SW8130516_HISTORICAL FILE_20150514 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 �3051�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2015 0 514
YYYYMMDD

E5%
NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 14, 2015
Mr. Judson Pope, Manager
Judson Pope, LLC
1092 N. Breazeale Ave
Mount Olive, NC 28365
Subject: State Stormwater Management Permit No. SW8 130516
Handy Mart Highway 53
High Density Commercial Wet Detention Pond Project
Onslow County
Dear Mr, Pope:
Donald van der Vaart
Secretary
Effective August 1, 2013, the State Stormwater program was transferred from the Division of Water Quality
(DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous references to DWQ will
remain in older stormwater permits issued prior to August 1, 2013 until they are modified. Please note that this
letter (permit) references DEMLR as the Division responsible for issuance of the permit.
The Wilmington Regional Office received a complete, modified State Stormwater Management Permit Application
for Handy Mart Highway 53 on May 12, 2015. Staff review of the plans and specifications has determined that the
project, as proposed, will comply with the Stormwater Regulations set forth in Session Law 2008-211 and Title
15A NCAC 2H.1000. We are forwarding Permit No. SW8 130516 dated May 14, 2015, for the construction,
operation and maintenance of the BMP's and built -upon area associated with the subject project.
This permit shall be effective from the date of issuance until June 3, 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, certification of the BMP's,
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 certify the BMP's, to transfer the permit, or to renew the permit, will result in future compliance
problems.
The following modifications are included and covered by this permit:
1. An increase in the drainage area and amount of impervious area. The previously approved wet detention
pond has been demonstrated to be capable of handling the increased runoff with a slight increase in the
orifice diameter (from 1.0" to 1.5").
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 Christine Hall, at
[phone].
Sinc ely,
flsirlwl
Tracy Dav' , P.E., Director
Division of Energy, Mineral and Land Resources
GDS/canh: \\\Stormwater\Permits & ProjecW2013\130516 HD\2015 05 permit 130516
cc: David Newsom, P. E., Crystal Coast Engineering, P. A.
Onslow County Inspections
[.Wilmington Regional Offic6 Sto_rmwaterFile7
Division of Energy, Mineral, and Land Resources
Land Quality Section - Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 - [phone] / Fax: [phone]

State Stormwater Management Systems
Permit No. SW8 130516
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY 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
Judson Pope, LLC
Handy Mart Highway 53
1476 Burgaw Highway (NC 53), Jacksonville, Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter separately and
collectively referred to as the "stormwater rules') and the approved stormwater
management plans and specifications and other supporting data as attached and on file
with and approved by the Division and considered a part of this permit.
This permit shall be effective from the date of issuance until June 3, 2021 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 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 54,064 square feet of
impervious area.
3. The drainage area will be limited to the amount of built -upon area indicated in
Sections 1.2 and 1.8 of this permit, and per approved plans. The built -upon area
for the future development is limited to 500 square feet.
4. A 50' wide vegetative buffer must be provided adjacent surface waters,
measured horizontally from and perpendicular to the normal pool of impounded
structures, the top of bank of both sides of streams and rivers and the mean high
water line of tidal waters.
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 2of7

State Stormwater Management Systems
Permit No. SW8 130516
A vegetated filter strip is not required for this pond as it has been designed for a
90% total suspended solids removal efficiency.
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, FMSI :
g. Permanent Pool Surface Area, ft
h. Permitted Storage Volume, ft :
i. Temporary Storage Elevation, FMSL:
j. 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
1.54
67,000
N/A
54,064
54,064
N/A
1.5
3.0
90
27.0
6,283
7,447
28.0
0.05
1.5"0 pipe
0.03
3,648
N/A
Blue Creek / White Oak
19-8
"SC;NSW"
1. No person or entity, including the permittee, shall alter any component of the
approved stormwater system shown on the approved plans unless and until the
Division has approved of the revised plan.
2. 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.
3. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
4. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at design condition. The approved Operation and Maintenance
Agreement is incorporated by reference into this permit and 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 DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
6. A decorative spray fountain will not be allowed in the stormwater treatment
system as the permanent pool volume is less than 30,000 cubic feet.
The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 130516
8. 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.
9. 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.
10. Access to the stormwater facilities for inspection and maintenance shall be
maintained via appropriate recorded easements at all times.
11. 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.
12. Prior to transfer of the permit, the stormwater facilities will be inspected by
Division personnel. The project and the stormwater facility must be in substantial
compliance with all permit conditions. Any items not in substantial compliance
must be repaired, replaced or restored to design condition prior to the transfer.
Records of maintenance activities performed to date will be required.
13. 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.
14. 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 a
stormwater management permit or the Stormwater rules is subject to
enforcement procedures as set forth in NCGS 143 Article 21.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 130516
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;
3. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request. Neither the sale of the project
in whole or in part, nor the conveyance of common area to a third party
constitutes an approved transfer of the stormwater permit.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, the Permittee shall take
immediate corrective action, including those as may be required by this Division,
such as the construction of additional or replacement stormwater management
systems. Additional or replacement stormwater management systems shall
receive a permit from the Division prior to construction.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit remains in force and effect until modified, revoked, terminated or
renewed. The permit may be modified, revoked and reissued or terminated for
cause. The filing of a request for a permit modification, revocation and re -
issuance or termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit modified and re -issued this the 14`h day of May, 2015.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
An
racy Davi .E., Direc or
Division of E ergy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 130516
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 130516
Handy Mart Highway 53
Stormwater Permit No. SW8 130516
Onslow County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 130516
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized and located per the
approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
16. All components of the stormwater BMP are located in either recorded
common areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections
Page 7 of 7

. ... ........ .... .. :.:... `DElnRUSEONLY: .,... . .
Date cei
Fee Paid
Permit Number
N
Appli b e R les: ❑ Coastal SW -1 95 oastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
O Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This fonn may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent
specifications, letters, operation and maintenance agreements, etc.):
2. Location of Project (street address):
1476 Burgaw Hwy
City:Iacksonville County: Onslow Zip:28540
3. Directions to project (from nearest major intersection):
From the intersection of NC 24 and NC 53 in iacksonville South West on NC 53 approximately 1 1 miles to
Maplehurst Road, site on right.
4. Latitude:34° 44' 48.4" N Longitude:77° 29' 0.7" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modification'
}Rent nts with nwdicatians also requires SWU-102 - Renewal Application Fonn
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8130516 its issue date (if known) Tune 3.2013 and the status of
construction: ®Not Started ❑Partially Completed* ❑ Completed* *provide a designer's cert�ffcation
2. Specify the type of project (check one):
❑Low Density ZEgli Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 2.0 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:ESC permit issued July 10, 2013.
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.ncdenr.ore/web/ir/rules-and-regulations
Form S WU-101 Version Oct. 31, 2013 Page I of 6

In. 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 pro'ectl:
Applicant/Organization:ludsan Pope, LLC
Signing Official & Title:E.I. Pope, Ill- Freaide"t M%%g cvA �
b.Contact information for person listed in item la above:
Street Address:1092 N. Breazeale Avenue
City:Mount Olive State:NC Z1p:28365
Mailing Address (if applicable):
City: State: Zip:
Phone: [phone] Fax: ( 1
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 &
b. Contact information for person listed in item 2a above:
Street Address:
Mailing Address
Phone:
State:
State:
Fax: ( 1
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/Oreanization: i�1 Q'_ nN%OP=Ph
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing Address: BY. "
City: State: Zip:
Phone:
Fax:
4. Local jurisdiction for building permits: Onslow County
Point of Contact:George Lacey Phone b: (910 ) 989-3072
Fonn SWU-101 Version Oct 31, 2013 Page 2 of 6
...... _..... ............ _...... .. .

