SW7130902_CURRENT PERMIT_20130918

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2dfj
YYYYMMDD

M
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Land Quality Section
Tracy E. Davis, PE, CPM
Director
September 18, 2013
Vanguard Ventures, LLC
Attn.: Mr. George T. Barnes, Jr., Member/Manager
3900 Merton Drive, Suite 210
Raleigh, NC 27609
Subject: Stormwater Permit No. SW7130902
Dollar General — James Cityry
High Density Commercial Vllet Pond Project
Craven County
Dear Mr. Barnes:
Pat McCrory, Governor
John E. Skvada, III, Secretary
The Washington Regional Office received a complete Stormwater Management Permit
Application for the Dollar General — James City project on September 11, 2013. 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. SW7130902 dated September 18,
2013, for the construction of the subject project.
This permit shall be effective from the date of issuance until September 18, 2021, and
shall be subject to the conditions and limitations as specified therein. Please pay
special attention to the Operation and Maintenance requirements in this permit. Failure
to establish an adequate system for operation and maintenance of the stormwater-
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written
petition, conforming to Chapter 150E of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. 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 me at [phone].
Sincerely,
Samir Dumpor, PE
Environmental Engineer
SD: G:\LR\SWP\SD\SW7130902
Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889 • Phone: [phone] / FAX: [phone]
Internet: http://www,portal.ncdenr.org/web/Ir/land-quality
An Equal Opportunity / Affirmative Action Employer - 50%Recycled/10% Post Consumer Paper

cc: Matthew Lowder, PE, Triangle Site Design, PLLC (4006 Barrett Drive,
Suite 203, Raleigh, NC 27609)
Craven County Building Inspections
Washington Regional Office

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
Vanguard Ventures, LLC
Dollar General — James City
Craven County
FOR THE
construction, operation and maintenance of one wet detention pond in compliance with
the provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter 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 of Energy, Mineral, and Land Resources and considered a part of this
permit.
This permit shall be effective from the date of issuance until September 18, 2021, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 of this permit. The stormwater control has been
designed to handle the runoff from 29,620 square feet of impervious area.
The tract will be limited to the amount of built -upon area indicated in Section I. of
this permit, and per approved plans.
4. 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.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
Page 2 of 7

The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a.
Drainage Area, ft2:
43,500
b.
Total Impervious Surfaces, ft2:
Design
29,620
C.
Storm, inches:
1.5
d.
Pond Depth - average, feet:
3.0
e.
TSS removal efficiency:
85%
f.
Permanent Pool Elevation, FMSL:
22.50
g.
Permanent Pool Surface Area required,
ft2: 2,523
h.
Permanent Pool SurfacsArea, ft :
2,560
i.
Min. Volume required, ft :
3,609
j.
Permitted Storage Volume, ft3:
3,878
k.
Temporary Storage Elevation, FMSL:
23.90
I.
Controlling Orifice:
1.00" fd pipe
M.
Permitted Forebay Volume, ft3:
1,089
n.
Receiving Stream/River Basin:
Scotts Creek/Neuse River Basin
o.
Stream Index Number:
27-102
P.
Classification of Water Body:
"SC; Sw; NSW"
IL 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 time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. , Mowing and re -vegetation of slopes and the vegetated filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device,.level
spreader, filter strip, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The permittee shall submit to the Division of Energy, Mineral, and Land
Resources an annual summary report of the maintenance inspection records for
each BMP. The report shall summarize the inspection dates, results of the
inspections, and the maintenance work performed at each inspection.
6. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
The facilities shall be constructed as shown on the approved plans. This permit
Page 3 of 7

