as set forth in NCGS 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 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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 131213
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 subdivision, 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;
5. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request.
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 application request at least 180 days
prior to the expiration date of this permit. The renewal request must include the
appropriate application, documentation and the processing fee.
Permit issued this the 24t" day of February, 2014.
N TH CAROLIN NVIRONMENTAL MANAGEMENT COMMISSION
racy Mvis, P.E., Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 7

DWQ USE ONLY
.:
Date ReceivedFee Paid rmit Number
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.):
Rose Commercial Center
2. Location of Project(street address):
NC Highway 24©Seth Thomas Road
City:Swansboro County:Onslow Zip:28584
3. Directions to project(from nearest major intersection):
Project is located on the western right comer of the intersection of Hwy 24 and Seth Thomas Road in
Swansboro NC-Onslow County
4. Latitude:34°42'23"N Longitude:77°09'32" W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is(check one): ®New ❑Modification ❑ Renewal w/ Modificationt
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 number , its issue date(if known) and the status of
construction: ❑Not Started ❑Partially Completed* ❑Completed* *provide a designer's certification
2. Specify the type of project(check one):
❑Low Density ®High Density []Drams to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned,n/a and the previous name of the project, if different than currently
proposed,n/a ���
4.a.Additional Project Requirements (check applicable blanks;information on required st5t8 permits can bg,
obtained by contacting the Customer Service Center at 1-877-623-6748): DEC 1 3 LU13
❑CAMA Major ®Sedimentation/Erosion Control: 2.0 ac of Dis rbed Area
❑NPDES Industrial Stormwater E404/401 Permit: Proposed Impacts 0.05 AC BV:�--��
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:
5. Is the project located within 5 miles of a public airport? ®No [-]Yes
If yes,see S.L. 2012-200, Part VI:http://12ortal.ncdejir.orgZweb/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:Rose Family Properties, LLC
Signing Official&Title:Tanet Rose Swart,Manager
b.Contact information for person listed in item la above:
Street Address:203 Country Club Road
City:lacksonville State:NC Zip:28546
Mailing Address(if applicable):
City: State: Zip:
Phone: (910 1 455-4424 Fax: ( )
Email:is ne [e-mail]
c.Please check the appropriate box.The applicant listed above is:
®The property owner(Skip to Contact Information, item 3a)
❑Lessee*(Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑Purchaser*(Attach a copy of the pending sales agreement and complete Contact Information,item 2a and
2b below)
❑ Developer*(Complete Contact Information, item 2a and 2b below.)
2.a.Print Property Owner's name and title below, if you are the lessee,purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official &Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: 1
Email:
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: t1=''ff-+FC 891 NfG rA
Signing Official&Title: v...�11
b.Contact information for person listed in item 3a above: �� DEC i
IAI pY
Mailing Address: B.
City: State: Zip:
Phone: ( ) Fax:
Email:
4. Local jurisdiction for building permits: Cape Carteret
Point of Contact:Brandon Hawks Phone#: (252 1 393-7901
Form SWU-101 Version 06Aug2012 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
Stormwater will be collected and diverted to a Wet Pond capable of accommodating the difference between
Post-Development and Pre-Development runoff from the 1-year/24 hour storm.
2,a.If claiming vested rights,identify the supporting documents provided and the date they were approved:
❑Approval of a Site Specific Development Plan or PUD Approval Date:
❑Valid Building Permit Issued Date:
❑Other: Date:
b.If claiming vested rights,identify the regulation(s) the project has been designed in accordance with:
❑Coastal SW—1995 ❑ Ph 11—Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area:2.11 acres 5. Total Coastal Wetlands Area:-0- acres
6. Total Surface Water Area:-0- acres
7. Total Property Area (4)—Total Coastal Wetlands Area (5)—Total Surface Water Area (6) =Total Project
Area':2.11 acres
Total project area shall be calculated to exclude the followin the normal pool of imppounded structures, the area
between the banks of streams and rivers, the area below the Unial 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 =69 %
9. How many drainage areas does the project have?1 (For high density,count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project,attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information Draina e Area 1 Draina e Area Drainage Area---Drainage Area_
Receiving Stream Name Cartwheel Br
Stream Class " SA;HQW
Stream Index Number 20-26-1
Total Drainage Area (sf) 75,692 sf
On-site Drainage Area (sf) 75,692 sf
Off-site Drainage Area (so -0-
Pro osed Impervious Area-(sf) 52,203 sf
%Impervious Area"(total) 69%
Im ervious"Surface Area Drainage Area 1 Drainage Area_ Drainage Area_ Drainage Area_
On-site Buildings/Lots (sf) 7,686 sf
On-site Streets (so -0-
On-site Parking (sf) 28,422 sf a A pfc-m
On-site Sidewalks (sf) 3,495 sf u JC tL_ Q_ a K � 6
Other on-site (sf) -0- nrr i Q 7B
Future(sf) 12,600 sf SN
Off-site (so -0-
Existing BUA***(sf) -0-
Total (sf): 52,203 sf
Stream Class and Index Number can be determined at: http:/42ortal.ncdenr.org/7veb/7ogzl2s/Csu/classifications
Im ervious 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 littl2://12ortal.ncdenr.org/web/wq/ws/su/bml2-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms dots. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://12ortal.ncdenr.org/web/wq/ws/su/maks.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr org/web/wq/ws/su/statesw/forms dots.
lrnti4js
1. Original and one copy of the Stormwater Management Permit Application Form. WY
2. Original and one copy of the signed and notarized Deed Restrictions&Protective Covenants
Form. (if required as per Part Vll 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 OP
htto://www.envhelp.orgZpages/`onestopexpress.htrnl 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 fe
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'k mile of the site boundary,include the 'fi
mile radius on the map.
7. Sealed,signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed,signed,&dated),including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation ofg—� ���'
impounded structures,the banks of streams and rivers,the MHW or NHW line of�h3h-
a =
waters,and any coastal wetlands landward of the MHW or NHW lines. tt
• Delineate the vegetated buffer landward from the normal pool elevation of ' }poiSndU 9 2013
structures,the banks of streams or rivers,and the MHW(or NHW)of tidal �Aters.
i. Dimensioned property/project boundary with bearings&distances. n
j. Site Layout with all BUA identified and dimensioned. BY.-------
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

o. Drainage areas delineated (included in the main set of plans,not as a separate document).
p. Vegetated buffers(where required).
9. Copy of any applicable soils report with the associated SHWT elevations(Please identify 1�
elevations in addition to depths) as well as a map of the boring kocations with the existing
elevations and boring logs. Include an 8.5"xl l"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].) o
10. A copy of the most current property deed. Deed book:2943 Page No:44-47 P 1
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 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.
http://www.secretaly.state.nc.usZCorporations/CSearch.asl2x
VIL 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/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 holders) 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 fine)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:205-3 Ward Road
City:Swansboro State:NC Zip:28584
Phone: (910 ) 325-0006 Fax: (910 ) 325-0060
Email:c!:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out,complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application,and thus give permission to(print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item 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. �C E p bV
DEC 19 2013
Form SWU-101 Version 06Aug2012 Page 5 of 6

As the legal property owner I acknowledge,understand, and agree by my signature below, that if my designated
agent(entity listed in Contact Information,item 1) dissolves their company and/or cancels or defaults on their
lease agreement,or pending sale,responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner.As the property owner,it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days;otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to$25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
I, a Notary Public for the State of .County of
do hereby certify that 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 expires
X. APPLICANT'S CERTIFICATION
1,(print or type name of person listed in Contact Information, item la) Janet Rose Swart
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 stormwater rules nder 15A NNCA/C 2H .1000 and any other applicable state stormwater requirements.
Signature: '' CJI V Date: I ( ( Z
1, II Q - C�I f1 K I n JP0.('r f ,a Notary Public for the State of I n I O(Aty Cel rD It VlGt ,County of
yvs C" do thereby certify that�+ cf ne+ I�C 5e SWQ r "t --personally appeared
It before me this�) day of )V-e a f er �O 1-,and ackn ge e due execution of the application for
a stormwater permit. Witness my hand and official seal,
tCEUAJ. CIINNINBEARD SEAL
otary PuoliCro1ow Countyrth Corolino ll 4 1
mmission Explrtas )) ,
My commission expires �V`
DEC 19 2013
Form SWU-101 Version 06Aug2012 Page 6 of 6

Crystal Coast Engineering , PA
205-3 Ward Road
Swansboro, N.C. 28584
Tel: [phone] Fax: (910)32r-0060
Email: [e-mail]
February 7, 2014
Mr. Steve G. Pusey
N.C. Division of Water Quality
127 Cardinal Drive Extension
Wilmington, N.C. 28405
Re: Rose Commercial Center—Swansboro, NC
Onslow County
Dear Mr. Pusey
We are in receipt of your email dated February 6, 2014 for the referenced project. We
provide the following information to allow you to continue the stormwater review (item
numbers correspond to your original email):
J1. Shaded area on wetlands has been lightened for plan sheets 1, 4, and 7.
/2. Vegetated Shelf Planting Schedule notes have been revised for Shallow Water Plant
Varieties section in addition to Shallow Land Plant Varieties section.
J. Please refer to 'Level Spreader—Vegetated Filter Strip Supplement' for reviae Pak
flow directed to the LS-VFS. The correct peak flow is 0.13 cfs based on maximum
'Orifice Outflow (cts)' under 10-Year Routing Storm calm�cula iioo s. 10-Year Routing
Storm calculations are also attached for your use. Furthermore, downslope elevations
at the base of level lip and at the end have been revised to 28.5 fmsl and 28.0 fmsl,
respectively.
We are hopeful that this response addresses all concerns and that the permit can be issued
in the near future. Should you have questions or additional concerns, please feel free to
contact us.
Sincerely,
ECEIV11'
FEB 10 2014 11
CDRYS A Ne AST ENGINEERING BY'

.J
Pusey, Steven
From: Pusey, Steven
Sent: Thursday, February 06, 2014 4:00 PM
To: Newsom, David
Subject: Additional Info- Rose Commercial Center
David,
Everything looks pretty good except I need the following additional information in order to continue the review for Rose
Commercial Center.
1. Regarding plan sheets 1,4,and 7,the shaded area on the wetlands is too dark. Please lighten this area so that
the notes are legible underneath.
2. On plan sheet 7 under Vegetated Shelf Planting Schedule,on the Shallow Water Plant Varieties section,the
notes say"Contractor to plant lower 5' of vegetated shelf(i.e.—above normal pond)with..." Shouldn't this
read as(i.e.—below normal pond)? The same applies on the other side for the Shallow Land Plant Varieties
section. _ __ .
3. On the level spreader/vegetated filter strip supplement,please explain how you got 0.55 cfs peak flow
directed to the LS-VFS. On page 2 of the supplement, you state the elevation at the downslope base of level lip
to be 20.37 fmsl and 20.0 fmsl at the end. Shouldn't these be 28.5 and 28.0 as shown on the plans?
Please revise and resubmit as necessary. Let me know if you have any questions.
We request your response by no later than February 27,2014.
Thanks,
Steve Pusey
Steden JC.yuser,
Environmental Engineer
NCDENR-Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext.
Wilmington, NC 28405
Ph [phone]/Fax[phone]
http://­portal.ncdenr.org/web/ir/stormwater
Before printing this email,please consider your budget and the environment.
E-mail correspondence to and from this address maybe subject to the North Carolina Public Records Law and maybe disclosed to third parties.
1