IV. PROJECT INFORMATION
1. In the space provided below, hdgfl4 summarize how the stormwater runoff will be treated.
Stormwater will be collected and diverted to a Wet Pond via swales and storm pipes. This
MODIFICATION/PLAN REVSIONS required because layout of site has changed (additional BUA).
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 II- Post Construction
3. Stormwater runoff from this project drains to the
4. Total Property Area: 2.51 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*:2.51 acres
Total project area shall be calculated to exclude the followingg: the normal ool of imppmmded stnrchures, 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 as used to
caladate overall percent built upon area (BUA). Non -coastal wetlmads Imadrum•d of the NHW (or MHW) Bute mny
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 80.7
9. I•low many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stornnunter• BMP. For low densihj and other projects, rise 1 for the whole properhj 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
Blue Creek
Stream Class "
SQNSW
Stream Index Number
19-8
Total Drainage Area (so
67,000 sf
On -site Drainage Area (so
67,000 sf
Off -site Drainage Area (so
-0-
Pro osed Em ervious Area" (so
54,064 sf
Impervious Area"" (total)
80.7%
Impervious" Surface Area
Drama' "e Area
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
8.970 sf
On -site Streets (so
-0-
On-site Parking (so
41,204 sf
i`t�l
j
On -site Sidewalks (so
3,390 sf
U A
Ij
Other on -site (so
-0-
Future (so
500 sf
Off -site (so
-0-
Existing BUA""" (so
-0-
Total (sf):
54,064 sf
Strewn Class and Index Number can be determined at: http://portnLncderutor koe eb/req[ps/csu/clnscifrntimrc
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 Oct. 31, 2013 Page 3 of 6

' Report only that amount of existing BUA that ruill remnin after development. Do not report any existing BUA that
is to be removed and which will be replaced by neru BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. n/a
Projects in Union County: Contact DEMLR Central Ogce staff to check if the project is located within a Threatened &
Endangered Species watershed that tnay be subject to more stringent stonmwater requirements as per I5A 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 htq2://portal.ncdenr.org/web/wq/ws/su/bop-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). 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 does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at littR://pc)rtal.ncdenr.org/web/wq/­ws/­stiLmaps.)
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 littp://portal.ncdenr.org/web/wq/ws/su/statesw/forms
does
1. Original and one copy of the Stormwater Management Permit Application Form.
Im�als
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII beloru)
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
n'
hBp://www.envhelD.org/1ages/onestopeKpress.htnd 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.
e—
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 rfe mile of the site boundary, include the 3h
/
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 of
impounded structures, the banks of streams and rivers, the M1-IW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
Delineate buffer
�Q"� 0
mp�ou�ind� � u
• the vegetated landward from the normal pool elevation of
structures, the banks of streams or rivers, and the MHW (or NHW) of tidalhwateLSr�
i. Dimensioned property/project boundary with bearings & distances. rG 18
1015
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevationsALUM, 1. Details
drainage features,
of roads, collection systems, and stormwater control
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document). Q
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify /
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x1l" 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 DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 3627 Page No: 824-827
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.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 lit to://oortal.ncdenr.ore/web/Ir/state-stormwater-
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 nut with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
Vill. 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: _yr stal Coast Engineering PA
Mailing Address:205-3 Ward Road
City:Swansboro
Phone: (910 ) 325-0006
Email:eystalcoastenggbizec.rr.com
State:NC Zip28584
Fax: (910 i 325-0060
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type tame of person listed fn Contact Information, itent 2a) . certify that I
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact I» fmrnation, item la) with (print or hjpe name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Oct. 31, 2013 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 DENH.R Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR 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:
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 conunission
1:1� \ ti ti if Cy:1�M1I6Y�i�i tf►YBl:1l Y [i3�i
I, (print or type name of person listed in Contact Information, item In) E.I. Pope. Ill
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 w4ke recorded, and that the proposed project complies with the requirements of the
applicable stormwater p*514er 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Sign tore: UW—/V Date: /�IU �r
I a Notary Public for theState of 0t V I��l County of
WaIlle —doherebycertify that ��C� JJ J t personally appeared
before me this day of Te bl U d�let� due e�ecption of the application for
a stormwater permit. Witness my hand and official se . L-1� U Jl
SEAL
My commission expires I 1 \01 ch � JQ1(Q
Frp
LO 18 2015
ov.
Farm SWU-101 Version Oct. 31, 2013 Page 6 of 6

205 Ward Rd. # 3
Swansboro, N.C. 28584
Tel: [phone]
Fax: [phone]
I
r
To: Christine Hall From: Jeanie for David Newsom
NCDENR-DEMLR
DWR - Stormwater Section
127 Cardinal Drive Ext.
Wilmington, NC 28405
M� (1, ao 1 5
Re: Handy Mart (NC 53) Date: Marc" 2018
SW8 130516
Attached:
One (1) additional copy Drainage Area Supplement
Comments:
Per request, for stormwater permit application review.
Thank you!
ECEQVE
MAY 12 2015
BY:

Hall, Christine
From: Hall, Christine
Sent: Friday, May 08, 2015 10:19 AM
To: 'Jeanie Clinkinbeard'; Newsom, David
Subject: RE: Handy Mart NC 53 (SW8 130516)
David / Jeanie,
The items arrived in yesterday's mail but only 1 copy of the revised drainage area supplement was included. Per 15 A
NCAC 02H.1003(g)(1), can you please send a second copy?
Christine
Please note the new e-mail address and direct phone number
Christine (Nelson) Hall
State Stormwater Program
NC Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext., Wilmington, NC 28405
Direct: 910-796-7335 / Main: 910-796-7215 / Fax: [phone]
[e-mail]
http://Portal.ncdenr.org/web/­Ir/­stormwater
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Jeanie Clinkinbeard [mailto:[e-mail]]
Sent: Wednesday, May 06, 2015 5:09 PM
To: Hall, Christine
Subject: RE: Handy Mart NC 53 (SW8 130516)
Ok — it turns out they sent it Monday from John Pierce's office, so I would think it would be there by tomorrow
(Thursday). (Or by Friday at the latest...)
I'll try to give it time to get there and for you to review it before I ask you about it again..
Thanks,
Jeanie Clinkinbeard
Crystal Coast Engineering, PA
205 Ward Rd. 4 3
Swansboro, NC 28584
Phone [phone]
Fax [phone]
Email [e-mail]
From: Hall, Christine[mailto:[e-mail]]
Sent: Wednesday, May 06, 2015 12:32 PM
To: Jeanie Clinkinbeard
Subject: RE: Handy Mart NC 53 (SW8 130516)
I have not yet received the additional information yet.