�l
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.
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. 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. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of 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.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
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. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
13. A copy of the approved plans and specifications shall be maintained, on file by
the Permittee at all times.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Energy,
Mineral, and Land Resources, signed by both parties, and accompanied by
supporting documentation as listed on page 2 of the form. The project must be in
good standing with the Division. The approval of this request will be considered
on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
Page 4 of 7

time as the Division approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Energy, Mineral,
and Land Resources, in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
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, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,.
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
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. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until September 18,
2021. Application for permit renewal shall be submitted 180 days prior to the
expiration date of this permit and must be accompanied by the processing fee.
Permit issued this the 18th day of September, 2013.
NORTH CAROL'INA ENVI ONMENTAL MANAGEMENT COMMISSION
for
Tracy E.' Davis, PE, CPM
Division of Energy, Mineral, and Land Resources
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7130902
Page 5 of 7

J
Dollar General — James City
Stormwater Permit No. SW7130902
Craven 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 specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

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/bypass 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/bypass 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 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.
cc: NCDENR-DEMLR Washington Regional Office
Craven County Building Inspections
Page 7 of 7

' DWQ USE ONLY
c
Pee Paid
Permit Number
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<Sw-113o`1A9,
❑
Applicable ules: Coastal SW - 1995 ❑ Coastal
- 2008 ❑ Ph II - Post Construction
(select all thln//tplrhxl on -Coastal SW- HQW/ORW Waters
❑ Universal Stormwater Management Plan
yy��''kk// LLYY�� �fther WQ M mt Plan:
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State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopier! for use as an original
1. 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.):
Dollar General - lames City
2. Location of Project (street address):
2302 E. US Highway 70
City:Iames City County:Craven Zip:28564
3. Directions to project (from nearest major intersection):
Project is located 440 South from the intersection of US Hwy 70 and E. Grantham Road towards Garner Road.
4. Latitude:35° 02' 50.26" N Longitude:-77° 01' 17.68" W of the main entrance to the project.
it. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.lf 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 ®I-ligh 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 DWQ
requesting a state stormwater management permit application, list the stonnwater 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: 1.39 ac of Disturbed Area
0404/401 Permit: Proposed Impacts
b.lf any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
Form SWU-101 Version 07J13n2010 Page I of

Ill. 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 proiect):
Applicant/Organization:Vanl±uard Venters, Ll_C
Signing Official & Title:George T. Barnes, Jr. - member/manager
b.Contact information for person listed in item I above:
Street Address:3900 Merton Drive, Suite 210
City:Raleigh State:NC Zip:27609
Mailing Address (if applicable):
Phone
State:
Fax: ( )
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:Current: George W. Ensley Ir. - Owner Proposed: Vanguard Venters LLC
Signing Official & Title:Current: George W. Lnsley Jr. - Owner Proposed:George T. Barnes, In
(member/manager)
b.Contact information for person listed in item 2a above
Street Address:Current(Ensley): PO Box 3229 Proposed (Vanguard Venters I.LC)_
3900 Merton Drive, Suite 210
City:Current New Bern Proposed: Raleigh State:NC Zip:C: 28564 P: 27609
Mailing Address (if applicable):
City:
Phone: ( )
3. a. (Optional) Print the r
person who can answ
Other Contact Person/
Signing Official & Title
b.Contact information fo;
Mailing Address:3900 D
City:Raleigh
Phone: (919 ) 459-1
Finail:gbarnes@vanguan
i
4. Local jurisdiction for buil__
l
D�1. �005
n \2J�ll
V L
her
Point of ContachDon Baumgardner Phone #: (252 ) 636-6618
Form SWU-101 Version 07Jun2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff from the proposed site will be treated within a wet detention pond with secondary
treatmen using a level spreader & vegetative filter. The pond is designed to treat a 1.5" storm & 85% TSS
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
4. Total Property Area: 1.29 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*:1.29 acres
Total project area shall be calculated to exclude the follozoin the normal pool of impounded structures, the area
between the banks of streaurs and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) live, 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 landwward of the NHW (or MHW) line rimy
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 51.0 %
9. How many drainage areas does the project have?] (For high density, count 1 for each proposed engineered
stormwater BMP. For loeo density and other projects, use 7 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 IDraina
e Area 7
Draina ge Area -
DrainageArea
Drainage Area
Receiving Stream Name
Scotts Creek
Stream Class *
SC;Sw;NSW
Stream Index Number *
27-102
Total Drainage Area (so
43500
On -site Drainage Area (so
42464
Off -site Drainage Area (so
1036
Proposed Impervious Area** (so
29620
% Impervious Area** total
68.1
Impervious** Surface Area .
Drainage Area ]
Drainage Area
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
9026
On -site Streets (so
0
On -site Parking (so
17810
On -site Sidewalks (so
1748
Other on -site (so
0
Future (so
0
Off -site (sf)
1036
Existing BUA*** (so
0
Total (so:
29620
" Strewn Class and Index Number can be determined at: Irttp://Mortal.rtcdeur.org/web/wq[ps/esu/classificatimrs
Form SWU-101 Version 07Jun2010 Page 3 of

Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
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 nezv BUA.
11, I -low was the off -site impervious area listed above determined? Provide documentation.
Drainage from off -site driveway
Projects in Union County: Contact DIVQ Central OjJice staf'io check if the project is located within a Threatened &
Endangered Species watershed that map be subject to more stringent stornnnater requirements as per NCAC 02B .0600
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from htty://i)ortal.ncdenr.orq/web/wq/ws/su/bap-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/",s/su/statesw//forms_docs. 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://portal.ncdenr.org/web/wq/ws/so/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/",q/ws/su/states",/forms_docs.
/J Initials
N/ 1. Original and one copy of the Stormwater Management Permit Application Form. iNV_
'/� ,
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants �
Form. (if required as per part Vll below)
d3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
-/� agreement(s) for each BMP.
v 4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/onestopexpress.litmI for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the
mile radius on the map.
7. Sealed, signed and dated calculations.
8,/"Cwo sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
da. Development/Project name.
b. I'sngincer and firm.
d c. Location map with named streets and NCSR numbers.
s� d. Legend.
SU e. North arrow.
(Y� f. Scale.
(y� 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 MFIW or NI-IW line of tidal
waters, and any coastal wetlands landward of the MHW or NI-IW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MI-IW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with hearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
MIL
twit
"I
/Xf r-
fN, (-
Form SWU-101 Version 07Jun2010 Page 4 of

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.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SI-IWT 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"xl1" 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 SHWr prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 1161 Page No: 0539
yM11 L
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
00C
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 21-1.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
littp://www.secret,iry.state.ilc.us/Corporatiotis/CSearcli.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
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 holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Matthew Lowder, PE
Consulting Firm: Triangle Site Design, PLLC
Mailing Address:4006 Barrett Drive, Suite 203
City:ltaleigh State:NC Zip:27609
Phone: (919 ) 553-6570 Fax:
Eiiiail:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) George W. Ensleu Jr. , certify that I
own the property identified in this permit application, and thus give permission to (print or type rime of person
listed in Contact Information, item 1a) George T. Barnes Jr. with (print or hype name of organization listed in
Contact information, itemm to) Vanguard Venters, LLC to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 07Jun2010 Page 5 of 6