CA O''-,
Ecel / ,=�oQo Essio�9�9
Simplified Routing Procedure- 10 Year Storm FEB Crystal Coast Engineering, PA s 148 I�1
BY. 205-3 Ward Road
Project: Rose Commercial Center-Swansboro Swansboro, NC 28584 P
.,GINE�•' O
Date: 1 11/10/2013 ( 910-325-0006 x
/ c> ;
Increment (---�minutes (Must be < 29 minutes) Business License: C-2553
Orifice Weir Pump Total Total
Time Time Inflow(cfs) Inflow Stored Volume Stage Water Surface Outflow Outflow Outflow Outflow Outflow
min da s cfs cj )f Lcfl ll Elevation cfs) (cfs) (cfs) (cfs of
0 0.0 0.00 0.00 0 0.00 28.50 0.00 0.00 0.00 0.00 0
1 0.0 0.03 1.55 2 0.00 28.50 0.00 0.00 0.00 0.00 0
2 0.0 0.10 6.19 8 0.00 28.50 0.00 0.00 0.00 0.00 0
3 0.0 0.23 13.85 21 0.00 28.50 0.01 0.00 0.00 0.01 0
4 0.0 0.41 24.46 45 0.01 28.51 0.01 0.00 0.00 0.01 1
5 0.0 0.63 37.89 83 0.01 28.51 0.01 0.00 0.00 0.01 1
6 0.0 0.90 53.97 136 0.02 28.52 0.01 0.00 0.00 0.01 1
7 0.0 1.21 72.54 208 0.03 28.53 0.02 0.00 0.00 0.02 1
8 0.0 1.56 93.36 300 0.04 28.54 0.02 0.00 0.00 0.02 1
9 0.0 1.94 116.20 415 0.05 28.55 0.02 0.00 0.00 0.02 1
10 0.0 2.35 140.79 554 0.06 28.56 0.03 0.00 0.00 0.03 2
11 0.0 2.78 166.85 720 0.08 28.58 0.03 0.00 0.00 0.03 2
12 0.0 3.23 194.07 912 0.09 28.59 0.03 0.00 0.00 0.03 2
13 0.0 3.70 222.14 1132 0.11 28.61 0.04 0.00 0.00 0.04 2
14 0.0 4.18 250.73 1381 0.14 28.64 0.04 0.00 0.00 0.04 2
15 0.0 4.66 279.51 1658 0.16 28.66 0.04 0.00 0.00 0.04 3
16 0.0 5.14 308.14 1964 0.18 28.68 0.05 0.00 0.00 0.05 3
17 0.0 5.60 336.29 2297 0.21 28.71 0.05 0.00 0.00 0.05 3
18 0.0 6.06 363.64 2658 0.24 28.74 0.05 0.00 0.00 0.05 3
19 0.0 6.50 389.86 3045 0.27 28.77 0.05 0.00 0.00 0.05 3
20 0.0 6.91 414.65 3456 0.30 28.80 0.06 0.00 0.00 0.06 3
21 0.0 7.30 437.73 3890 0.34 28.84 0.06 0.00 0.00 0.06 4
22 0.0 7.65 458.83 4346 0.37 28.87 0.06 0.00 0.00 0.06 4
23 0.0 7.96 477.69 4819 0.41 28.91 0.07 0.00 0.00 0.07 4
24 0.0 8.24 494.10 5310 0.44 28.94 0.07 0.00 0.00 0.07 4
25 0.0 8.46 507.88 5813 0.48 28.98 0.07 0.00 0.00 0.07 4
26 0.0 8.65 518.85 6328 0.52 29.02 0.08 0.00 0.00 0.08 5
Page 1 of 13

27 0.0 8.78 526.89 6850 0.55 29.05 0.08 0.00 0.00 0.08 5
28 0.0 8.87 531.92 7377 0.59 29.09 0.08 0.00 0.00 0.08 5
29 .0.0 8.90 533.86 7906 0.63 29.13 0.08 0.00 0.00 0.08 5
30 0.0 8.88 532.71 8434 0.66 29.16 0.09 0.00 0.00 0.09 5
31 0.0 8.81 528.46 8957 0.70 29.20 0.09 0.00 0.00 0.09 5
32 0.0 8.69 521.18 9473 0.74 29.24 0.09 0.00 0.00 0.09 5
33 0.0 8.52 510.94 9979 0.77 29.27 0.09 0.00 0.00 0.09 6
34 0.0 8.30 497.86 10471 0.80 29.30 0.09 0.00 0.00 0.09 6
35 0.0 8.04 482.10 10948 0.83 29.33 0.10 0.00 0.00 0.10 6
36 0.0 7.73 463.84 11406 0.87 29.37 0.10 0.00 0.00 0.10 6
37 0.0 7.40 444.08 11844 0.89 29.39 0.10 0.00 0.00 0.10 6
38 0.0 7.08 424.69 12263 0.92 29.42 0.10 0.00 0.00 0.10 6
39 0.0 6.77 406.15 12663 0.95 29.45 0.10 0.00 0.00 0.10 6
40 0.0 6.47 388.41 13045 0.97 29.47 0.10 0.00 0.00 0.10 6
41 0.0 6.19 371.45 13410 1.00 29.50 0.10 0.00 0.00 0.10 6
42 0.0 5.92 355.23 13759 1.02 29.52 0.11 0.00 0.00 0.11 6
43 0.0 5.66 339.72 14093 1.04 29.54 0.11 0.00 0.00 0.11 6
44 &0 5.41 324.88 14411 1.06 29.56 0.11 0.00 0.00 0.11 6
45 0.0 5.18 310.70 14715 1.08 29.58 0.11 0.00 0.00 0.11 7
46 0.0 4.95 297.13 15006 1.10 29.60 0.11 0.00 0.00 0.11 7
47 0.0 4.74 284.15 15283 1.12 29.62 0.11 0.00 0.00 0.11 7
48 0.0 4.53 271.75 15548 1.14 29.64 0.11 0.00 0.00 0.11 7
49 0.0 4.33 259.88 15802 1.15 29.65 0.11 0.00 0.00 0.11 7
50 0.0 4.14 248.53 16043 1.17 29.67 0.11 0.00 0.00 0.11 7
51 0.0 3.96 237.68 16274 1.18 29.68 0.11 0.00 0.00 0.11 7
52 0.0 3.79 227.30 16495 1.20 29.70 0.11 0.00 0.00 0.11 7
53 0.0 3.62 217.37 16705 1.21 29.71 0.12 0.00 0.00 0.12 7
54 0.0 3.46 207.88 16906 1.22 29.72 0.12 0.00 0.00 0.12 7
55 0.0 3.31 198.80 17098 1.23 29.73 0.12 0.00 0.00 0.12 7
56 0.0 3.17 190.12 17281 1.25 29.75 0.12 0.00 0.00 0.12 7
57 0.0 3.03 181.82 17456 1.26 29.76 0.12 0.00 0.00 0.12 7
58 0.0 2.90 173.88 17623 1.27 29.77 0.12 0.00 0.00 0.12 7
59 0.0 2.77 166.29 17782 1.28 29.78 0.12 0.00 0.00 0.12 •7
60 0.0 2.65 159.03 17934 1.29 29.79 0.12 0.00 0.00 0.12 ''-7:
61 0.0 2.53 152.08 18079 1.30 _ _29M- 0.12 0.00 0.00 0.12 7`'I
62 0.0 2.42 145.44 18217 1.30, 29.80 0.12 0.00 0.00 0.12 7
63 0.0 2.32 139.09 18349 1.31, 29.81. , 0.12 0.00 0.00 0.12
Page 2 of 13

64 0.0 2.22 133.02 18475 1.32 29.82 0.12 0.00 0.00 0.12 7
65 0.0 2.12 127.21 18595 1.33 29.83 0.12 0.00 0.00 0.12 7
66 0.0 2.03 121.65 18709 1.34 29.84 0.12 0.00 0.00 0.12 7
67 0.0 1.94 116.34 18818 1.34 29.84 0.12 0.00 0.00 0.12 7
68 0.0 1.85 111.26 18922 1.35 29.85 0.12 0.00 0.00 0.12 7
69 0.0 1.77 106.40 19021 1.36 29.86 0.12 0.00 0.00 0.12 7
70 0.0 1.70 101.75 19116 1.36 29.86 0.12 0.00 0.00 0.12 7
71 0.0 1.62 97.31 19206 1.37 29.87 0.12 0.00 0.00 0.12 7
72 0.1 1.55 93.06 19291 1.37 29.87 0.12 0.00 0.00 0.12 7
73 0.1 1.48 89.00 19373 1.38 29.88 0.12 0.00 0.00 0.12 7
74 0.1 1.42 85.11 19451 1.38 29.88 0.12 0.00 0.00 0.12 7
75 0.1 1.36 81.40 19525 1.39 29.89 0.12 0.00 0.00 0.12 7
76 0.1 1.30 77.84 19595 1.39 29.89 0.12 0.00 0.00 0.12 7
77 0.1 1.24 74.44 19662 1.40 29.90 0.12 0.00 0.00 0.12 7
78 0.1 1.19 71.19 19726 1.40 29.90 0.12 0.00 0.00 0.12 7
79 0.1 1.13 68.08 19786 1.40 29.90 0.12 0.00 0.00 0.12 7
80 0.1 1.09 65.11 19844 1.41 29.91 0.12 0.00 0.00 0.12 7
81 0.1 1.04 62.27 19899 1.41 29.91 0.12 0.00 0.00 0.12 7
82 0.1 0.99 59.55 19951 1.41 29.91 0.12 0.00 0.00 0.12 7
83 0.1 0.95 56.95 20000 1.42 29.92 0.12 0.00 0.00 0.12 7
84 0.1 0.91 54.46 20047 1.42 29.92 0.13 0.00 0.00 0.13 8
85 0.1 0.87 52.08 20092 1.42 29.92 0.13 l 0.00 0.00 0.13 8
86 0.1 0.83 49.81 20134 1.42 29.92 0.13 0.00 0.00 0.13 8
87 0.1 0.79 47.63 20174 1.43 29.93 0.13 0.00 0.00 0.13 8
88 0.1 0.76 45.55 20212 1.43 29.93 0.13 0.00 0.00 0.13 8
89 0.1 0.73 43.56 20248 1.43 29.93 0.13 0.00 0.00 0.13 8
90 0.1 0.69 41.66 20282 1.43 29.93 0.13 0.00 0.00 0.13 8
91 0.1 0.66 39.84 20315 1.44 29.94 0.13 0.00 0.00 0.13 8
92 0.1 0.64 38.10 20345 1.44 29.94 0.13 0.00 0.00 0.13 8
93 0.1 0.61 36.44 20374 1.44 29.94 0.13 0.00 0.00 0.13 8
94 0.1 0.58 34.85 20402 1.44 29.94 0.13 0.00 0.00 0.13 8
95 0.1 0.56 33.33 20427 1.44 29.94 0.13 0.00 0.00 0.13 8
96 0.1 0.53 31.87 20452 1.44 29.94 0.13 0.00 0.00 0.13 8
97 0.1 0.51 30.48 20474 1.45 29.95 0.13 0.00 0.00 0.13 8
98 0.1 0.49 29.15 20496 1.45 29.95 0.13 0.00 0.00 0.13 8
99 0.1 0.46 27.87 20516 1.45 29.95 0.13 0.00 0.00 0.13 8
100 0.1 0.44 26.66 20535 1.45 29.95 0.13 0.00 0.00 0.13 8
Page 3 of 13

101 0.1 0.42 25.49 20553 1.45 29.95 0.13 0.00 0.00 0.13 8
102 0.1 0.41 24.38 20570 1.45 29.95 0.13 0.00 0.00 0.13 8
103 0.1 0.39 23.32 20586 1.45 29.95 0.13 0.00 0.00 0.13 8
104 0.1 0.37 22.30 20601 1.45 29.95 0.13 0.00 0.00 0.13 8
105 0.1 0.36 21.32 20614 1.45 29.95 0.13 0.00 0.00 0.13 8
106 0.1 0.34 20.39 20627 1.46 29.96 0.13 0.00 0.00 0.13 8
107 0.1 0.33 19.50 20639 1.46 29.96 0.13 0.00 0.00 0.13 8
108 0.1 0.31 18.65 20650 1.46 29.96 0.13 0.00 0.00 0.13 8
109 0.1 0.30 17.84 20660 1.46 29.96 0.13 0.00 0.00 0.13 8
110 0.1 0.28 17.06 20670 1.46 29.96 0.13 0.00 0.00 0.13 8
111 0.1 0.27 16.31 20678 1.46 29.96 0.13 0.00 0.00 0.13 8
112 0.1 0.26 15.60 20686 1.46 29.96 0.13 0.00 0.00 0.13 8
113 0.1 0.25 14.92 20694 1.46 29.96 0.13 0.00 0.00 0.13 8
114 0.1 0.24 14.27 20700 1.46 29.96 0.13 0.00 0.00 0.13 8
115 0.1 0.23 13.64 20706 1.46 29.96 0.13 0.00 0.00 0.13 8
116 0.1 0.22 13.05 20712 1.46 29.96 0.13 0.00 0.00 0.13 8
117 0.1 0.21 12.48 20717 1.46 29.96 0.13 0.00 0.00 0.13 8
118 0.1 0.20 11.93 20721 1.46 29.96 0.13 0.00 0.00 0.13 8
119 0.1 0.19 11.41 20725 1.46 29.96 0.13 0.00 0.00 0.13 8
120 0.1 0.18 10.91 20728 1.46 29.96 0.13 0.00 0.00 0.13 8
Page 4 of 13