Please note the new e-mail address and direct phone number
Christine (Nelson) Hall
State Stormwater Program
NC Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext., Wilmington, NC 28405
Direct: 910-796-7335 / Main: 910-796-7215 / Fax: [phone]
[e-mail]
http://portal.ncdenr.org/web/ir/stormwater
Email correspondence to and from this address is subject to the North Carolina Public Records Low
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Jeanie Clinkinbeard [mailto:jeanieCa)bizec.rr.coml
Sent: Wednesday, May 06, 2015 12:25 PM
To: Hall, Christine
Cc: 'David Newsom'
Subject: RE: Handy Mart NC 53 (SW8 130516)
Christine,
I'm reluctant to bother you about this again - I know we just sent you the information you needed on Friday - but our
client has requested another status update. (It has taken a rather long time from the initial submittal...)
Have you received the response package yet, or had a chance to look at it?
Thank you again,
Jeanie Clinkinbeard
Crystal Coast Engineering, PA
205 Ward Rd. tt 3
Swansboro, NC 28584
Phone [phone]
Fax [phone]
Email [e-mail]
From: Hall, Christine [ma ilto:Christine. Hal Itaa ncdenr.gov]
Sent: Friday, May 01, 2015 11:38 AM
To: Jeanie Clinkinbeard
Subject: Re: Handy Mart NC 53 (SW8 130516)
Jeanie,
I have been in communication with David on this project. He was supposed to put a package in the mail for
me yesterday.
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Jeanie Clinkinbeard <[e-mail]>
Sent: Friday, May 1, 2015 9:53 AM

i To: Hall, Christine
Subject: RE: Handy Mart NC 53 (SW8 130S16)
Hi Christine,
Have you been able to review this yet? I know you've had a lot of projects to review, but our client is champing at the
bit... and will soon start chomping on us...
Thank -you!
Jeanie Clinkinbeard
Crystal Coast Engineering, PA
205 Ward Rd. 4 3
Swansboro, NC 28584
Phone [phone]
Fax [phone]
Email [e-mail]
From: Hall, Christine [ma ilto:Christine. HaII(a)ncdenr.gov]
Sent: Wednesday, April 08, 2015 8:04 AM
To: Jeanie Clinkinbeard
Subject: RE: Handy Mart NC 53 (SW8 130516)
That project is fourth in line for review. I am trying to get through these as fast as I can. However, I am going on
vacation next week so it will be a bit longer. Thank you for your patience.
Christine
Please note the new e-mail address and direct phone number
Christine (Nelson) Hall
State Stormwater Program
NC Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext., Wilmington, NC 28405
Direct: 910-796-7335 / Main: 910-796-7215 / Fax: [phone]
christine.hall @ncdenr.gov
http://portal.ncdenr.org/web/Ir/stormwater
Email correspondence to and from this address is subject to the North Carolina Public Records Low
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Jeanie Clinkinbeard [mailto:jeanie(abbizec.mcom]
Sent: Tuesday, April 07, 2015 5:13 PM
To: Hall, Christine
Cc: 'David Newsom'; 'Betty Bullock'
Subject: Handy Mart NC 53 (SW8 130516)
Christine,
I just left you a voicemail about this, but the owner is getting very anxious about it so I decided to "double up" on the
inquiry and send you an email too.
Would it be possible to get a status update for the Stormwater Permit review for the Handy Mart NC 53 project (SW8
130516)? (It is a modification of a 2013 permit). The NCDENR Permit Tracker only shows it was received 2/18/15 and
is in review.

Thank you in advance for taking the time to help us!
Jeanie Clinkinbeard
Crystal Coast Engineering, PA
205 Ward Rd. N 3
Swansboro, INC 28584
Phone [phone]
Fax [phone]
Email [e-mail]
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING — LAND PLANNING —MAPPING
P.O. BOX 1685
JACKSON V I LLI's, NC 28541
OFFICE: [phone] FAX: [phone]
I MAIL: bettvb ijlnnacom
Or briar' n'Inne.com
TO: Ms. Christine Nelson
N.C. Department of Environment and Natural
Resources —Division of Eneray, Mineral & Land
Resources/Land Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405
Letter of Transmittal
DATH:
May 4, 2015
ATTENTION:
Ms. Christine Nelson
Re:
I landy Mart NC Highway 53
COPIES
DATE
NUMBER
DESCRIPTION
1
Drainage Area Supplement ma
1
Design calculations
SIGNED: /Jt .l Cl�
I

Design Calculations
Stormwater Treatment Facilities
for
Handy Mart - NC 53 & Maplehurst Road
located in
Onslow County
1. PROJECT DESCRIPTION
Crvstal Coast Enoineerino. PA
205-3 Ward Road
Swansboro, NC 28584 �xA CA `
910-325-0006 `` r •'' ' ,,�',
Business License: C-2553 Q' �• 9+-:
L
The Project consists of proposed convenience store and associated sitework.
2. COMPUTE POND AREA REQUIRED
a. Compute Percent Impervious:
Impervious Areas:
On -Site Buildings
On -Site Streets
On -Site Parking
On -Site Sidewalks
Other on -site
Off -site
Sub -Total
FUTURE
FUTURE(reserved)
Total
Total Area Drainage to Pond:
Percent Impervious =
b. Compute Pond Surface Area
0
41,204
3,390
0
0
21
—�
0 500
53,564 500
0.807 or 80.7 %
Total
8,970 SF
0 SF
41,204 SF
3,390 SF
0
0
53,564 SF
Using Surface Area to Draina a Area Ratio Chart for 90% TSS Removal (copy attached) and
assuming 3.04 foot pond depth:
SA/DA = 9.38 % (interpolated - Select from Highlighted Cell in SA/DA)
Therefore:
Surface Area = SA/DA x Drainage Area
c. Compute Minimum Pond Dimensions
0 SF
500
54,064 SF
67,000 SF
6,282 SF say 6 283 SF
EC Fbe 6,282 SF
MAY 01 1111
BY:
Vo

^. " / /'�
�i. ,
��
�# ..
jj � is '�3,ti
_ r.+

Assume rectangular shape with 11 Length (L) to Width (W) Ratio:
Min Length = 137.28 feet
Min Width = 45.76 feet
Site conditions, however, dictate irregular shaped pond:
Hydr. Length = 166.0 feet
so, Hydr. Width 37.8 feet (avg)
Actual L/W = 4.4 (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 = 0.776 in/in
Runoff Volume = Design Rainfall x Rv x Drainage Area
Runoff Volume = 6,501 CIF
Based on Q1/24 Post Development less Q1/24 PreDevelopment
PreDevelopment Runoff
1-yr, 24 hour rainfall depth 3.65 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 = 1,019 CF
Post Development Runoff
Using Schuler "Simple Method":
Rv = 0.05 + 0.009(I) where I = percent impervious
Rv = 0.776 in/in
Runoff Volume = Design Rainfall x Rv x Drainage Area
NOT APPLICABLE
ECEIVE
MAY o 7 2o15
BY:�__
y

Runoff Volume =
15,819 CF
Post Development 01/24 - PreDevelopment Q1/24 = 14,800 CF
Controlling Storage Volume =
4. DETERMINE REQUIRED STORAGE DEPTH
Assume: 3:1 side slopes
solving for depth (d) by trial & error:
d = 0.95
S. DETERMINE ORIFICE SIZE
6,501 CF
say = . 7;447 CF
Must be > 6.501 SF
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)
= 0.025 cfs
h=D/3
= 0.32
Solving for D:
D = 1.30 Use 1.50 " pipe
Actual Drawdown with actual drawdown pipe diameter (using orifice equation):
Q= 0.033 cfs
Draw Down Period = " *i, = = u2:29 days OK, < 5.0
6. SELECT OUTLET STRUCTURE SIZE
EGEIVE
MAY 0 7 2015
BY.
Size outlet structure such that depth of Q10 flow < or + to 2.25 Feet
Using Rational Formula (Q=CIA) where:
Cimper = 0.9
Cpery = 0.2
Ccum = 0.76
110 = 7.50 in/hr
A= 1.54 ac
Y