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. 1 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 da , pursuant to NCGS 143-215.6. (% �/
Signature: z i , i/t/� Dir f Date: C� - 2 /-
l i ��M /Lifs Iann f3ry Public for the State of / V C County of
0 IrCU)P A _do hereby certify that l 71°L,) �j� i -U �I? personally appeared
before me this 21 day of i/)l. .and aF� nowle�g/e t uef tion�f a application for a
stormwater permit. Witness m hand and official
� A
h
Notoly Publlc
croven County Ices=
!My Commisslon Ezp
0211512017
Q�
%'1 .� D?rHIC PryD\\\\\
SEAL
My commission expires c�O
X. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in Contact Information, item 1a) George 7' Barnes, Jr.
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 glat the proposed project complies with the requirements of the
applicable stormwa r rules unde A NCAC 1000, SL 2006-246 (Ph.11—Post Constructi n) or SL 2008-211.
Signature: Date: 2 ` 13
1, a N�o+tary Public for the State of A/C- County of
do hereby certify that t� [=n,FGr % a,P/f/i LI/L personally appeared
before me this-d2lay of /fiat 11sr AO/d • and owledge the due executiop of the application for a
stormwater permit. Witness my hand and official sea], P i 66ry iN t���go
`.�Pissioo FD�i
a° F+
_ r7 Fa vapTAgl- m N
� N �
LL y4Pr�BL\G ,6 Q
Ile'"i Cout41` ��%'
"111110
SEAL
My commission expires J-/u-7d
Form SWU-101 Version 07Jun2010 Page 6 of 6

e

Dollar General — James City JAN 2 2 2014
Stormwater Permit No. SW7130902
Craven Countv
R
Designer's Certification /� r
I, Z r,.� Gcylje ,/ as a duly registered in the
State of North Carolina, having been authorized to observe (eriP odica9t / weekly/ full
time) the construction of the project,
(Project)
for 04411 /WPS� 4gx;lu 14'L (Project Owner) hereby state that, to the
best of my abilities, due cart 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 specification:
I
Signature
Registration Number
Date /-G- /¢
Page 6 of 7
SEPf,,mnrr
`�`• z,
ma`s ESS10,
SEAL "s
-5nn-4A 8

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/bypass 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/bypass 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 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.
cc: NCDENR-DEMLR Washington Regional Office
Craven County Building Inspections
Page 7 of 7

Permit No. SW 13040Z-
(to be pmvidetl by DWO)
RA
WDENR
EXPRESS
SEP 1 1 2013
INC ®ENRORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part fit) must be printed, filled out and submitted along with all of the required information.
`IIJUU JLJ L ' -�
h PROJECT INFORMATION ` ' :
Project name - Dollar General
Contact person Malt Lowder, PE
Phone number
Date
Drainage area number
919-553-6570
IL DESIGN INFORMATION
Site Characteristics
Drainage area
Impervious area, post -development
% impervious
Design rainfall depth
Storage Volume: Non-SAWaters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' mnoff volume
Pr"evelopment 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the prelpost control of the 1yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1Oft vegetated shelf elevation
Bottom of 1Of1 vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp, pool?
Elevation of the top of the additional volume
Form SW401-Wet Detention Basin-Rev.8-9/17109
43,500 fC f
29,620 ft2
68.09 %
1.5 in y
3,609 ft3 Y OK
3,878 fl3
OK, volume provided is equal to or in excess of volume required.
to
fl3
tt3
tt3
n3
Y (Y or N)
3.5 in
0.45 (unitless)
0.81 (unitless)
5.77 inlhr OK
2.71 ft3lsec
4.41 ff3lsec
1.70 ft3/sec
23.90 foist
22.50 fmsl
23.00 fmsl
23.00 frost
22.00 frost
17.00 trust
16.00 trust
1,00 ft
N (Y or N)
fmsl
Parts I. 8 II. Design Summary, Page 1 of 2