Total DA=1 75,6921sf Imp SA=1 52,2031sf
Inflow Hydrograph Ccum= 0.68 Length W'shed=1 4001feet
(Using Malcolm Step Function) I =F 7.51in/hr Height W'shed= 1 31feet
A= 1.74 ac P(Prec Depth)`=1 4.91in
Qpeak 8.9 cfs tc= 5 minutes
tp = 29 minutes ' 10 Year 6 hour Precip C
Time Flow(Q)
(min) (cfs)
0 0.00
1 0.03
2 0.10
3 0.23 S = 1.56 in
4 0.41 Q`= 3.43 in
5 0.63 Vol= 21,604 cf
6 0.90
7 1.21
8 1.56
9 1.94
10 2.35
11 2.78
12 3.23
13 3.70
14 4.18
15 4.66
16 5.14
17 5.60
18 6.06
19 6.50
20 6.91
21 7.30
22 7.65
23 7.96
24 8.24
25 8.46
26 8.65
27 8.78
28 8.87
29 8.90
30 8.88
31 8.81
32 8.69
33 8.52
34 8.30
35 8.04
36 7.73
37 7.40
38 7.08
39 6.77
40 6.47
41 6.19
Page 5 of 13

42 5.92
43 5.66
44 5.41
45 5.18
46 4.95
47 4.74
48 4.53
49 4.33
50 4.14
51 3.96
52 3.79
53 3.62
54 3.46
55 3.31
56 3.17
57 3.03
58 2.90
59 2.77
60 2.65
61 2.53
62 2.42
63 2.32
64 2.22
65 2.12
66 2.03
67 1.94
68 1.85
69 1.77
70 1.70
71 1.62
72 1.55
73 1.48
74 1.42
75 1.36
76 1.30
77 1.24
78 1.19
79 1.13
80 1.09
81 1.04
82 0.99
83 0.95
84 0.91
85 0.87
86 0.83
87 0.79
88 0.76
89 0.73
90 0.69
91 0.66
92 0.64
93 0.61
Page 6 of 13

94 0.58
95 0.56
96 0.53
97 0.51
98 0.49
99 0.46
100 0.44
101 0.42
102 0.41
103 0.39
104 0.37
105 0.36
106 0.34
107 0.33
108 0.31
109 0.30
110 0.28
111 0.27
112 0.26
113 0.25
114 0.24
115 0.23
116 0.22
117 0.21
118 0.20
119 0.19
120 0.18
Page 7 of 13

Accum Z
Volume Stage In S In Z Zest Comment
0 0 Contour at Normal Pond (wet pond) or Basin Bottom (infiltration)
13541.5 1 9.513514 0 1.005857
29324.5 2 10.28618 0.693147 1.981043
46786 3 10.75334 1.098612 2.984459
65995 4 11.09733 1:386294 4.035669
87020.5 5 11.3739 1.609438 5.143716
109932 6 11.60762 1.791759 6.314157 Contour at Berm Top
b = 1.139986
Ks = 13451.65
Regression Analysis Y Data Range
Regression Analysis X Data Range
SUMMARY OUTPUT
Regression Statistics
Multiple R 0.999894
R Square 0.999787
Adjusted R 0.999681
Standard E 0.012241
Observatio 4
ANOVA
df SS MS F ignificance F
Regressior 1 1.409002 1.409002021 9403.702 0.000106
Residual 2 0.0003 0.000149835
Total 3 1.409302
Coefficients andard Ern t Stat P-value Lower 95%Upper 95%.ower 95.OWpper 95.0%
Intercept 9.506857 0.011167 851.3545814 1.38E-06 9.458811 9.554904 9.458811 9.554904
X Variable 1.139986 0.011756 96.97268811 0.000106 1.089405 1.190567 1.089405 1.190567
Page 8 of 13

Outlet Device 1 (Orifice)
Diameter of Orifice =
Cd = 1 0.61
Cross Sectional Area = 0.021806 sf
g = 32.2 ft/sec2
Stage Head Q
feet ifg@L cfs
0.00 0.00 0.00
0.01 0.00 0.00
0.02 0.00 0.00
0.03 0.00 0.00
0.04 0.00 0.00
0.05 0.00 0.00
0.06 0.00 0.00
0.07 0.00 0.00
0.08 0.00 0.00
0.09 0.01 0.01
0.10 0.02 0.01
0.11 0.03 0.02
0.12 0.04 0.02
0.13 0.05 0.02
0.14 0.06 0.02
0.15 0.07 0.03
0.16 0.08 0.03
0.17 0.09 0.03
0.18 0.10 0.03
0.19 0.11 0.03
0.20 0,12 0.04
0.21 0.13 0.04
0.22 0.14 0.04
0.23 0.15 0.04
0.24 0.16 0.04
0.25 0.17 0.04
0.26 0.18 0.04
Page 9 of 13

Outlet Device 2 (Weir)
Weir Length = F 1-21 feet
Cw= I 31 Use 3.33 for Sharp, 3.00 for Broad or Free
Weir Elevations= I 301feet
Stage Head Q
feet feet cfs
0.00 -1.50 0.00
0.01 -1.49 0.00
0.02 -1.48 0.00
0.03 -1.47 0.00
0.04 -1.46 0.00
0.05 -1.45 0.00
0.06 -1.44 0.00
0.07 -1.43 0.00
0.08 -1.42 0.00
0.09 -1.41 0.00
0.10 -1.40 0.00
0.11 -1.39 0.00
0.12 -1.38 0.00
0.13 -1.37 0.00
0.14 -1.36 0.00
0.15 -1.35 0.00
0.16 -1.34 0.00
0.17 -1.33 0.00
0.18 -1.32 0.00
0.19 -1.31 0.00
0.20 -1.30 0.00
0.21 -1.29 0.00
0.22 -1.28 0.00
0.23 -1.27 0.00
0.24 -1.26 0.00
0.25 -1.25 0.00
0.26 -1.24 0.00
0.27 -1.23 0.00
0.28 -1.22 0.00
0.29 -1.21 0.00
0.30 -1.20 0.00
0.31 -1.19 0.00
0.32 -1.18 0.00
0.33 -1.17 0.00
Page 10 of 13

0.34 -1.16 0.00
0.35 -1.15 0.00
0.36 -1.14 0.00
0.37 -1.13 0.00
0.38 -1.12 0.00
0.39 -1.11 0.00
0.40 -1.10 0.00
0.41 -1.09 0.00
Page 11 of 13

Outlet Device 3 (Pump)
Pump Rate= F-----Olgpm
Pump On Elevation Ina I feet
Pumping Rate 0 cfs
Page 12 of 13

10.00
9.00
8.00
7.00
-- 6.00 -
—Inflow
C 5.00 —outflow
4.00
3.00
2.00
1 .00
0.00
1 11 21 31 41 51 61 71 81 91 101 111 121
Time (minutes)
Page 13 of 13

Casmer;Jo
From: Casmer, Jo
Sent: Tuesday, January 07, 2014 9:31 AM
To: Newsom, David; '[e-mail]'; '[e-mail]'
Subject: Rose Commercial Center; Stormwater Permit Application#SW8 131213
The Wilmington Regional Office of the Division of Energy, Mineral,and Land Resources (Stormwater Section)
received the Stormwater Permit Application and$505.00 fee on December 19,2013. Your project will be assigned
to a staff member and reviewed within 75 days of receipt 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.
fo Casmer
Administrative Assistant for DEMLR/Stormwater Section
NC Department of Environment&Natural Resources
Division of Environmental Assistance&Customer Service
127 Cardinal Drive Extension
WIImington, NC 28405
Phone: [phone]
Fax: [phone]
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parries
1

Casmee; Jo
From: Casmer, Jo
Sent: Monday, January 06, 2014 3:19 PM
To: '[e-mail]'
Subject: Rose Commercial Center
Hi Pascal: Linda included me on her email reply to you. I am the admin support for Stormwater and you can always
contact me regarding status of projects as I am the first point of contact when applications are submitted.
This application was received on December 19th,was given a cursory review,then given to me to enter into the
database. Many of the staff, including myself,took vacation time during the holidays. I actually just put the submittal
on my desk about 30 minutes ago to get it entered and a file established. From there it goes into a drawer awaiting
assignment to a reviewer by our Stormwater Supervisor,Georgette Scott. She plans on assigning all the projects that
came in during the holidays before the end of the week. At that point, I will be able to tell you who the staff reviewer
will be. I am unable to estimate a timeframe for their review as projects are reviewed in date ordered received and I
have no way of knowing at this time what the intended reviewer has ahead of this project.
Please feel free to contact me next week and I will then be able to tell you who the project has been assigned to and
then you can touch base with him/her to discuss a timeframe.
Hope this helps.
fo casmer
Administrative Assistant for DEMLR/Stormwater Section
NC Department of Environment&Natural Resources
Division of Environmental Assistance&Customer Service
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Email correspondence to and from this address may be subject to the North Carolina Public Records Law arid may be disclosed to third
parties
1

n Completeness Review Checklist
Project Name: tilYlQCRO FrLCCATIEIZ Received Date: )q DgC apt
/
Project Location: —J oKf,LcM-) Accepted Date:
Rule(s) 2008 Coastal 1:11995 Coastal ®Phase 11 (WiRO ) ®Universal ®1988 Coastal
Type of Permit: Ne or Mod or PR Existing Permit#(Mod or PR): PE Cert on File?
Density: HD or LD I Type: Corkneaial or Residential ®NCG:
%: &p (%00) Stream Class: No,_I ®SA Map 1:30ffsite to SW8
Subdivided?-Subdivision or—Single-Lot —ORW-Map — FXempt -- —
Paperwork Emailed Engineer on:
135upplement(s) (1 original per BMP) BMP Type(s): l k'�o-r L5/Uf5
&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
application with correct/original signatures �"��t ®Deed
®Corp or LLC: Six.Auth. per SoS or lette � � \Z- ❑Email Address: Design Engineer
Ef$505 (within 6mo) ®Email Address: Owner
®Soils Report with SHWT (Vote to Reviewer:
7"culations (signed/sealed)
❑No obvious errors
❑Density includes common areas, etc
®Deed Restrictions, if subdivided:
❑Signed & Notarized
1-1 Correct Template(Comm/Res& HD/LD) or Dec. Covenants & Rest.
Plans
1:12 Sets ®Details (roads, cul-de-sacs,curbs, sidewalks, BMPs, Buildings,etc)
®Grading Wetlands: Delineated or No Wetlands
®Vicinity Map Layout(proposed BUA dimensions)
®Legend ®DA Maps ❑Project Boundaries
Infiltration Wet Pond offsite
Soils Report ❑Soils Report 11PE Cert for Master Lot#:
SHWT: SHWT: ®Deed Rest for Master Lot# Matches Master
Bottom: PP: BUA Permitted (Master): sf
Visited: BUA Proposed (Offsite): sf
Additional Information:
Permitted Proposed: Proposed: Proposed:
BUA(sf)
DA (sf)
PP (el)
SHWT(el)
Depth (ft)
SA(sf)

i
Z,;
/S7Q3
r.
3o-z8.s '
k — f2, I7Z sbf
�.5 �rocr
o,s -Iz, izz - 3� . o.s - r Zzo. 33
x - rz,rzz r,�
�K c ( 2-2o .33 t eZ
O
27. 23b$
_' 2212

205 Ward Road—Unit#3
Swansboro,N.C.28584
Tel:[phone]
Fax:[phone] Crystal Coast
I
Tmillisn*W
To: Linda Lewis From: Dave Newsom
NCDENR- Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Rea Rose Commercial Center Date: 12/13/2013
❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle
Attached:
• One (1) original and one (1) copy of Stormwater Management Permit Application Form.
• One (1) original O & M agreement form for Wet Basin & Filter Strip/Level Spreader.
• One (1) original Supplement Form for Wet Basin & Level Spreader.
• One (1) check of the amount of$505 for express review fee.
• One (1) copy of narrative.
• One (1) copy of USGS Map. 17�9=IVE
• One (1) copy of stormwater pond calculations. DEC 19 2013
• One (1) copy of storm pipes chart.
9Y:_— ---
• One (1) copy of the 10 yr and 100 yr routing calculations.
• Two (2) sets of plans.
• One (1) copy of soils report.