Q10 = 8.71 cfs
Using Francis Formula (Q=3.OLH"') to solve for L such that H = 2.25 Feet
Min L = 0.860 Linear Feet
Use 12 Linear Foot Weir
Use 5 Square Precast Structure
7. DETERMINE Q10 STAGE
Q10 = 8.71 cfs /
From Routing Analysis, H10 =
8. DETERMINE Q100 STAGE (ELEV. OF EMERGENCY SPILLWAY)
Using Rational Formula (Q=CIA) where:
Cimper =
0.9
Cpery =
0.2
Ccum =
0.76
1100 = 9.50 in/hr
A=
1.54 ac
Q100 = 11.03 cfs
From Routing Analysis, H100 = 1.42
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 11.03 cfs
Cw = 3.0
Length = 30 feet
H = 0.25 feet
10. FOREBAY SIZING
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
18.50 100
Bottom Veg Shelf
26.50 3,259
1,680
8.00
13,436
13,436
Normal Pond
27.00 4,839
4,049
0.50
2,025
15,461
Main Bay Volume =
15,461 CF
Forebay Volume:
Elevation Area SF
Area SF
Depth (FT)
Vol (CF)
Vol (CF)
Pond Bottom
22 001
15
Normal Pond
27.001
1,444
730
5.00
3,648
3,648
Forebay Volume =
3,648 CF
Total Pond Volume =
19,108 CF
Total Pond Area =
6,283 SF
Forebay Volume equates to rIaj % of Total Volume
Must be > 18% and < 22%
Average Pond Depth = 3.04 feet
Compare to assumed Depth 304' feet
Temp. Storage Volume: Elevation
Area SF
Area SF Depth (FT)
Vol (CF) Vol (CF)
Normal Pond
27.00
6,283
Top Shelf
27.50
7,644
6,964 0.50
3,482 3,482
Temp. Pond Level
28.00
8,217
7,931 0.50
3,965 7,447
Temporary Level should be
47.00
or greater
Temp. Pool Volume =
7,447
CF
11. SUMMARY
Pond Elevations:
Relative
Actual
Top Berm (minimum)
11.17
30.00
H= 0.25
100-Yr. Storm
10.92
28.42 (emerg. weir elev)
H100= 1.42
10-Yr. Storm
10.80
28.30
H70 = 1.30
Temp Storage
9.50
28.00 (primary weir elev)
storage depth = 1.00
Permanent Pool
8.50
27.00 (invert out elev)
pond depth = 8.50
Pond Bottom
0
18.50

12. WET DETENTION BASIN SUPPLEMENT
Site Characteristics
Drainage Area 67,000 sf
Impervious Area 54,064 sf
% Impervious 80.7 %
Design Rainfall Depth 1.5 in
Storage Volume
Min. Volume Required 6,501 cf
Volume Provided 7,447 cf
Peak Flow Calculations
1-yr, 24 hour rainfall depth
3.65 in
Rational C, predevelopment
_
0.2�
Rational C, post development
0.76
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
17.50 feet (Elev)
Sediment Cleanout Elevation
18.50 feet (Elev)
Permanent Pool Elevation
27.00 feet (Elev)
Temporary Pool Elevation
28.00 feet (Elev)
Volume and Surface Area Calculations
SA/DA ratio
9.38
Surface Area Required
6.282 sf
Surface Area Provided
6,283 sf
Permanent Pool Volume
19,108 cf
Average Depth
3.04 feet
Forebay Volume
3,648 cf
Forebay % of Total Volume
19.1 %
Temporary pool Area
8,217 sf
Drawdown Calculations
Drawdown Time 2.29 days
Discharge Rate 0.033 cfs
Pre Dev 01(24 hour) 0.05 cfs
Post Dev 01 (24 hour) 0.16 cfs
Additional Information
Diameter of orifice
1.50 in
Design TSS Removal
90 %
Basin Side Slopes
3 :1
Vegetated Shelf Slope
10 :1

Vegetated Shelf Width
10 ft
Length to Width Ratio
4 :1
Trash Rack?
Yes
Freeboard Provided?
Yes
Vegetated Filter Provided?
No
Recorded Easement?
Yes
Captures all Runoff?
Yes
Drain Mechanism
Pump

Simplified Routing Procedure - 10 Year Storm
Project: !Handy Mart - NC 53
Date: 5/7/2013
Crvstal Coast Enaineerino. PA
205-3 Ward Road
Swansboro, NC 28584
910-325-0006
Business License: C-2553
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
days)
cfs
(C
c-f
fm
Elevation
cfs)
(cfs)
(cfs)
(cfs
cif
0
0.0
0.00
0.00
0
0.00
27.00
0.00
0.00
0.00
0.00
0
1
0.0
0.02
1.44
1
0.00
27.00
0.00
0.00
0.00
0.00
0
2
0.0
0.10
5.76
7
0.00
27.00
0.00
0.00
0.00
0.00
0
3
0.0
0.21
12.89
20
0.01
27.01
0.00
0.00
0.00
0.00
0
4
0.0
0.38
22.76
42
0.01
27.01
0.01
0.00
0.00
0.01
0
5
0.0
0.59
35.25
77
0.02
27.02
0.01
0.00
0.00
0.01
1
6
0.0
0.84
50.23
127
0.03
27.03
0.01
0.00
0.00
0.01
1
7
0.0
1.13
67.51
194
0.04
27.04
0.01
0.00
0.00
0.01
1
8
0.0
1.45
86.90
280
0.06
27.06
0.01
0.00
0.00
0.01
1
9
0.0
1.80
108.17
387
0.08
27.08
0.02
0.00
0.00
0.02
1
10
0.0
2.18
131.09
517
0.10
27.10
0.02
0.00
0.00
0.02
1
11
0.0
2.59
155.38
672
0.13
27.13
0.02
0.00
0.00
0.02
1
12
0.0
3.01
180.76
851
0.16
27.16
0.02
0.00
0.00
0.02
1
13
0.0
3.45
206.95
1057
0.19
27.19
0.03
0.00
0.00
0.03
2
14
0.0
3.89
233.64
1289
0.23
27.23
0.03
0.00
0.00
0.03
2
15
0.0
4.34
260.53
1547
0.27
27.27
0.03
0.00
0.00
0.03
2
16
0.0
4.79
287.29
1833
0.31
27.31
0.03
0.00
0.00
0.03
2
17
0.0
5.23
313.64
2145
0.35
27.35
0.03
0.00
0.00
0.03
2
18
0.0
5.65
339.25
2482
0.40
27.40
0.04
0.00
0.00
0.04
2
19
0.0
6.06
363.85
2843
0.45
27.45
0.04
0.00
0.00
0.04
2
20
0.0
6.45
387.13
3228
0.50
27.50
0.04
0.00
0.00
0.04
3
21
0.0
6.81
408.84
3635
0.55
27.55
0.04
0.00
0.00
0.04
3
22
0.0
7.15
428.73
4061
0.61
27.61
0.05
0.00
0.00
0.05
3
23
0.0
7.44
446.56
4504
0.66
27.66
0.05
0.00
0.00
0.05
3
24
0.0
7.70
462.14
4964
0.72
27.72
0.05
0.00
0.00
0.05
3
25
0.0
7.92
475.27
5436
0.78
27.78
0.05
0.00
0.00
0.05
3
26
0.0
8.10
485.81
5919
0.84
27.84
0.05
0.00
0.00
0.05
3
27
0.0
8.23
493.64
6409
0.90
27.90
0.06
0.00
0.00
0.06
3
28
0.0
8.31
498.67
6904
0.96
27.96
0.06
0.00
0.00
0.06
3