Permit
(to be provided by DWO)
IL DESIGN INFORMATION
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, A.,
Area, bottom of 1 Oft vegetated shelf, A,, s,s,
Area, sediment cleanou6 top elevation (bottom of pond), A,,pmd
Volumes
Volume, temporary pool
Volume, permanent pool, V..,,-PW
Volume, forebay (sum of forebays if more than one forebay)
Forebay %of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
MountairVPiedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, Vpd,,, ,,
Area provided, permanent pool, Ap up,
Average depth calculated
Average depth used in SAIDA, d„, (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, Apsrm p�
Area, bottom of 1 Oft vegetated shelf, A._.
Area, sediment cleanout, top elevation (bottom of pond), Aw wd
'Depth' (distance bhv bottom of 1 Oft shelf and top of sediment)
Average depth calculated
Average depth used in SAIDA, d„, (Round to nearest 0.5ft)
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of onfice (if -non -circular)
Coefficient of discharge (Cg)
Driving head (H.)
Drawdown through weir?
Weir type
Coefficient of discharge (C.)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow 8 orifice?
Freeboard provided
Vegetated filler provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
4,460 ft2
2,523 ft2
5.80 (unitless)
2,560 ft' OK
1,605 ft`
185 ft`
3,878 ft' OK
5.141 ft'
1,089 ft,
21.2% % OK
85
Y (Y or N)
N (Y or N)
5.80 (unitless)
N (Y or N)
5,141 ft'
2,560 ft'
It Need 3ftmin.
ft
Y (Y or N)
2,560 ft`
1,605 ft`
185 ft2
5.00 If
3.19 It OK
3.O ft OK
Y (Y or N)
1.00 in
in
0.60 (unitless)
0.36 ft
N (Y or N)
(unitless)
(unitless)
ft
ft
2.71 ft/sec
4.41 ft'Isec
0.03 ft'Isec
2.05 days
3 :1
10 :1
10.0 it
3A
3,0 1
Y
(Y or N)
10 It
Y
(Y or N)
Y
(Y or N)
Y
(Y or N)
PUMP
OK, draws down in 2-5 days.
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Form SW401-Wet Detention Basin-Rev.e-9I17Ng Parts 1. & 11. Design Summary. Page 2 or 2

Permit
(to be provided by DWQ)
IIL• REQUIRED ITEMS CHECKLIST, w ^°
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials
Sheet No.
/i j(�D
1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
/Yli[
NO
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
/ilfL-/0
3. Section view of the wet detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
Aft
- C-/0
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
t?o.�CS
on the plans prior to use as a wet detention basin.
Wk—C
/0
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
MIL
C 5� C /a
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
�L
Mom.
`.
xfo
8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
9. A copy of the deed restrictions (if required).
l�11G
/JA
LAMS
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.8-9/17/09 Part III, Required Items Checklist, Page 1 of 1

EXPRESS or FwarFgor
SEP 11 Z013 0�
NO(M .M MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must he completely filled out, printed, initialed, and submitted.
II. PROJECT INFORMATION
Project name
Contact name
Phone number
Dale
Drainage area number
The purpose of the LS-VFS
Stormwater enters LS-VFS from
Type of VFS
Explanation of any "Other' responses above
If Stormwater Enters the LS-VFS from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak flow from the 1 inlhr storm
Time of concentration
Rainfall intensity, 10-yr storm
Peak flow from the 10-yr storm
Design storm
Maximum amount of Flow directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any "Other" responses above
If Stormwater Enters the LS-VFS from a BMP
Type of BMP
Peak discharge from the BMP during the design storm
Peak discharge from the BMP during the 10-year storm
Maximum capacity of a 100-foot long LS-VFS
Peak flow directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any 'Other" responses above
Matt Lowder, PE
919-553-6570
Auqust 28, 2013
'SW Rule: !0-year diawdown from Wet Pond
A BMP
Engineered filter strip (graded & sodded, slope < 8%)
43,500
ff2
Do not complete this section of the form.
29,620
ft2
Do not complete this section of the form.
68.09
%
Do not complete this section of the form.
Do not complete this section of the form.
cfs
Do not complete this section of the form.
min
Do not complete this section of the form.
in/hr
Do not complete this section of the form.
cfs
Do not complete this section of the form.
10-year storm
CIS
Do not complete this section of the form.
(Y or N)
Do not complete this section of the form.
Wet detention pond
0.027
cfs
1A
cfs
10
cfs
1A
cfs
Y (Y or
NCARp
FF SEAL �s
_ 244 3 x
4
Form SW401 - LS-VFS - 29Nov2010 - Rev.8
page 1 of 3