Stormwater Treatment
And Erosion Control Narrative
Rose Commercial Center
Onslow County
Rose Family Properties, LLC proposes to construct a commercial center on a 2.11 acres tract
located on NC Highway 24 at its intersection with Seth Thomas Road in Swansboro, Onslow
County. The site is currently undeveloped.
The developer will construct parking, drainage, water distribution and wastewater treatment
improvements. The total disturbed area is 2.0 acres.
The project, located within 0.5 miles of SA;HQW waters (Cartwheel Branch 20-26-1), will be
designed as high density (>12% BUA).
The stormwater emanating from the proposed impervious surfaces shall be collected via sheet
drainage and underground storm pipes and treated in a wet detention pond. A level spreader and
vegetated filter strip will also be designed in accordance with SA watershed requirements.
The treatment system will require periodic maintenance specified in the attached Operation and
Maintenance agreements.
Proposed erosion sedimentation control measures include temporary construction entrance,
silt fence, and inlet protection. During construction, the stormwater storage basin will be
used as a temporary sediment basin. The proposed basin contains adequate storage to
accommodate sediment generated from the project area based on 3,600 CF/acre
requirements.
Soils on the site are loamy sands, underlain by denser less permeable strata. Site
topography is gently sloping (<2.0%) to the northeast.
ECE'VE
DEC 19 2013
8Y:

CA201310103681
SOSID:0643709
Date Filed: 4/11/2013 7:13:00 AM
Elaine F.Marshall
a LIMITED LIABILITY COMPANY ANNUAL RE North Carolina secretary of state
NAME OF LIMITED LIABILITY COMPANY: Rose Family Properties,LLC CA2013 101 03681
SECRETARY OF STATE ID NUMBER: 0643709 STATE OF FORMATION: NC Fongoeiceuseony
REPORT FOR THE YEAR: 2013
SECTION A:REGISTERED AGENT'S INFORMATION Changes
1.NAME OF REGISTERED AGENT: Janet Rose Swart
2.SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3.REGISTERED OFFICE STREET ADDRESS&COUNTY 4.REGISTERED OFFICE MAILING ADDRESS
203 Country Club Road 203 Country Club Road
Jacksonville,NC 28546 Onslow Jacksonville,NC 28546
SECTION B: PRINCIPAL OFFICE INFORMATION
1.DESCRIPTION OF NATURE OF BUSINESS: Lease Real Estate Rental
2.PRINCIPAL OFFICE PHONE NUMBER: [phone] 3.PRINCIPAL OFFICE EMAIL:
4.PRINCIPAL OFFICE STREET ADDRESS&COUNTY 6.PRINCIPAL OFFICE MAILING ADDRESS
203 Country Club Road 203 Country Club Road
Jacksonville,NC 28546 Onslow, Jacksonville,NC 28546
SECTION C:MANAGERSIMEMBERSIORGANIZERS(Enter additional Managers/Members/Organizers in Section E.)
NAME: J Travis Rose NAME: Janet Rose Swart NAME:
TITLE: Manager TITLE: Manager TITLE:
ADDRESS: ADDRESS: ADDRESS:
203 Country Club Road 203 Country Club Road
Jacksonville,NC 28546 Jacksonville,NC 28546
SECTION D:CERTIFICATION OF ANNUAL REPORT Section D must be
completeddI Its entirety by a person/business entity.
SIGNATURE 1 DATE
Form must be sig 6y Managerimember listed under Section C of this form.
Janet Rose Swart Manager il)Jtt7u(
Print or Type Name of Manager/Member UtL 5TITSSM
R.
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF 1200 BYr IIII�IIIIII IIIIII�IIIIII�
MAIL TO:Secretary of State, Corporations Division, Post Office Box 29525, Raleigh,NC 27626-0525

'0 ��;iV
Crystal Coast Engineering, PA SS N •.
205-3 Ward Road
Swansboro.NC 28584 - SEAL c
910-325-0006
Business License:C-2553
PROJECT: Rose Commerical Swansboro I�1IZ'1Z
tc= 5 mins (( JJ
110 = 7.5
INCR. INCR. I TOTAL TOTAL OUTLET
PIPE Ccum AREA Q10 AREA 010 DIAMETER LENGTH GRADE VELOCITY ZONE LENGTH WIDTH TYPE
A 0.90 0.33 2.231 0.3312.23 12" 142 0.83%
B 0.90 0.07 0.47 0.40 2.70 15" 44 0.83%
C 0.90 0.09 0.611 0.491 3.31 15" 1 88 1 0.83% 5.5 Zone 2 8' 4' CI"B"
W
O '®
m
c-�
m
w

` Crystal Coast Engineering.PA „ C "•.,
205-3 Ward Road
Swansboro,NC 28584 F 3J0,1%.29':
Tel:[phone]
i Business License#:C-2553
AL
Design Calculations
Stormwater Treatment Facilities
for 1- y+ '�^ IPtEtiFt. ��
Rose Commercial Center
located in
Onslow County
1. PROJECT DESCRIPTION
The Project consists of proposed commercial center and associated site work.
2. COMPUTE POND AREA REQUIRED
a. Compute Percent Impervious:
Phase 1 Phase 2
Impervious Areas: Total
On-Site Buildings 7.686 0 7,686 SF
On-Site Streets 0 0 0 SF
On-Site Parking 28,422 0 28,422 SF
On-Site Sidewalks 3,495 0 3,495 SF
Other on-site 0 0 0
Off-site 0 0 0
Sub-Total 39,603 0 39,603 SF
FUTURE I 0 ' 0 0 SF
FUTURE(reserved) 500 12,100 12,600
Total 40,103 12,100 52,203 SF
Total Area Drainage to Pond: F--75—,692-1 SF
Percent Impervious= 0.690 or 69.0 %
b. Compute Pond Surface Area
Using Surface Area to Drainage Area Ratio Chart for 90% TSS Removal (copy attached) and
assuming 3.38 foot pond depth:
SA/DA= 7.16 % (interpolated -Select from Highlighted Cell in SA/DA)
Therefore:
Surface Area = SA/DA x Drainage Area
= 5,418 SF say 12,1.22 SF
rDEC
5,418 SF
1 9 Lula
Page 1 of 7 BY.

c. Compute Minimum Pond Dimensions
Assume rectangular shape with 3:1 Length (L) to Width (W) Ratio:
Min Length = 127.49 feet
Min Width = 42.50 feet
Site conditions, however, dictate irregular shaped pond:
Hydr. Length = 2-0-—7 0-1 feet
so, Hydr. Width (a% 58.6 feet(avg)
Actual LAN = 3.5 (irregular shape)
3. DETERMINE REQUIRED STORAGE VOLUME
Based on required rainfall depth:
Design Rainfall Depth = 1.5 inches
Using Schuler"Simple Method":
Rv = 0.05 + 0.009(I) where I = percent impervious
Rv = 0.671 in/in
Runoff Volume = Design Rainfall x Rv x Drainage Area
Runoff Volume = 6,346 CF
Based on Q1/24 Post Development less 01/24 PreDevelopment
PreDevelopment Runoff
1-yr, 24 hour rainfall depth 3 651 in
Using Schuler"Simple Method":
Rv = 0.05 + 0.009(I) where I = percent impervious
Rv = 0.050 in/in
Runoff Volume = Design Rainfall x Rv x Drainage Area
Runoff Volume = 1,151 CF
Post Development Runoff
Using Schuler"Simple Method":
Rv= 0.05+ 0.009(I) where I = percent impervious
Rv = 0.671 in/in
Page 2 of 7

Runoff Volume = Design Rainfall x Rv x Drainage Area
Runoff Volume = 15,442 CF
Post Development Q1/24 - PreDevelopment Q1/24 = 14,291 CF
Controlling Storage Volume = 14,291 CF say 20 929 CF
Must be > 14,291 SF
4. DETERMINE REQUIRED STORAGE DEPTH
Assume: 3:1 side slopes
solving for depth (d) by trial & error:
d = 1.10
5. DETERMINE ORIFICE SIZE
Control Volume must be drawn down over a 2 day- 5 day period.
Using orifice equation, solve for Diameter(D) that results in 3-1/2 day period:
D = (Q/0.026 (h)5).5
Where: Q = (Control Volume / 3.5 days x 86,400 sec/day)
= 0.069 cfs
h = D/3
= 0.37
Solving for D:
D = 2.10 Use 2.00 " pipe
Actual Drawdown with actual drawdown pipe diameter(using orifice equation):
Q= 0.063 cfs
Draw Down Period = 2.63 days OK , < 5.0
6. SELECT OUTLET STRUCTURE SIZE
Size outlet structure such that depth of Q10 flow < or+ to F--2-25---1 Feet
Using Rational Formula (Q=CIA)where:
Cimper= 0.9
Cpery = 0.2
Ccum = 0.68
110 = 7.50 in/hr
Page 3 of 7

A= 1.74 ac
Q 10 = 8.90 cfs
Using Francis Formula (Q=3.01-1-1''S) to solve for L such that H = 2.25 Feet
Min L = 0.879 Linear Feet
Use 12 Linear Foot Weir
Use 5 Square Precast Structure N/A
7. DETERMINE Q10 STAGE
Q10 = 8.90 cfs
From Routing Analysis, H10 = 1.46
8. DETERMINE Q100 STAGE (ELEV. OF EMERGENCY SPILLWAY)
Using Rational Formula (Q=CIA)where:
Cimper= 0.9
Cpery = 0.2
Ccum = 0.68
1100 = 9.50 in/hr
A= 1.74 ac
0100 = 11.27 cfs
From Routing Analysis, H100 = 1.78
9. DETERMINE Q100 STAGE OVER EMERGENCY SPILLWAY(TOP BERM ELEV.)
Assume primary spillway blocked (i.e., 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))213
where: Q = Q100 11.27 cfs
Cw = 3.0
Length = 65 feet
H = 0.15 feet
10. FOREBAY SIZING
Page 4 of 7

Compute Actual Pond Volumes (using average end method):
Avg Incr. Incr. Cum.
Main Bay Volume : Elevation Area SF Area SF Depth (FT) Vol CF Vol (CF)
Pond Bottom 22.00 1;914
Bottom Veg Shelf 28.00 7:4011 4,658 6.00 27,945 27,945
Normal Pond 28.50 9,754 8,578 0.50 4,289 32,234
Main Bay Volume = 32,234 CF
Forebay Volume : Elevation Area SF Area SF Depth FT Vol (CF) Vol CF
Pond Bottom 22.00 336
Normal Pond 28.50 2,368 1,352 6.50 8,788 8,788
Forebay Volume = 8,788 CF
Total Pond Volume 41,022 CF
Total Pond Area= 12,122 SF
Forebay Volume equates to 21.4 % of Total Volume
Must be > 18% and < 22%
Average Pond Depth = 3.38 feet
Compare to assumed Depth 3.38 feet
Temp. Storage Volume : Elevation Area SF Area SF Depth (FT) Vol CF Vol (CF)
Normal Pond 28.50 12,122
Temp. Pond Level 30.00 15,783 13,953 1.50 20,929 20,929
Temporary Level should be 29.60 or greater
Temp. Pool Volume= 20,929 CF
11. SUMMARY
Pond Elevations:
Relative Actual
Top Berm (minimum) 9.93 31.28
H= 0.15
100-Yr. Storm 9.78 30.28 (emerg. weir elev)
H100= 1.78
10-Yr. Storm 9.46 29.96
H10= 1.46
Temp. Storage 8.00 30.00 (primary weir elev)
storage depth= 1.50
Permanent Pool 6.50 28.50 (invert out elev)
pond depth= 6.50
Pond Bottom 0 22.00
I
Page 5 of 7