29
0.0
8.35
500.84
7402
1.02
28.02
0.06
0.07
0.00
0.13
8
30
0.0
8.34
500.12
7894
1.07
28.07
0.06
0.71
0.00
0.77
46
31
0.0
8.28
496.53
8344
1.13
28.13
0.06
1.60
0.00
1.66
100
32
0.0
8.17
490.10
8735
1.17
28.17
0.06
2.53
0.00
2.59
156
33
0.0
8.02
480.91
9060
1.21
28.21
0.06
3.41
0.00
3.47
208
34
0.0
7.82
469.06
9321
1.24
28.24
0.07
4.16
0.00
4.23
254
35
0.0
7.58
454.70
9522
1.26
28.26
0.07
4.78
0.00
4.85
291
36
0.0
7.30
437.98
9669
1.28
28.28
0.07
5.25
0.00
5.31
319
37
0.0
6.99
419.61
9770
1.29
28.29
0.07
5.57
0.00
5.64
338
38
0.0
6.69
401.36
9833
1.30
28.30
0.07
5.78
0.00
5.85
351
39
0.0
6.40
383.91
9866
1.30
28.30
0.07
5.89
0.00
5.96
358
40
0.0
6.12
367.22
9876
�1.30
28.30
0.07
5.92
0.00
5.99
359
41
0.0
5.85
351.25
9867
`T30
28.30
0.07
5.90
0.00
5.96
358
42
0.0
5.60
335.97
9845
1.30
28.30
0.07
5.82
0.00
5.89
353
43
0.0
5.36
321.36
9813
1.29
28.29
0.07
5.72
0.00
5.78
347
44
0.0
5.12
307.39
9774
1.29
28.29
0.07
5.59
0.00
5.65
339
45
0.0
4.90
294.02
9728
1.28
28.28
0.07
5.44
0.00
5.51
330
46
0.0
4.69
281.23
9679
1.28
28.28
0.07
5.28
0.00
5.35
321
47
0.0
4.48
269.01
9628
1.27
28.27
0.07
5.11
0.00
5.18
311
48
0.0
4.29
257.31
9574
1.27
28.27
0.07
4.94
0.00
5.01
301
49
0.0
4.10
246.12
9520
1.26
28.26
0.07
4.77
0.00
4.84
290
50
0.0
3.92
235.42
9465
1.25
28.25
0.07
4.60
0.00
4.67
280
51
0.0
3.75
225.18
9410
1.25
28.25
0.07
4.43
0.00
4.50
270
52
0.0
3.59
215.39
9355
1.24
28.24
0.07
4.27
0.00
4.33
260
53
0.0
3.43
206.02
9301
1.24
28.24
0.07
4.11
0.00
4.17
250
54
0.0
3.28
197.06
9248
1.23
28.23
0.07
3.95
0.00
4.01
241
55
0.0
3.14
188.49
9196
1.22
28.22
0.07
3.79
0.00
3.86
232
56
0.0
3.00
180.29
9145
1.22
28.22
0.07
3.65
0.00
3.71
223
57
0.0
2.87
172.45
9094
1.21
28.21
0.07
3.50
0.00
3.57
214
58
0.0
2.75
164.96
9045
1.21
28.21
0.06
3.36
0.00
3.43
206
59
0.0
2.63
157.78
8997
1.20
28.20
0.06
3.23
0.00
3.30
198
60
0.0
2.52
150.92
8951
1.20
28.20
0.06
3.10
0.00
3.17
190
61
0.0
2.41
144.36
8905
1.19
28.19
0.06
2.98
0.00
3.04
183
62
0.0
2.30
138.08
8861
1.18
28.18
0.06
2.86
0.00
2.92
175
63
0.0
2.20
132.08
8817
1.18
28.18
0.06
2.74
0.00
2.81
168
64
0.0
2.11
126.33
8775
1.17
28.17
0.06
2.63
0.00
2.70
162
65
0.0
2.01
120.84
8734
1.17
28.17
0.06
2.53
0.00
2.59
156
66
0.0
1.93
115.58
8694
1.17
28.17
0.06
2.43
0.00
2.49
149
67
0.0
1.84
110.56
8655
1.16
28.16
0.06
2.33
0.00
2.39
144

68
0.0
1.76
105.75
8617
1.16
28.16
0.06
2.24
0.00
2.30
138
69
0.0
1.69
101.15
8581
1.15
28.15
0.06
2.15
0.00
2.21
133
70
0.0
1.61
96.75
8545
1.15
28.15
0.06
2.06
0.00
2.12
127
71
0.0
1.54
92.55
8510
1.14
28.14
0.06
1.98
0.00
2.04
122
72
0.1
1.48
88.52
8476
1.14
28.14
0.06
1.90
0.00
1.96
118
73
0.1
1.41
84.67
8443
1.14
28.14
0.06
1.82
0.00
1.88
113
74
0.1
1.35
80.99
8411
1.13
28.13
0.06
1.75
0.00
1.81
109
75
0.1
129
77.47
8380
1.13
28.13
0.06
1.68
0.00
1.74
104
76
0.1
1.23
74.10
8350
1.13
28.13
0.06
1.61
0.00
1.67
100
77
0.1
1.18
70.88
8321
1.12
28.12
0.06
1.54
0.00
1.61
96
78
0.1
1.13
67.79
8292
1.12
28.12
0.06
1.48
0.00
1.54
93
79
0.1
1.08
64.85
8264
1.12
28.12
0.06
1.42
0.00
1.48
89
80
0.1
1.03
62.03
8237
1.11
28.11
0.06
1.36
0.00
1.43
86
81
0.1
0.99
59.33
8211
1.11
28.11
0.06
1.31
0.00
1.37
82
82
0.1
0.95
56.75
8185
1.11
28.11
0.06
1.26
0.00
1.32
79
83
0.1
0.90
54.28
8160
1.10
28.10
0.06
1.21
0.00
1.27
76
84
0.1
0.87
51.92
8136
1.10
28.10
0.06
1.16
0.00
1.22
73
85
0.1
0.83
49.66
8113
1.10
28.10
0.06
1.11
0.00
1.17
70
86
0.1
0.79
47.50
8090
1.10
28.10
0.06
1.07
0.00
1.13
68
87
0.1
0.76
45.44
8067
1.09
28.09
0.06
1.02
0.00
1.09
65
88
0.1
0.72
43.46
8046
1.09
28.09
0.06
0.98
0.00
1.04
63
89
0.1
0.69
41.57
8025
1.09
28.09
0.06
0.94
0.00
1.00
60
90
0.1
0.66
39.76
8004
1.09
28.09
0.06
0.90
0.00
0.97
58
91
0.1
0.63
38.03
7984
1.08
28.08
0.06
0.87
0.00
0.93
56
92
0.1
0.61
36.38
7965
1.08
28.08
0.06
0.83
0.00
0.89
54
93
0.1
0.58
34.80
7946
1.08
28.08
0.06
0.80
0.00
0.86
52
94
0.1
0.55
33.29
7928
1.08
28.08
0.06
0.77
0.00
0.83
50
95
0.1
0.53
31.84
7910
1.07
28.07
0.06
0.74
0.00
0.80
48
96
0.1
0.51
30.45
7892
1.07
28.07
0.06
0.71
0.00
0.77
46
97
0.1
0.49
29.13
7875
1.07
28.07
0.06
0.68
0.00
0.74
44
98
0.1
0.46
27.86
7859
1.07
28.07
0.06
0.65
0.00
0.71
43
99
0.1
0.44
26.65
7843
1.07
28.07
0.06
0.62
0.00
0.69
41
100
0.1
0.42
25.49
7827
1.07
28.07
0.06
0.60
0.00
0.66
40
101
0.1
0.41
24.38
7812
1.06
28.06
0.06
0.57
0.00
0.64
38
102
0.1
0.39
23.32
7797
1.06
28.06
0.06
0.55
0.00
0.61
37
103
0.1
0.37
22.31
7783
1.06
28.06
0.06
0.53
0.00
0.59
35
104
0.1
0.36
21.34
7769
1.06
28.06
0.06
0.51
0.00
0.57
34
105
0.1
0.34
20.41
7755
1.06
28.06
0.06
0.49
0.00
0.55
33
106
0.1
0.33
19.52
7742
1.06
28.06
0.06
0.47
0.00
0.53
32