12.WET DETENTION BASIN SUPPLEMENT
Site Characteristics
Drainage Area 75,692 sf
Impervious Area 52,203 sf
% Impervious 69.0 %
Design Rainfall Depth 1.5 in
Storage Volume
Min. Volume Required 6,346 cf
Volume Provided 20,929 cf
Peak Flow Calculations
1-yr, 24 hour rainfall depth 3.65 in
Rational C, predevelopment 1-0 21
Rational C, post development 0.68
Rainfall Intensity 1 yr 24 hr 0.15 in/hr
Pre Dev Q1(24 hour) 0.05 cfs
Post Dev Q1 (24 hour) 0.18 cfs
Pre/Post Flow Control 0.13 cfs
Basin Elevations
Basin Bottom Elevation 21.00 feet(Elev)
Sediment Cleanout Elevation 22.00 feet(Elev)
Permanent Pool Elevation 28.50 feet(Elev)
Temporary Pool Elevation 30.00 feet (Elev)
Volume and Surface Area Calculations
SA/DA ratio 7.16
Surface Area Required 5,418 sf
Surface Area Provided 12,122 sf
Permanent Pool Volume 41,022 cf
Average Depth 3.38 feet
Forebay Volume 8,788 cf
Forebay % of Total Volume 21.4 %
Temporary pool Area 15,783 sf
Drawdown Calculations
Drawdown Time 2.63 days
Discharge Rate 0.063 cfs
Pre Dev Q1(24 hour) 0.05 cfs
Post Dev Q1 (24 hour) 0.16 cfs
Additional Information
Diameter of orifice 2.00 in
Design TSS Removal 90 %
Basin Side Slopes 3 :1
Vegetated Shelf Slope 10 :1
Page 6 of 7

Vegetated Shelf Width 10 ft
Length to Width Ratio 4 :1
Trash Rack? Yes
Freeboard Provided? Yes
Vegetated Filter Provided? Yes
Recorded Easement? Yes
Captures all Runoff? Yes
Drain Mechanism Pump
Page 7 of 7

000 C Rp� ,
.• FE SrD�;.� ��
AL I.r
Simplified Routing Procedure- 10 Year Storm Crystal Coast Engineering, PA_ 143
205-3 Ward Road ./
Project: Rose Commercial Center-Swansboro Swansboro,NC 28584 !' ,a,'•e KNEE?=
Date: i 11/10/2013 i 910-325-0006 5
K. N
Business License:C-2553 '0
Business
Increment ( 1(minutes (Must be < 29 minutes)
Orifice Weir Pump Total Total
Time Time Inflow(cfs) Inflow Stored Volume Stage Water Surface Outflow Outflow Outflow Outflow Outflow
min da s Cfs (cfl c(cf) LM Elevation Cfs) (Cfs) (cfs) (cfs (CCf
0 0.0 0.00 0.00 0 0.00 28.50 0.00 0.00 0.00 0.00 0
1 0.0 0.03 1.55 2 0.00 28.50 0.00 0.00 0.00 0.00 0
2 0.0 0.10 6.19 8 0.00 28.50 0.00 0.00 0.00 0.00 0
3 0.0 0.23 13.85 21 0.00 28.50 0.01 0.00 0.00 0.01 0
4 0.0 0.41 24.46 45 0.01 28.51 0.01 0.00 0.00 0.01 1
5 0.0 0.63 37.89 83 0.01 28.51 0.01 0.00 0.00 0.01 1
6 0.0 0.90 53.97 136 0.02 28.52 0.01 0.00 0.00 0.01 1 -
7 0.0 1.21 72.54 208 0.03 28.53 0.02 0.00 0.00 0.02 1f/
8 0.0 1.56 93.36 300 0.04 28.54 0.02 0.00 0.00 0.02 a'�
9 0.0 1.94 116.20 415 0.05 28.55 0.02 0.00 0.00 0.02 1 p1
10 0.0 2.35 140.79 554 0.06 28.56 0.03 0.00 0.00 0.03 42
11 0.0 2.78 166.85 720 0.08 28.58 0.03 0.00 0.00 0.03 [` 2 `-
12 0.0 3.23 194.07 912 0.09 28.59 0.03 0.00 0.00 0.03 ID- 2Cr
13 0.0 3.70 222.14 1132 0.11 28.61 0.04 0.00 0.00 0.04 2J�
14 0.0 4.18 250.73 1381 0.14 28.64 0.04 0.00 0.00 0.04 y 2
15 0.0 4.66 279.51 1658 0.16 28.66 0.04 0.00 0.00 0.04 \ Co
16 0.0 5.14 308.14 1964 0.18 28.68 0.05 0.00 0.00 0.05 3
17 0.0 5.60 336.29 2297 0.21 28.71 0.05 0.00 0.00 0.05 3
18 0.0 6.06 363.64 2658 0.24 28.74 0.05 0.00 0.00 0.05 3
19 0.0 6.50 389.86 3045 0.27 28.77 0.05 0.00 0.00 0.05 3
20 0.0 6.91 414.65 3456 0.30 28.80 0.06 0.00 0.00 0.06 3
21 0.0 7.30 437.73 3890 0.34 28.84 0.06 0.00 0.00 0.06 4
22 0.0 7.65 458.83 4346 0.37 28.87 0.06 0.00 0.00 0.06 4
23 0.0 7.96 477.69 4819 0.41 28.91 0.07 0.00 0.00 0.07 4
24 0.0 8.24 494.10 5310 0.44 28.94 0.07 0.00 0.00 0.07 4
25 0.0 8.46 507.88 5813 0.48 28.98 0.07 0.00 0.00 0.07 4
26 0.0 8.65 518.85 6328 0.52 29.02 0.08 0.00 0.00 0.08 5
Page 1 of 13

27 0.0 8.78 526.89 6850 0.55 29.05 0.08 0.00 0.00 0.08 5
28 0.0 8.87 531.92 7377 0.59 29.09 0.08 0.00 0.00 0.08 5
29 0.0 8.90 533.86 7906 0.63 29.13 0.08 0.00 0.00 0.08 5
30 0.0 8.88 532.71 8434 0.66 29.16 0.09 0.00 0.00 0.09 5
31 0.0 8.81 528.46 8957 0.70 29.20 0.09 0.00 0.00 0.09 5
32 0.0 8.69 521.18 9473 0.74 29.24 0.09 0.00 0.00 0.09 5
33 0.0 8.52 510.94 9979 0.77 29.27 0.09 0.00 0.00 0.09 6
34 0.0 8.30 497.86 10471 0.80 29.30 0.09 0.00 0.00 0.09 6
35 0.0 8.04 482.10 10948 0.83 29.33 0.10 0.00 0.00 0.10 6
36 0.0 7.73 463.84 11406 0.87 29.37 0.10 0.00 0.00 0.10 6
37 0.0 7.40 444.08 11844 0.89 29.39 0.10 0.00 0.00 0.10 6
38 0.0 7.08 424.69 12263 0.92 29.42 0.10 0.00 0.00 0.10 6
39 0.0 6.77 406.15 12663 0.95 29.45 0.10 0.00 0.00 0.10 6
40 0.0 6.47 388.41 13045 0.97 29.47 0.10 0.00 0.00 0.10 6
41 0.0 6.19 371.45 13410 1.00 29.50 0.10 0.00 0.00 0.10 6
42 0.0 5.92 355.23 13759 1.02 29.52 0.11 0.00 0.00 0.11 6
43 0.0 5.66 339.72 14093 1.04 29.54 0.11 0.00 0.00 0.11 6
44 0.0 5.41 324.88 14411 1.06 29.56 0.11 0.00 0.00 0.11 6
45 0.0 5.18 310.70 14715 1.08 29.58 0.11 0.00 0.00 0.11 7
46 0.0 4.95 297.13 15006 1.10 29.60 0.11 0.00 0.00 0.11 7
47 0.0 4.74 284.15 15283 1.12 29.62 0.11 0.00 0.00 0.11 7
48 0.0 4.53 271.75 15548 1.14 29.64 0.11 0.00 0.00 0.11 7
49 0.0 4.33 259.88 15802 1.15 29.65 0.11 0.00 0.00 0.11 7
50 0.0 4.14 248.53 16043 1.17 29.67 0.11 0.00 0.00 0.11 7
51 0.0 3.96 237.68 16274 1.18 29.68 0.11 0.00 0.00 0.11 7
52 0.0 3.79 227.30 16495 1.20 29.70 0.11 0.00 0.00 0.11 7
53 0.0 3.62 217.37 16705 1.21 29.71 0.12 0.00 0.00 0.12 7
54 0.0 3.46 207.88 16906 1.22 29.72 0.12 0.00 0.00 0.12 7
55 0.0 3.31 198.80 17098 1.23 29.73 0.12 0.00 0.00 0.12 7
56 0.0 3.17 190.12 17281 1.25 29.75 0.12 0.00 0.00 0.12 7
57 0.0 3.03 181.82 17456 1.26 29.76 0.12 0.00 0.00 0.12 7
58 0.0 2.90 173.88 17623 1.27 29.77 0.12 0.00 0.00 0.12 7
59 0.0 2.77 166.29 17782 1.28 29.78 0.12 0.00 0.00 0.12 7
60 0.0 2.65 159.03 17934 1.29 29.79 0.12 0.00 0.00 0.12 7
61 0.0 2.53 152.08 18079 1.30 29.80 0.12 0.00 0.00 0.12 7
62 &0 2.42 145.44 18217 1.30 29.80 0.12 0.00 0.00 0.12 7
63 0.0 2.32 139.09 18349 1.31 29.81 0.12 0.00 0.00 0.12 7
Page 2 of 13

64 0.0 2.22 133.02 18475 1.32 29.82 0.12 0.00 0.00 0.12 7
65 0.0 2.12 127.21 18595 1.33 29.83 0.12 0.00 0.00 0.12 7
66 0.0 2.03 121.65 18709 1.34 29.84 0.12 0.00 0.00 0.12 7
67 0.0 1.94 116.34 18818 1.34 29.84 0.12 0.00 0.00 0.12 7
68 0.0 1.85 111.26 18922 1.35 29.85 0.12 0.00 0.00 0.12 7
69 0.0 1.77 106.40 19021 1.36 29.86 0.12 0.00 0.00 0.12 7
70 0.0 1.70 101.75 19116 1.36 29.86 0.12 0.00 0.00 0.12 7
71 0.0 1.62 97.31 19206 1.37 29.87 0.12 0.00 0.00 0.12 7
72 0.1 1.55 93.06 19291 1.37 29.87 0.12 0.00 0.00 0.12 7
73 0.1 1.48 89.00 19373 1.38 29.88 0.12 0.00 0.00 0.12 7
74 0.1 1.42 85.11 19451 1.38 29.88 0.12 0.00 0.00 0.12 7
75 0.1 1.36 81.40 19525 1.39 29.89 0.12 0.00 0.00 0.12 7
76 0.1 1.30 77.84 19595 1.39 29.89 0.12 0.00 0.00 0.12 7
77 0.1 1.24 74.44 19662 1.40 29.90 0.12 0.00 0.00 0.12 7
78 0.1 1.19 71.19 19726 1.40 29.90 0.12 0.00 0.00 0.12 7
79 0.1 1.13 68.08 19786 1.40 29.90 0.12 0.00 0.00 0.12 7
80 0.1 1.09 65.11 19844 1.41 29.91 0.12 0.00 0.00 0.12 7
81 0.1 1.04 62.27 19899 1.41 29.91 0.12 0.00 0.00 0.12 7
82 0.1 0.99 59.55 19951 1.41 29.91 0.12 0.00 0.00 0.12 7
83 0.1 0.95 56.95 20000 1.42 29.92 0.12 0.00 0.00 0.12 7
84 0.1 0.91 54.46 20047 1.42 29.92 0.13 0.00 0.00 0.13 8
85 0.1 0.87 52.08 20092 1.42 29.92 0.13 0.00 0.00 0.13 8
86 0.1 0.83 49.81 20134 1.42 29.92 0.13 0.00 0.00 0.13 8
87 0.1 0.79 47.63 20174 1.43 29.93 0.13 0.00 0.00 0.13 8
88 0.1 0.76 45.55 20212 1.43 29.93 0.13 0.00 0.00 0.13 8
89 0.1 0.73 43.56 20248 1.43 29.93 0.13 0.00 0.00 0.13 8
90 0.1 0.69 41.66 20282 1.43 29.93 0.13 0.00 0.00 0.13 8
91 0.1 0.66 39.84 20315 1.44 29.94 0.13 0.00 0.00 0.13 8
92 0.1 0.64 38.10 20345 1.44 29.94 0.13 0.00 0.00 0.13 8
93 0.1 0.61 36.44 20374 1.44 29.94 0.13 0.00 0.00 0.13 8
94 0.1 0.58 34.85 20402 1.44 29.94 0.13 0.00 0.00 0.13 8
95 0.1 0.56 33.33 20427 1.44 29.94 0.13 0.00 0.00 0.13 8
96 0.1 0.53 31.87 20452 1.44 29.94 0.13 0.00 0.00 0.13 8
97 0.1 0.51 30.48 20474 1.45 29.95 0.13 0.00 0.00 0.13 8
98 0.1 0.49 29.15 20496 1.45 29.95 0.13 0.00 0.00 0.13 8
99 0.1 0.46 27.87 20516 1.45 29.95 0.13 0.00 0.00 0.13 8
100 0.1 0.44 26.66 20535 1.45 29.95 0.13 0.00 0.00 0.13 8
Page 3 of 13