107
0.1
0.31
18.67
7729
1.05
28.05
0.06
0.45
0.00
0.51
30
108
0.1
0.30
17.86
7716
1.05
28.05
0.06
0.43
0.00
0.49
29
109
0.1
0.28
17.09
7704
1.05
28.05
0.06
0.41
0.00
0.47
28
110
0.1
0.27
16.34
7692
1.05
28.05
0.06
0.39
0.00
0.46
27
111
0.1
0.26
15.63
7680
1.05
28.05
0.06
0.38
0.00
0.44
26
112
0.1
0.25
14.95
7669
1.05
28.05
0.06
0.36
0.00
0.42
25
113
0.1
0.24
14.30
7658
1.05
28.05
0.06
0.35
0.00
0.41
24
114
0.1
0.23
13.68
7647
1.04
28.04
0.06
0.33
0.00
0.39
24
115
0.1
0.22
13.08
7636
1.04
28.04
0.06
0.32
0.00
0.38
23
116
0.1
0.21
12.52
7626
1.04
28.04
0.06
0.31
0.00
0.37
22
117
0.1
0.20
11.97
7616
1.04
28.04
0.06
0.29
0.00
0.35
21
118
0.1
0.19
11.45
7606
1.04
28.04
0.06
0.28
0.00
0.34
20
119
0.1
0.18
10.95
7597
1.04
28.04
0.06
0.27
0.00
0.33
20
120
0.1
0.17
10.48
7588
1.04
28.04
0.06
0.26
0.00
0.32
19

9.00
8.00
7.00
6.00 -
5.00
—Inflow
3 Outflow
0 4.00
u`
3.00
2.00
1.00 -
0.00 III IIIIIIIII II II IIIII IIII II
1 11 21 31 41 51 61 71 81 91 101 111 121
Time (minutes)

Simplified Routing Procedure - 100 Year Storrs Crystal Coast Engineering, PA
205-3 Ward Road
Project: Handy Mart - NC 53 Swansboro, NC 28584
Date: 3/26/2013 910-325-0006
Business License: C-2553
Increment
1 minutes
(Must be <
43 minutes)
Orifice
Weir
Pump
Total
Total
Time
Time
Inflow(cfs)
Inflow
Stored Volume
Stage
Water Surface
Outflow
Outflow
Outflow
Outflow
Outflow
tmtl
idwlcfs
c()f
cJcf
Sft2
Elevation
cfs)
(cfs)
(cfs)
(Cfs
LC-q
0
0.0
0.00
0.00
0
0.00
27.00
0.00
0.00
0.00
0.00
0
1
0.0
0.01
0.85
1
0.00
27.00
0.00
0.00
0.00
0.00
0
2
0.0
0.06
3.38
4
0.00
27.00
0.00
0.00
0.00
0.00
0
3
0.0
0.13
7.59
12
0.00
27.00
0.00
0.00
0.00
0.00
0
4
0.0
0.22
13.46
25
0.01
27.01
0.01
0.00
0.00
0.01
0
5
0.0
0.35
20.95
45
0.01
27.01
0.01
0.00
0.00
0.01
0
6
0.0
0.50
30.01
75
0.02
27.02
0.01
0.00
0.00
0.01
0
7
0.0
0.68
40.62
115
0.03
27.03
0.01
0.00
0.00
0.01
1
8
0.0
0.88
52.69
167
0.04
27.04
0.01
0.00
0.00
0.01
1
9
0.0
1.10
66.19
233
0.05
27.05
0.01
0.00
0.00
0.01
1
10
0.0
1.35
81.02
313
0.07
27.07
0.02
0.00
0.00
0.02
1
11
0.0
1.62
97.11
409
0.08
27.08
0.02
0.00
0.00
0.02
1
12
0.0
1.91
114.38
523
0.10
27.10
0.02
0.00
0.00
0.02
1
13
0.0
2.21
132.73
654
0.13
27.13
0.02
0.00
0.00
0.02
1
14
0.0
2.53
152.06
805
0.15
27.15
0.02
0.00
0.00
0.02
1
15
0.0
2.87
172.28
976
0.18
27.18
0.02
0.00
0.00
0.02
1
16
0.0
3.22
193.27
1168
0.21
27.21
0.03
0.00
0.00
0.03
2
17
0.0
3.58
214.93
1381
0.24
27.24
0.03
0.00
0.00
0.03
2
18
0.0
3.95
237.13
1616
0.28
27.28
0.03
0.00
0.00
0.03
2
19
0.0
4.33
259.75
1874
0.31
27.31
0.03
0.00
0.00
0.03
2
20
0.0
4.71
282.69
2155
0.35
27.35
0.04
0.00
0.00
0.04
2
21
0.0
5.10
305.81
2459
0.39
27.39
0.04
0.00
0.00
0.04
2
22
0.0
5.48
328.99
2785
0.44
27.44
0.04
0.00
0.00
0.04
2
23
0.0
5.87
352.11
3135
0.49
27.49
0.04
0.00
0.00
0.04
2
24
0.0
6.25
375.04
3508
0.53
27.53
0.04
0.00
0.00
0.04
3
25
0.0
6.63
397.66
3903
0.59
27.59
0.05
0.00
0.00
0.05
3
26
0.0
7.00
419.86
4320
0.64
27.64
0.05
0.00
0.00
0.05
3
27
0.0
7.36
441.50
4759
0.69
27.69
0.05
0.00
0.00
0.05
3
28
0.0
7.71
462.48
5218
0.75
27.75
0.05
0.00
0.00
0.05
3

29
0.0
8.04
482.69
5698
0.81
27.81
0.05
0.00
0.00
0.05
3
30
0.0
8.37
502.02
6197
0.87
27.87
0.06
0.00
0.00
0.06
3
31
0.0
8.67
520.35
6714
0.93
27.93
0.06
0.00
0.00
0.06
3
32
0.0
8.96
537.61
7248
1.00
28.00
0.06
0.00
0.00
0.06
4
33
0.0
9.23
553.69
7798
1.06
28.06
0.06
0.55
0.00
0.61
37
34
0.0
9.48
568.50
8330
1.12
28.12
0.06
1.56
0.00
1.63
98
35
0.0
9.70
581.97
8814
1.18
28.18
0.06
2.74
0.00
2.80
168
36
0.0
9.90
594.04
9240
1.23
2823
0.07
3.92
0.00
3.99
239
37
0.0
10.08
604.62
9605
1.27
28.27
0.07
5.04
0.00
5.11
307
38
0.0
10.23
613.67
9912
1.30
28.30
0.07
6.05
0.00
6.12
367
39
0.0
10.35
621.13
10167
1.33
28.33
0.07
6.92
0.00
6.99
419
40
0.0
10.45
626.98
10374
1.36
28.36
0.07
7.66
0.00
7.73
464
41
0.0
10.52
631.17
10542
1.38
28.38
0.07
8.27
0.00
8.34
501
42
0.0
10.56
633.68
10675
1.39
28.39
0.07
8.77
0.00
8.84
530
43
0.0
10.58
634.51
10779
1.40
28.40
0.07
9.17
0.00
9.24
554
44
0.0
10.56
633.64
10858
1.41
28.41
0.07
9.47
0.00
9.54
572
45
0.0
10.52
631.09
10917
1.42
28.42
0.07
9.70
0.00
9.77
586
46
0.0
10.45
626.85
10958
1.42
28.42
0.07
9.86
0.00
9.93
596
47
0.0
10.35
620.97
10983
1.42
28.42
0.07
9.96
0.00
10.03
602
48
0.0
10.22
613.46
10995
1.43
28.43
0.07
10.00
0.00
10.07
604
49
0.0
10.07
604.38
10995
1.43
28.43
0.07
10.00
0.00
10.07
604
50
0.0
9.90
593.75
10984
1.42
28.42
0.07
9.96
0.00
10.03
602
51
0.0
9.69
581.66
10964
1.42
28.42
0.07
9.88
0.00
9.95
597
52
0.0
9.47
568.15
10935
1.42
28.42
0.07
9.77
0.00
9.84
590
53
0.0
9.22
553.30
10898
1.42
28.42
0.07
9.62
0.00
9.70
582
54
0.0
8.96
537.56
10854
1.41
28.41
0.07
9.45
0.00
9.52
571
55
0.0
8.69
521.54
10804
1.40
28.40
0.07
9.26
0.00
9.33
560
56
0.0
8.43
506.00
10750
1.40
28.40
0.07
9.06
0.00
9.13
548
57
0.0
8.18
490.92
10694
1.39
28.39
0.07
8.84
0.00
8.91
535
58
0.0
7.94
476.29
10635
1.39
28.39
0.07
8.62
0.00
8.69
521
59
0.0
7.70
462.10
10576
1.38
28.38
0.07
8.40
0.00
8.47
508
60
0.0
7.47
448.33
10516
1.37
28.37
0.07
8.18
0.00
8.25
495
61
0.0
7.25
434.97
10456
1.37
28.37
0.07
7.96
0.00
8.03
482
62
0.0
7.03
422.00
10396
1.36
28.36
0.07
7.74
0.00
7.81
469
63
0.0
6.82
409.43
10337
1.35
28.35
0.07
7.53
0.00
7.60
456
64
0.0
6.62
397.23
10279
1.35
28.35
0.07
7.32
0.00
7.39
443
65
0.0
6.42
385.39
10221
1.34
28.34
0.07
7.11
0.00
7.18
431
66
0.0
6.23
373.90
10164
1.33
28.33
0.07
6.91
0.00
6.98
419
67
0.0
6.05
362.76
10108
1.33
28.33
0.07
6.72
0.00
6.78
407

68
0.0
5.87
351.95
10053
1.32
28.32
0.07
6.53
0.00
6.59
396
69
0.0
5.69
341.46
9999
1.31
28.31
0.07
6.34
0.00
6.41
384
70
0.0
5.52
331.29
9946
1.31
28.31
0.07
6.16
0.00
6.23
374
71
0.0
5.36
321.42
9893
1.30
28.30
0.07
5.98
0.00
6.05
363
72
0.1
5.20
311.84
9842
1.30
28.30
0.07
5.81
0.00
5.88
353
73
0.1
5.04
302.54
9792
1.29
28.29
0.07
5.65
0.00
5.71
343
74
0.1
4.89
293.53
9743
1.29
28.29
0.07
5.48
0.00
5.55
333
75
0.1
4.75
284.78
9694
1.28
28.28
0.07
5.33
0.00
5.39
324
76
0.1
4.60
276.29
9647
1.27
28.27
0.07
5.18
0.00
5.24
315
77
0.1
4.47
268.06
9600
1.27
28.27
0.07
5.03
0.00
5.09
306
78
0.1
4.33
260.07
9555
1.26
28.26
0.07
4.88
0.00
4.95
297
79
0.1
4.21
252.32
9510
1.26
28.26
0.07
4.74
0.00
4.81
289
80
0.1
4.08
244.80
9467
1.25
28.25
0.07
4.61
0.00
4.67
280
81
0.1
3.96
237.51
9424
1.25
28.25
0.07
4.47
0.00
4.54
272
82
0.1
3.84
230.43
9382
1.24
28.24
0.07
4.35
0.00
4.41
265
83
0.1
3.73
223.56
9340
1.24
28.24
0.07
4.22
0.00
4.29
257
84
0.1
3.62
216.90
9300
1.24
28.24
0.07
4.10
0.00
4.17
250
85
0.1
3.51
210.44
9261
1.23
28.23
0.07
3.98
0.00
4.05
243
86
0.1
3.40
204.17
9222
1.23
28.23
0.07
3.87
0.00
3.93
236
87
0.1
3.30
198.08
9184
1.22
28.22
0.07
3.76
0.00
3.82
229
88
0.1
3.20
192.18
9146
1.22
28.22
0.07
3.65
0.00
3.72
223
89
0.1
3.11
186.45
9110
1.21
2821
0.07
3.55
0.00
3.61
217
90
0.1
3.01
180.90
9074
1.21
28.21
0.06
3.44
0.00
3.51
211
91
0.1
2.93
175.50
9039
1.21
28.21
0.06
3.35
0.00
3.41
205
92
0.1
2.84
170.27
9005
1.20
28.20
0.06
3.25
0.00
3.32
199
93
0.1
2.75
165.20
8971
1.20
28.20
0.06
3.16
0.00
3.22
193
94
0.1
2.67
160.28
8938
1.19
28.19
0.06
3.07
0.00
3.13
188
95
0.1
2.59
155.50
8905
1.19
28.19
0.06
2.98
0.00
3.04
183
96
0.1
2.51
150.87
8874
1.19
28.19
0.06
2.89
0.00
2.96
177
97
0.1
2.44
146.37
8843
1.18
28.18
0.06
2.81
0.00
2.88
173
98
0.1
2.37
142.01
8812
1.18
28.18
0.06
2.73
0.00
2.79
168
99
0.1
2.30
137.78
8782
1.18
28.18
0.06
2.65
0.00
2.72
163
100
0.1
2.23
133.67
8753
1.17
28.17
0.06
2.58
0.00
2.64
158
101
0.1
2.16
129.69
8724
1.17
28.17
0.06
2.50
0.00
2.57
154
102
0.1
2.10
125.82
8696
1.17
28.17
0.06
2.43
0.00
2.50
150
103
0.1
2.03
122.07
8668
1.16
28.16
0.06
2.36
0.00
2.43
146
104
0.1
1.97
118.44
8641
1.16
28.16
0.06
2.29
0.00
2.36
141
105
0.1
1.92
114.91
8615
1.16
28.16
0.06
2.23
0.00
2.29
138
106
0.1
1.86
111.48
8589
1.15
28.15
0.06
2.16
0.00
2.23
134

107
0.1
1.80
108.16
8563
1.15
28.15
0.06
2.10
0.00
2.17
130
108
0.1
1.75
104.94
8538
1.15
28.15
0.06
2.04
0.00
2.11
126
109
0.1
1.70
101.81
8514
1.14
28.14
0.06
1.98
0.00
2.05
123
110
0.1
1.65
98.78
8489
1.14
28.14
0.06
1.93
0.00
1.99
119
111
0.1
1.60
95.83
8466
1.14
28.14
0.06
1.87
0.00
1.94
116
112
0.1
1.55
92.98
8443
1.14
28.14
0.06
1.82
0.00
1.88
113
113
0.1
1.50
90.21
8420
1.13
28.13
0.06
1.77
0.00
1.83
110
114
0.1
1.46
87.52
8398
1.13
28.13
0.06
1.72
0.00
1.78
107
115
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1.42
84.91
8376
1.13
28.13
0.06
1.67
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1.73
104
116
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1.37
82.38
8355
1.13
28.13
0.06
1.62
0.00
1.68
101
117
0.1
1.33
79.92
8334
1.12
28.12
0.06
1.57
0.00
1.64
98
118
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1.29
77.54
8313
1.12
28.12
0.06
1.53
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1.59
95
119
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1.25
75.23
8293
1.12
28.12
0.06
1.48
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1.55
93
120
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1.22
72.99
8273
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1 11 21 31 41 51 61 71 81 91 101 111 121
Time (minutes)

Hall, Christine
From: David Newsom <[e-mail]>
Sent: Thursday, April 30, 2015 12:26 PM
To: Hall, Christine
Subject: RE: Handy Mart - Hwy 53, SW8 130516
Ms. Hall
I have that info ..... and will put in mail today.
Thank you.
From: Hall, Christine[mailto:Christine.HallCalncdenr.gov]
Sent: Monday, April 27, 2015 3:54 PM
To: Newsom, David
Subject: Handy Mart - Hwy 53, SW8 130516
David,
I have had a chance to look through the modification submitted for the Handy Mart on Highway 53 in Jacksonville,
permit no. SW8 130516. 1 do have just a couple questions:
1. 1 couldn't find a revised drainage area map in submittal. Am I overlooking it? [per 15A NCAC 02H.1003(g)(5)]
2. Also, the revised calculations were not signed and sealed. Can you send a sealed, signed & dated coversheet or
set? [per 15A NCAC 02H.1003(g)(2)]
Thanks!
Christine
Please note the new e-mail address and direct phone number
Christine (Nelson) Hall
State Stormwater Program
NC Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext., Wilmington, NC 28405
Direct: 910-796-7335 / Main: 910-796-7215 / Fax: [phone]
christine.hall(d ncdenr.zov
htto://portal.ncdenr.org/web/Ir/stormwater
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.