101 0.1 0.42 25.49 20553 1.45 29.95 0.13 0.00 0.00 0.13 8
102 0.1 0.41 24.38 20570 1.45 29.95 0.13 0.00 0.00 0.13 8
103 0.1 0.39 23.32 20586 1.45 29.95 0.13 0.00 0.00 0.13 8
104 0.1 0.37 22.30 20601 1.45 29.95 0.13 0.00 0.00 0.13 8
105 0.1 0.36 21.32 20614 1.45 29.95 0.13 0.00 0.00 0.13 8
106 0.1 0.34 20.39 20627 1.46 29.96 0.13 0.00 0.00 0.13 8
107 0.1 0.33 %50 20639 1.46 29.96 0.13 0.00 0.00 0.13 8
108 0.1 0.31 18.65 20650 1.46 29.96 0.13 0.00 0.00 0.13 8
109 0.1 0.30 17.84 20660 1.46 29.96 0.13 0.00 0.00 0.13 8
110 0.1 0.28 17.06 20670 1.46 29.96 0.13 0.00 0.00 0.13 8
111 0.1 0.27 16.31 20678 1.46 29.96 0.13 0.00 0.00 0.13 8
112 0.1 0.26 15.60 20686 1.46 29.96 0.13 0.00 0.00 0.13 8
113 0.1 0.25 14.92 20694 1.46 29.96 0.13 0.00 0.00 0.13 8
114 0.1 0.24 14.27 20700 1.46 29.96 0.13 0.00 0.00 0.13 8
115 0.1 0.23 13.64 20706 1.46 29.96 0.13 0.00 0.00 0.13 8
116 0.1 0.22 13.05 20712 1.46 29.96 0.13 0.00 0.00 0.13 8
117 0.1 0.21 12.48 20717 1.46 29.96 0.13 0.00 0.00 0.13 8
118 0.1 0.20 11.93 20721 1.46 29.96 0.13 0.00 0.00 0.13 8
119 0.1 0.19 11.41 20725 1.46 29.96 0.13 0.00 0.00 0.13 8
120 0.1 0.18 10.91 20728 1.46 29.96 0.13 0.00 0.00 0.13 8
Page 4 of 13

Total DA=I 75,6921 sf Imp SA=1 52,2031 sf
Inflow Hydrograph Ccum= 0.68 Length W'shed=l 4001feet
(Using Malcolm Step Function) i =F 7.51in/hr Height W'shed= 1 31feet
A= 1.74 ac P(Prec Depth)*=1 4.91in
Qpeak 8.9 cfs tc= 5 minutes
tp = 29 minutes ' 10 Year 6 hour Precip C
Time Flow(Q)
(min) (cfs)
0 0.00
1 0.03
2 0.10
3 0.23 S = 1.56 in
4 0.41 Q*= 3.43 in
5 0.63 Vol= 21,604 cf
6 0.90
7 1.21
8 1.56
9 1.94
10 2.35
11 2.78
12 3.23
13 3.70
14 4.18
15 4.66
16 5.14
17 5.60
18 6.06
19 6.50
20 6.91
21 7.30
22 7.65
23 7.96
24 8.24
25 8.46
26 8.65
27 8.78
28 8.87
29 8.90
30 8.88
31 8.81
32 8.69
33 8.52
34 8.30
35 8.04
36 7.73
37 7.40
38 7.08
39 6.77
40 6.47
41 6.19
Page 5 of 13

42 5.92
43 5.66
44 5.41
45 5.18
46 4.95
47 4.74
48 4.53
49 4.33
50 4.14
51 3.96
52 3.79
53 3.62
54 3.46
55 3.31
56 3.17
57 3.03
58 2.90
59 2.77
60 2.65
61 2.53
62 2.42
63 2.32
64 2.22
65 2.12
66 2.03
67 1.94
68 1.85
69 1.77
70 1.70
71 1.62
72 1.55
73 1.48
74 1.42
75 1.36
76 1.30
77 1.24
78 1.19
79 1.13
80 1.09
81 1.04
82 0.99
83 0.95
84 0.91
85 0.87
86 0.83
87 0.79
88 0.76
89 0.73
90 0.69
91 0.66
92 0.64
93 0.61
Page 6 of 13

94 0.58
95 0.56
96 0.53
97 0.51
98 0.49
99 0.46
100 0.44
101 0.42
102 0.41
103 0.39
104 0.37
105 0.36
106 0.34
107 0.33
108 0.31
109 0.30
110 0.28
111 0.27
112 0.26
113 0.25
114 0.24
115 0.23
116 0.22
117 0.21
118 0.20
119 0.19
120 0.18
Page 7 of 13

Accum Z
Volume Staqe In S In Z Zest Comment
0 0 Contour at Normal Pond (wet pond) or Basin Bottom (infiltration)
13541.5 1 9.513514 0 1.005857
29324.5 2 10.28618 0.693147 1.981043
46786 3 10.75334 1.098612 2.984459
65995 4 11.09733 1.386294 4.035669
87020.5 5 11.3739 1.609438 5.143716
109932 6 11.60762 1.791759 6.314157 Contour at Berm Top
b = 1.139986
Ks = 13451.65
Regression Analysis Y Data Range
Regression Analysis X Data Range
SUMMARY OUTPUT
Regression Statistics
Multiple R 0.999894
R Square 0.999787
Adjusted R 0.999681
Standard E 0.012241
Observatio 4
ANOVA
of SS MS F ignificance F
Regressior 1 1.409002 1.409002021 9403.702 0.000106
Residual 2 0.0003 0.000149835
Total 3 1.409302
Coefficients andard Ern t Stat P-value Lower 95%Upper 95%.ower 95.0 1pper 95.0%
Intercept 9.506857 0.011167 851.3545814 1.38E-06 9.458811 9.554904 9.458811 9.554904
X Variable 1.139986 0.011756 96.97268811 0.000106 1.089405 1.190567 1.089405 1.190567
Page 8 of 13

Outlet Device 1 (Orifice)
Diameter of Orifice = in
Cd = 1 0.61
Cross Sectional Area= 0.021806 sf
g = 32.2 ft/sec2
Stage Head Q
feet feet cfs
0.00 0.00 0.00
0.01 0.00 0.00
0.02 0.00 0.00
0.03 0.00 0.00
0.04 0.00 0.00
0.05 0.00 0.00
0.06 0.00 0.00
0.07 0.00 0.00
0.08 0.00 0.00
0.09 0.01 0.01
0.10 0.02 0.01
0.11 0.03 0.02
0.12 0.04 0.02
0.13 0.05 0.02
0.14 0.06 0.02
0.15 0.07 0.03
0.16 0.08 0.03
0.17 0.09 0.03
0.18 0.10 0.03
0.19 0.11 0.03
0.20 0.12 0.04
0.21 0.13 0.04
0.22 0.14 0.04
0.23 0.15 0.04
0.24 0.16 0.04
0.25 0.17 0.04
0.26 0.18 0.04
Page 9 of 13

Outlet Device 2 (Weir)
Weir Length = 1-21 feet
Cw= 31 Use 3.33 for Sharp, 3,00 for Broad or Free
Weir Elevations = 301 feet
i
Stage Head O
feet feet cfs
0.00 -1.50 0.00
0.01 -1.49 0.00
0.02 -1.48 0.00
0.03 -1.47 0.00
0.04 -1.46 0.00
0.05 -1.45 0.00
0.06 -1.44 0.00
0.07 -1.43 0.00
0.08 -1.42 0.00
0.09 -1.41 0.00
0.10 -1.40 0.00
0.11 -1.39 0.00
0.12 -1.38 0.00
0.13 -1.37 0.00
0.14 -1.36 0.00
0.15 -1.35 0.00
0.16 -1.34 0.00
0.17 -1.33 0.00
0.18 -1.32 0.00
0.19 -1.31 0.00
0.20 -1.30 0.00
0.21 -1.29 0.00
0.22 -1.28 0.00
0.23 -1.27 0.00
0.24 -1.26 0.00
0.25 -1.25 0.00
0.26 -1.24 0.00
0.27 ' -1.23 0.00
0.28 -1.22 0.00
0.29 -1.21 0.00
0.30 -1.20 0.00
0.31 -1.19 0.00
0.32 -1.18 0.00
0.33 -1.17 0.00
Page 10 of 13

0.34 -1.16 0.00
0.35 -1.15 0.00
0.36 -1.14 0.00
0.37 -1.13 0.00
0.38 -1.12 0.00
0.39 -1.11 0.00
0.40 -1.10 0.00
0.41 -1.09 0.00
Page 11 of 13

10.00
9.00 --
8.00
7.00
-� 6.00
—Inflow
0 5.00 —outflow
4.00 -
3.00
2.00
1 .00
0.00 II III IIIIIIIIII III IIIIII I11 1 II II II II III IIIII II II II II
1 11 21 31 41 51 61 71 81 91 101 111 121
Time (minutes)
Page 13 of 13

LAL :
Simplified Routing Procedure- 100 Year Storm Crystal Coast En ineerin Pk
205-3 Ward Road -
Project: Rose Commercial Center-Swansboro Swansboro, NC 285a4
Date: 111/10/2013 910-325-0006 N
„•„
Business License:C-2553
Increment r 1minutes (Must be < 44 minutes) `
Orifice Weir Pump Total Total
Time Time Inflow(cfs) Inflow Stored Volume Stage Water Surface Outflow Outflow Outflow Outflow Outflow
min days cfs (cf) (Cf) u Elevation cfs) (cfs) (cfs) (cfs cj _)f
0 0.0 0.00 0.00 0 0.00 28.50 0.00 0.00 0.00 0.00 0
1 0.0 0.01 0.86 1 0.00 28.50 0.00 0.00 0.00 0.00 0
2 0.0 0.06 3.45 4 0.00 28.50 0.00 0.00 0.00 0.00 0
3 0.0 0.13 7.74 12 0.00 28.50 0.00 0.00 0.00 0.00 0
4 0.0 0.23 13.72 25 0.00 28.50 0.01 0.00 0.00 0.01 0
5 0.0 0.36 21.36 46 0.01 28.51 0.01 0.00 0.00 0.01 1
6 0.0 0.51 30.61 76 0.01 28.51 0.01 0.00 0.00 0.01
7 0.0 0.69 41.43 117 0.02 28.52 0.01 0.00 0.00 0.01 t�1
8 0.0 0.90 53.77 170 0.02 28.52 0.02 0.00 0.00 0.02 -'t�1 0
9 0.0 1.13 67.55 237 0.03 28.53 0.02 0.00 0.00 0.02 0 1 N
10 0.0 1.38 82.72 318 0.04 28.54 0.02 0.00 0.00 0.02 1Cft
11 0.0 1.65 99.20 416 0.05 28.55 0.02 0.00 0.00 0.02 i }v
12 0.0 1.95 116.89 532 0.06 28.56 0.03 0.00 0.00 0.03 /�r' V
13 0.0 2.26 135.71 666 0.07 28.57 0.03 0.00 0.00 0.03 L� 2
14 0.0 2.59 155.57 820 0.09 28.59 0.03 0.00 0.00 0.03
15 0.0 2.94 176.35 994 0.10 28.60 0.03 0.00 0.00 0.03 ` �2�n
16 0.0 3.30 197.97 1190 0.12 28.62 0.04 0.00 0.00 0.04 2
17 0.0 3.67 220.29 1408 0.14 28.64 0.04 0.00 0.00 0.04 2
18 0.0 4.05 243.22 1649 0.16 28.66 0.04 0.00 0.00 0.04 3
19 0.0 4.44 266.64 1913 0.18 28.68 0.04 0.00 0.00 0.04 3
20 0.0 4.84 290.42 2201 0.20 28.70 0.05 0.00 0.00 0.05 3
21 0.0 5.24 314.44 2513 0.23 28.73 0.05 0.00 0.00 0.05 3
22 0.0 5.64 338.58 2848 0.26 28.76 0.05 0.00 0.00 0.05 3
23 0.0 6.05 362.72 3208 0.28 28.78 0.06 0.00 0.00 0.06 3
24 0.0 6.45 386.74 3591 0.31 28.81 0.06 0.00 0.00 0.06 4
25 0.0 6.84 410.51 3998 0.34 28.84 0.06 0.00 0.00 0.06 4
26 0.0 7.23 433.91 4428 0.38 28.88 0.06 0.00 0.00 0.06 4
Page 1 of 13

27 0.0 7.61 456.81 4881 0.41 28.91 0.07 0.00 0.00 0.07 4
28 0.0 7.99 479.12 5356 0.45 28.95 0.07 0.00 0.00 0.07 4
29 0.0 8.35 500.70 5853 0.48 28.98 0.07 0.00 0.00 0.07 4
30 0.0 8.69 521.46 6370 0.52 29.02 0.08 0.00 0.00 0.08 5
31 0.0 9.02 541.27 6907 0.56 29.06 0.08 0.00 0.00 0.08 5
32 0.0 9.33 560.06 7462 0.60 29.10 0.08 0.00 0.00 0.08 5
33 0.0 9.63 577.70 8035 0.64 29.14 0.08 0.00 0.00 0.08 5
34 0.0 9.90 594.13 8624 0.68 29.18 0.09 0.00 0.00 0.09 5
35 0.0 10.15 609.25 9228 0.72 29.22 0.09 0.00 0.00 0.09 5
36 0.0 10.38 622.98 9846 0.76 29.26 0.09 0.00 0.00 0.09 5
37 0.0 10.59 635.26 10476 0.80 29.30 0.09 0.00 0.00 0.09 6
38 0.0 10.77 646.03 11116 0.85 29.35 0.10 0.00 0.00 0.10 6
39 0.0 10.92 655.22 11765 0.89 29.39 0.10 0.00 0.00 0.10 6
40 0.0 11.05 662.79 12422 0.93 29.43 0.10 0.00 0.00 0.10 6
41 0.0 11.15 668.71 13085 0.98 29.48 0.10 0.00 0.00 0.10 6
42 0.0 11.22 672.94 13752 1.02 29.52 0.11 0.00 0.00 0.11 6
43 0.0 11.26 675.46 14421 1.06 29.56- 0.11 0.00 0.00 0.11 6
44 0.0 11.27 676.26 15090 1.11 29.61 0.11 0.00 0.00 0.11 7
45 0.0 11.26 675.33 15759 1.15 29.65 0.11 0.00 0.00 0.11 7
46 0.0 11.21 672.68 16425 1.19 29.69 0.11 0.00 0.00 0.11 7
47 0.0 11.14 668.33 17086 1.23 29.73 0.12 0.00 0.00 0.12 7
48 0.0 11.04 662.28 17742 1.27 29.77 0.12 0.00 0.00 0.12 7
49 0.0 10.91 654.59 18389 1.32 29.82 0.12 0.00 0.00 0.12 7
50 0.0 10.75 645.27 19027 1.36 29.86 0.12 0.00 0.00 0.12 7
51 0.0 10.57 634.39 19654 1.39 29.89 0.12 0.00 0.00 0.12 7
52 0.0 10.37 622.00 20269 1.43 29.93 0.13 0.00 0.00 0.13 8
53 0.0 10.14 608.16 20870 1.47 29.97 0.13 0.00 0.00 0.13 8
54 0.0 9.88 592.94 21455 1.51 30.01 0.13 0.02 0.00 0.15 9
55 0.0 9.61 576.75 22023 1.54 30.04 0.13 0.30 0.00 0.43 26
56 0.0 9.33 559.94 22557 1.57 30.07 0.13 0.72 0.00 0.85 51
57 0.0 9.06 543.62 23049 1.60 30.10 0.13 1.20 0.00 1.34 80
58 0.0 8.80 527.77 23497 1.63 30.13 0.13 1.71 0.00 1.84 111
59 0.0 8.54 512.39 23899 1.66 30.16 0.14 2.21 0.00 2.34 141
60 0.0 8.29 497.45 24256 1.68 30.18 0.14 2.69 0.00 2.82 169
61 0.0 8.05 482.95 24569 1.70 30.20 0.14 3.13 0.00 3.27 196
62 0.0 7.81 468.87 24842 1.71 30.21 0.14 3.53 0.00 3.67 220
63 0.0 7.59 455.21 25077 1.73 30.23 0.14 3.89 0.00 4.03 242
Page 2 of 13

64 0.0 7.37 441.94 25277 1.74 30.24 0.14 4.21 0.00 4.35 261
65 0.0 7.15 429.05 25445 1.75 30.25 0.14 4.48 0.00 4.62 277
66 0.0 6.94 416.55 25585 1.76 30.26 0.14 4.71 0.00 4.85 291
67 0.0 6.74 404.41 25699 1.76 30.26 0.14 4.90 0.00 5.04 302
68 0.0 6.54 392.62 25789 1.77 30.27 0.14 5.05 0.00 5.19 311
69 0.0 6.35 381.17 25859 1.77 30.27 0.14 5.17 0.00 5.31 318
70 0.0 6.17 370.06 25911 1.78 30.28 0.14 5.25 0.00 5.39 324
71 0.0 5.99 359.28 25946 1.78 30.28 0.14 5.32 0.00 5.46 327
72 0.1 5.81 348.80 25968 1.78 30.28 0.14 5.35 0.00 5.49 330
73 0.1 5.64 338.64 25977 1.78 30.28 0.14 5.37 0.00 5.51 330
74 0.1 5.48 328.76 25975 1.78 30.28 0.14 5.37 0.00 5.51 330
75 0.1 5.32 319.18 25964 1.78 30.28 0.14 5.35 0.00 5.49 329
76 0.1 5.16 309.88 25945 1.78 30.28 0.14 5.31 0.00 5.45 327
77 0.1 5.01 300.84 25918 1.78 30.28 0.14 5.27 0.00 5.41 324
78 0.1 4.87 292.08 25886 1.78 30.28 0.14 5.21 0.00 5.35 321
79 0.1 4.73 283.56 25848 1.77 30.27 0.14 5.15 0.00 5.29 317
80 0.1 4.59 275.30 25806 1.77 30.27 0.14 5.08 0.00 5.22 313
81 0.1 4.45 267.27 25761 1.77 30.27 0.14 5.00 0.00 5.14 308
82 0.1 4.32 259.48 25712 1.77 30.27 0.14 4.92 0.00 5.06 303
83 0.1 4.20 251.92 25660 1.76 30.26 0.14 4.83 0.00 4.97 298
84 0.1 4.08 244.57 25606 1.76 30.26 0.14 4.74 0.00 4.88 293
85 0.1 3.96 237.44 25551 1.76 30.26 0.14 4.65 0.00 4.79 287
86 0.1 3.84 230.52 25494 1.75 30.25 0.14 4.56 0.00 4.70 282
87 0.1 3.73 223.80 25436 1.75 30.25 0.14 4.46 0.00 4.60 276
88 0.1 3.62 217.28 25377 1.75 30.25 0.14 4.37 0.00 4.51 270
89 0.1 3.52 210.95 25318 1.74 30.24 0.14 4.27 0.00 4.41 265
90 0.1 3.41 204.80 25258 1.74 30.24 0.14 4.18 0.00 4.32 259
91 0.1 3.31 198.83 25198 1.73 30.23 0.14 4.08 0.00 4.22 253
92 0.1 3.22 193.03 25138 1.73 30.23 0.14 3.99 0.00 4.13 248
93 0.1 3.12 187.41 25078 1.73 30.23 0.14 3.89 0.00 4.03 242
94 0.1 3.03 181.94 25018 1.72 30.22 0.14 3.80 0.00 3.94 236
95 0.1 2.94 176.64 24958 1.72 30.22 0.14 3.71 0.00 3.85 231
96 0.1 2.86 171.49 24899 1.72 30.22 0.14 3.62 0.00 3.76 225
97 0.1 2.77 166.49 24840 1.71 30.21 0.14 3.53 0.00 3.67 220
98 0.1 2.69 161.64 24781 1.71 30.21 0.14 3.44 0.00 3.58 215
99 0.1 2.62 156.93 24724 1.71 30.21 0.14 3.36 0.00 3.49 210
100 0.1 2.54 152.35 24666 1.70 30.20 0.14 3.27 0.00 3.41 205
Page 3 of 13

101 0.1 2.47 147.91 24610 1.70 30.20 0.14 3.19 0.00 3.33 200
102 0.1 2.39 143.60 24554 1.70 30.20 0.14 3.11 0.00 3.24 195
103 0.1 2.32 139.41 24499 1.69 30.19 0.14 3.03 0.00 3.16 190
104 0.1 2.26 135.35 24444 1.69 30.19 0.14 2.95 0.00 3.09 185
105 0.1 2.19 131.40 24390 1.69 30.19 0.14 2.87 0.00 3.01 181
106 0.1 2.13 127.57 24337 1.68 30.18 0.14 2.80 0.00 2.94 176
107 0.1 2.06 123.86 24285 1.68 30.18 0.14 2.73 0.00 2.86 172
108 0.1 2.00 120.25 24233 1.68 30.18 0.14 2.66 0.00 2.79 167
109 0.1 1.95 116.74 24183 1.67 30.17 0.14 2.59 0.00 2.72 163
110 0.1 1.89 113.34 24133 1.67 30.17 0.14 2.52 0.00 2.65 159
111 0.1 1.83 110.03 24083 1.67 30.17 0.14 2.45 0.00 2.59 155
112 0.1 1.78 106.83 24035 1.66 30.16 0.14 2.39 0.00 2.52 151
113 0.1 1.73 103.71 23987 1.66 30.16 0.14 2.32 0.00 2.46 148
114 0.1 1.68 100.69 23940 1.66 30.16 0.14 2.26 0.00 2.40 144
115 0.1 1.63 97.75 23894 1.66 30.16 0.14 2.20 0.00 2.34 140
116 0.1 1.58 94.90 23849 1.65 30.15 0.13 2.14 0.00 2.28 137
117 0.1 1.54 92.14 23804 1.65 30.15 0.13 2.09 0.00 2.22 133
118 0.1 1.49 89.45 23760 1.65 30.15 0.13 2.03 0.00 2.17 130
119 0.1 1.45 86.85 23717 1.64 30.14 0.13 1.98 0.00 2.11 127
120 0.1 1.41 84.31 23675 1.64 30.14 0.13 1.93 0.00 2.06 124
Page 4 of 13