Casmer, Jo
From: Casmer, Jo
Sent: Tuesday, February 24, 2015 12:57 PM
To: 'David Newsom'
Subject: Handy Mart Hwy. 53; Stormwater Permit SW8 130516
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 February 18, 2015. Your project will
be assigned to a staff member and you will be notified if additional information is needed. Please be advised that
the construction of built -upon area may not commence until the Stormwater Permit is issued.
The application did not reflect an email address for the owner so we ask that you please notify them on this
status.
jo Casmer
Administrative Assistant for DEMLR/Stormwater Section
NC Department of Environment & Natural Resources
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 and may be
disclosed to third parties.

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I Completeness Review Checklist
Project Name: V) CJ' 4�-,_,,�,15 _ Received Date
Project Location: VA-�— Accepted Date
Rule(s) 1-12008 Coastal
1995 Coastal ElPhase II (WiRO.) El Universal E]1988 Coastal
Type of Permit: New or
Mod or PR
Existing Permit # (Mod or PR): '3:.D`J PE Cert on File?
Density: HD or LD
%: ---E](% OK?)
Type: Commercial or Residential
�NCG:
�Offsite to SW8
Exempt
Stream Class:
�SA Map
Subdivided?: Subdivision or Single Lot
ORW Map
5Paperw Emailed Engineer on:
upplement(s) (1 original per BMP) BMP Type(s):
nwith correct/original signatures (1 original per BMP except LS/VFS and swoles)
MA-p-plication with correct/original signatures Deed
Corp or LLC: Sig Auth. per SoS or letter mail Address:
05 (within 6mo) Email Address:
Design Engineer
Owner
Flails Report with SHWT Note to Reviewer:
EIC2lculations(rdgaed/sealeN�
nNo obvious errors
Plans
Density includes common areas, etc
!d Restrictions, if subdivided:
& Notarized
Map
etails (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
E3vqetlands: Delineated or No Wetlands
ayout (proposed BUA dimensions)
MDA Maps EE Project Boundaries
Infiltration
Wet Pond
Offsite
Soils Report
Soils Report
F-1PE Cert for Master Lot #:
SHWT:
Deed Rest for Master Lot # Matches Master
Bottom:
�SHWT:
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)

JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING — LAND PLANNING — MAPPING
11.0. BOX 1685
JACKSONVILLE' NC 28541
OFFICE: [phone] FAX: [phone]
E-MAIL: bettvbna ilnnc corn
Or brianQu jlpnc.corn
TO: Mr. Steven Posey
N.C. Department of Environment and Natural
Resources —Division of Energy, Mineral & Land
Resources/Land Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405
Letter of Transmittal
DATE:
February 16,2015
ATTENTION:
Mr. Steven Puse
Re:
Handy Mart —N.C. Highway 53-SW8130516
COPIES DATE NUMBER DESCRIPTION
2 Sets of revised plans
2 Revised Stormwater applications with calculations
I Check in the amount of $505.00
&22956711t•—�sc �i�»

Stormwater Treatment Narrative
Handy Mart Hwy 53
DENR DWQ originally issued SW8 130516 on 6/3/13 allowing construction of a
convenience store/gas station (with associated sidewalks and parking) on a 2.51 acres
tract located at the intersection of Hwy 53 and NCSR 1130 (Maplehurst Rd.) in
Jacksonville Township, Onslow County. The permit required construction of a wet pond
sized to accommodate 50,290 sf BUA. The convenience store/gas station and associated
pond has NOT yet been constructed.
The permittee now wishes to modify the Site Plan for the proposed convenience store/gas
station increasing the BUA to 54,064 sf. Therefore a Modification and/or Plan Revision
is necessary.
The project site is located in the White Oak River basin. Currently, most runoff naturally
drains to the northwest towards Blue Creek (SC;NSW — 19-8) and to a roadside DOT
Swale. No coastal wetlands are onsite. The site is gently sloped (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 to be located at the Northeastern section of the site. This
pond has been designed to meet the Coastal Stormwater Rules, and according to current
BMP Manual Specifications. The stormwater pond has been designed with a connected
forebay and main pond. Runoff from the new impervious surfaces will be diverted to the
forebay of the proposed wet detention basin via a storm drain inlet / underground piping.
Treated stormwater will exit the main pond via the outlet structure/18" outlet pipe and out
on the natural grade.
Development on this site will disturb approximately 2.0 acres — the owners will pursue
the Erosion / Sedimentation Control Permitting through the conventional (not express)
route. Wastewater is to be collected and treated in a proposed onsite septic system.
Water supply is by ONWASA.
A turn lane will be required for the entrance on NC 53
ECEUVE
FEB 18 2095

Permit Number. �`wyl3r25j1�2
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
hnportant maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a-month.1q
within 24 hours after every storm event greater than 1.0 inches (or 1.5 it dies Tin a- Q VE
Coastal County). Records of operation and maintenance should be kept Oa 15np}gm�e�t 2��5
location and must be available upon request. 11 t�LtttSS 00
Inspection activities shall be performed as follows. Any problems that
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

Permit Number.
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog die pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than s ra 'n .
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
ECEIVE
Form SW401-Wet Detention Basin O&M-Rev.4 FEB 18 2015� age 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BM? element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged 1
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 8_5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 5.00 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
(fill in the blanb)
Permanent Pool Elevation 27.00
22_00 I Pe maven Pool
- --- -- ---------+-- Volume Sediment Removal Elevation 18.50
Volume
21_00 ft Min. -----------------------------------------
------
Sediment Bottom Elevation 17.50
Storage
1-ft tv r
Sedimei
Storage
FOREBAY MAIN POND
Porm SW401-Wet Detention Basin O&M-Rev.4
�vlrlCg.�Y/ E
FEB 18 2015
Page 3 of 4
RY:

Permit Number:
(to be provided by DWQ)
T acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project narneMandy Mart - Hwy 53
BMP drainage area number:
Print name:E.J. Pope, III
Address:1092 N. Breazeale Avenue - Mount Olive - NC 28365
Note: The legally responsible party should not be a bomcuwners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1, 7Qy 0 I \-a
County of
day of f—efUluyty ,t
forgoing -Wet detention basin r
sealuU I 0
SEAL
a Notary Public for the State of
do hereby certify that
�i
personally appeared before me this /�
1 acknowledge the due execution of the
requirements. Witness my hand and official
My commission expires I V \cK 'I I�w
Form SW401-Wet Detention Basin O&M-Rev.4
..... _..1.11.1 ... ..... ..............
EOIEIV E
I
FEB 18 2015
BY: Paga 4 04