Total DA=1 75,6921sf Imp SA=1 52,2031sf
Inflow Hydrograph Ccum= 0.68 Length W'shed=l 4001feet
(Using Malcolm Step Function) 1 =1 9.51in/hr Height W'shed= 1 31feet
A= 1.74ac P(PrecDepth)*=1 8.161in
Qpeak 11.3 cfs tc= 5 minutes
tp = 44 minutes * 10 Year 6 hour Precip C
Time Flow (Q)
(min) (cfs)
0 0.00
1 0.01
2 0.06
3 0.13 S = 1.56 in
4 0.23 Q*= 6.55 in
5 0.36 Vol= 41,304 cf
6 0.51
7 0.69
8 0.90
9 1.13
10 1.38
11 1.65
12 1.95
13 2.26
14 2.59
15 2.94
16 3.30
17 3.67
18 4.05
19 4.44
20 4.84
21 5.24
22 5.64
23 6.05
24 6.45
25 6.84
26 7.23
27 7.61
28 7.99
29 8.35
30 8.69
31 9.02
32 9.33
33 9.63
34 9.90
35 10.15
36 10.38
37 10.59
38 10.77
39 10.92
40 11.05
41 11.15
Page 5 of 13

42 11.22
43 11.26
44 11.27
45 11.26
46 11.21
47 11.14
48 11.04
49 10.91
50 10.75
51 10.57
52 10.37
53 10.14
54 9.88
55 9.61
56 9.33
57 9.06
58 8.80
59 8.54
60 8.29
61 8.05
62 7.81
63 7.59
64 7.37
65 7.15
66 6.94
67 6.74
68 6.54
69 6.35
70 6.17
71 5.99
72 5.81
73 5.64
74 5.48
75 5.32
76 5.16
77 5.01
78 4.87
79 4.73
80 4.59
81 4.45
82 4.32
83 4.20
84 4.08
85 3.96
86 3.84
87 3.73
88 3.62
89 3.52
90 3.41
91 3.31
92 3.22
93 3.12
Page 6 of 13

94 3.03
95 2.94
96 2.86
97 2.77
98 2.69
99 2.62
100 2.54
101 2.47
102 2.39
103 2.32
104 2.26
105 2.19
106 2.13
107 2.06
108 2.00
109 1.95
110 1.89
111 1.83
112 1.78
113 1.73
114 1.68
115 1.63
116 1.58
117 1.54
118 1.49
119 1.45
120 1.41
Page 7 of 13

Accum Z
Volume Stage In S In Z Zest Comment
0 0 Contour at Normal Pond (wet pond) or Basin Bottom (infiltration)
13541.5 1 9.513514 0 1.005857
29324.5 2 10.28618 0.693147 1.981043
46786 3 10.75334 1.098612 2.984459
65995 4 11.69733 1.386294 4.035669
87020.5 5 11.3739 1.609438 5.143716
109932 6 11.60762 1.791759 6.314157 Contour at Berm Top
b = 1.139986
Ks = 13451.65
C------,,Regression Analysis Y Data Range
Regression Analysis X Data Range
SUMMARY OUTPUT
Regression Statistics
Multiple R 0.999894
R Square 0.999787
Adjusted R 0.999681
Standard E 0.012241
Observatio 4
ANOVA
of SS MS F ignificance F
Regressior 1 1.409002 1.409002021 9403.702 0.000106
Residual 2 0.0003 0.000149835
Total 3 1.409302
Coefficientstandard Em t Stat P-value Lower 95%Upper 95%,ower 95.09fpper 95.0�
Intercept 9.506857 0.011167 851.3545814 1.38E-06 9.458811 9.554904 9.458811 9.554904
X Variable 1.139986 0.011756 96.97268811 0.000106 1.089405 1.190567 1.089405 1.190567
Page 8 of 13

Outlet Device 1 (Orifice)
Diameter of Orifice=
Cd = 1 0.6I
Cross Sectional Area = 0.021806 sf
g = 32.2 ft/sec2
Stage Head Q
feet feet cfs
0.00 0.00 0.00
0.01 0.00 0.00
0.02 0.00 0.00
0.03 0.00 0.00
0.04 0.00 0.00
0.05 0.00 0.00
0.06 0.00 0.00
0.07 0.00 0.00
0.08 0.00 0.00
0.09 0.01 0.01
0.10 0.02 0.01
0.11 0.03 0.02
0.12 0.04 0.02
0.13 0.05 0.02
0.14 0.06 0.02
0.15 0.07 0.03
0.16 0.08 0.03
0.17 0.09 0.03
0.18 0.10 0.03
0.19 0.11 0.03
0.20 0.12 0.04
0.21 0.13 0.04
0.22 0.14 0.04
0.23 0.15 0.04
0.24 0.16 0.04
0.25 0.17 0.04
0.26 0.18 0.04
Page 9 of 13

Outlet Device 2 (Weir)
Weir Length = 12 feet
Cw= 1 31 Use 3.33 for Sharp, 3,00 for Broad or Free
Weir Elevations = 1 301feet
Stage Head O
feet feet Cfs
0.00 -1.50 0.00
0.01 -1.49 0.00
0.02 -1.48 0.00
0.03 -1.47 0.00
0.04 -1.46 0.00
0.05 -1.45 0.00
0.06 -1.44 0.00
0.07 -1.43 0.00
0.08 -1.42 0.00
0.09 -1.41 0.00
0.10 -1.40 0.00
0.11 -1.39 0.00
0.12 -1.38 0.00
0.13 -1.37 0.00
0.14 -1.36 0.00
0.15 -1.35 0.00
0.16 -1.34 0.00
0.17 -1.33 0.00
0.18 -1.32 0.00
0.19 -1.31 0.00
0.20 -1.30 0.00
0.21 -1.29 0.00
0.22 -1.28 0.00
0.23 -1.27 0.00
0.24 -1.26 0.00
0.25 -1.25 0.00
0.26 -1.24 0.00
0.27 -1.23 0.00
0.28 -1.22 0.00
0.29 -1.21 0.00
0.30 -1.20 0.00
0.31 -1.19 0.00
0.32 -1.18 0.00
0.33 -1.17 0.00
Page 10 of 13

0.34 -1.16 0.00
0.35 -1.15 0.00
0.36 -1.14 0.00
0.37 -1.13 0.00
0.38 -1.12 0.00
0.39 -1.11 0.00
0.40 -1.10 0.00
0.41 -1.09 0.00
Page 11 of 13

Outlet Device 3 (Pump)
Pump Rate= ( 0 gpm
Pump On Elevation Ina 'feet
Pumping Rate 0 cfs
Page 12 of 13

12.00
10.00
8.00
v —Inflow
3 6.00 —
C -Outflow
4.00
2.00
0.00
1 11 21 31 41 51 61 71 81 91 101 111 121
Time (minutes)
Page 13 of 13

(Page 1 of 4)
�31(;P`� I�II�iNUI��IUVI�IUNU��III�UMII��II�IUUI�I
Doc ID: 004041140004 Type: CRP
Recorded: O9/g/O6/2B/2007 at
at 12:47:46 PM
Fee Amt: $623.00 Page 1 of 4
Excise Tax: $600.00
Onslow County. NO
naryland K. Washington Reg. of Deeds
EK2943 Pa44-47
Delinquent, taxes, if any, will be paid to the Onslow County Tax Office
{I,tdeeade c�lodno attorney.
SPECIAL WARRANTY DEED
Parcel: 1313-7
` ,Reveenuee Stamps: $600.00
x�h 1
STATE OF NORTH CAROLINA
COUNTY OF ONSLOW
THIS SPECIAL WARRANTY DEED, made and entered into this the 1 3 day
of AMA NSt 2007,by and between McCOTTER-BORDEAUX LAND COMPANY,
LLC,a North Carolina limited liability company, party of the first part; and ROSE FAMILY
PROPERTIES,LLC,having an address of 2501 Onslow Drive,Jacksonville, NC 28540, party
of the second part;
WITNESSETH :
That the party of the first part in consideration of the sum of Ten and No/100
Dollar ($10.00)and other good and valuable considerations paid to the party of the first part by
the party of the second part, the receipt and sufficiency of which hereby are acknowledged, and
as an exchange, has granted,bargained, sold and conveyed and by these presents does grant,
bargain, sell and convey unto the party of the second part, said party's successors and assigns, the
following described property to wit:
All that certain tract or parcel of land lying and being situate in Swansboro
Township,Onslow County, North Carolina and being more particular y ��
described as follows:
DEC 19 201"
Prepared by WARD Ah'DSMiTH,P.A., 1001 College Court, Post Office Box 867, �Bem�
28563-0867
No opinion on title is rendered by WARD AND SmTn,P.A., without a separate written opinion on
title from WARD AND Smrai,P.A.
Book: 2943 Page, 1977-Curent: 44 aeq: 1

(Page 2 of 4)
Beginning at an iron pipe in the northern right of way line of N. C. Highway No.
24, such iron pipe being located at the intersection of the northern right of way
line of N. C. Highway No. 24 and the eastern line of the property described in a
deed to DESJI, LLC recorded in Book 1469, Page 934 in the office of the
Register of Deed of Onslow County. Thence from said beginning point so
located and with such right of way line, North 52' 17' 14" West 253.55 feel to a
point;thence leaving such right of way line, North 43' 17' 16" East 310.21 feet to
a point; thence South 520 1T 21" East 344.36 feet to a point in the eastern line of
the aforesaid DESJI,LLC property; thence with such eastern line, South 57'47'
45" West 15.02 feet to an iron pipe; thence South 60' 11'45" West 94.22 feet to
an iron pipe; thence South 58' 43'45" West 222.38 feet to the point of beginning.
This conveyance is made together with a non-exclusive, perpetual right of way
and easement for the purposes of ingress,egress, regress, access,the installation
and maintenance of utilities and further subdivision, said easement being sixty
(60)feet in width and the eastern line of same being described as follows:
Beginning at the point of beginning of the property conveyed by the Deed
recorded in Book 1546, Page 724 in the office of the Register of Deeds of
Onslow County and running thence from this point of beginning so located
North 43' 17' 16" East 310.21 feet.
This conveyance is made subject to utility easements and unviolated restrictive
covenants that do not materially affect the value of the property and ad valorem
taxes for the current year,which taxes the party of the second part,by acceptance
of this deed, assumes and agrees to pay.
TO HAVE AND TO HOLD said property and all privileges and appurtenances
thereunto belonging to the party of the second part, said party's successors and assigns,forever.
And the party of the first part covenants that said party has done nothing to affect
such title to the aforesaid property as was received by said party and agrees to warrant and
defend the title to said property against the lawful claims of all persons claiming by, through or
under said party, but no further.
2
Hook: 2943 Page, 19"-c rent: 44 Beg: 2

(Page 3 of 4)
IN TESTIMONY WHEREOF,the party of the first part has caused this
instrument to be executed under seal and in such form as to be binding, this the day and year first
above written.
MCCOTTER-BORDEAUX LAND COMPANY,
LLC (SEAL)
A Limited Liability Company
By: (SEAL)
J es E. cCotter
ember/Manager
3
Book: 2943 Page, 1977-Current: 44 Seq: 3

(Page 4 of 4)
CriRVEn/ COUNTY
NORTH CAROLINA
I certify that the following person(s) personally appeared before me this day, each
acknowledging to me that he or she voluntarily signed the foregoing document for the purpose
stated therein and in the capacity indicated: JAMES E. MCCOTTER.Member/Manager of
McCotter-Bordeaux Land Company, LLC.
Date 13 -ACaO7
Signature of Notary Public'
My commission expires: 2hl-200 9—
(Official Seal)
COPE(q
Q' p�ARY
o? PU
2 ��
} � U
Notary seal or stamp must appear within this box.
NBMAINV34632\1
4
Book: 2943 Page, 1977-Current: 44 Seq: 4

J
MAN -"M ��IF,
Miami
WIN,
A
.-".'�����a,.75Yr 7S���9�1�1����_ ��il�ltK.a ♦ ��
ya...�i�rr�!r+�����+1A5�1 �11111�1T>>`1l�"���!��1� ��'r����.!?�l��f.�'►�.�,�

FCFIVE
DEC 19 1013
BY:_---- ---