N
LS-VFS Design
Forebay surface area
Depth of forebay at stormwater entry point
Depth of forebay at stormwater exit point
Feet of level lip needed per cfs
Computed minimum length of the level lip needed
Length of level lip provided
Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from level lip to the end of the VFS)
Are any draws present in the VFS?
Is there a collector swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered flow splitting device?
Dimensions of the channel (see diagram below):
M
B
W
y (flow depth for 10-year storm)
freeboard (during the 10-year storm)
Peak velocity in the channel during the 10-yr storm
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any "Other' responses above
NIA
sq ft
No forebay is required.
36
in
Depth is appropriate.
12
in
Depth is appropriate.
10
fticfs
14
ft
14
ft
30
ft
22.30
fmsl
22.00
fmsl
1,00
%
N
(Y or N)
OK
N
(Y or N)
Y (Y or N)
N (Y or N)
it
fl
ft
It
ft
fit/sec
Pick one:
N (Y or N)
NIA (Y or N)
Bypass flow will exit the stormwater BMP pond via the emergency spillway (flows in excess of
the 10-year storm flow)
Form SW401 - LS-VFS - 29Nov2010 - Rev.8 page 2 of 3

III., REQUIRED ITEMS CHECKLIST .f i ; � .1 ' r : , A " ` "` - '
EDIT Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will result in
a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the following
design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been met, attach
justification.
Requried Item:
1. Plans (1' - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Forebay (if applicable),
High Flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW), and
- Boundaries of drainage easement.
2. Plan details (1' = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
- High Flow bypass system,
- One foot topo lines between the level lip and top of stream bank,
- Proposed drainage easement, and
- Design at ultimate build -out.
3. Section view of the level spreader (1" = 20' or larger) showing:
- Underdrain system (if applicable),
- Level lip,
- Upslope channel, and
- Downslope filter fabric.
4. Plan details of the Flow splitting device and supporting calculations (if applicable).
5. A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area is stabilized.
6. If a non -engineered VFS is being used, then provide a photograph of the VFS showing
that no draws are present.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
Initials Page or plan sheet number and any notes:
MIL
to
ESL
C-5'A,c-/o
l�
w1
Form SW401 - LS-VFS - 29Nov2010 - Rev.a page 3 of 3

A
EXPRESS
Permit Number:
SEP 11 2013 (to be provided byDTVQ)
Drainage Area Number:
KIWAURi tion 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.
Th' system (check one):
[does ❑ does not incorporate a vegetated filter at the outlet.
This system heck one):
❑ does does not incorporate pretreatment other than a forebay.
important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
.Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMI' 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.
I 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 the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
Swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or 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 spraying.
The vegetated shelf
Bast 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 problemand
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 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.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number: _
BMP 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 re air. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
I 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 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads �� — feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
Till in the blanks)
0 Permanent Pool Elevation 22
Ig Pe marten Pool
-------------- Volume Sediment Removal Elevation (7 Volume
I -ft Min.
--------------------------------------- ----
Sediment BoltomElevation IV 1-ft n.
Storage Sedimen,
Storage.
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Dollar General - James City
BMP drainage area number:
LLCG
Print
Title:member/manager
Address:3900 Merton Drive, Suite 210
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, // , a Notary Public for the State of
NC County of h /�/CE , do hereby certify that
//�
C7Eole (;L- T t JX personally appeared before me this l r
day of Aica,sr , a)U/, 3 ' and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
sea], (Ct/yli�l. 7� Akpo
SEAL
My commission expires V -�5 �G
Form SW401-Wet Detention Basin O&M-Rev.4
Page 4 of 4

,�i�aa:;rrrfri

EXPRESS
SEP 1 12013 Permit Number:
(to be provided by DWQ)
NC ®EN
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
------------------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.
Important maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
— Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be. kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
system
The flow splitter device
The flow sputter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of any sediment off -site.
The flow splitter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The swale and the level
The swale is clogged with
Remove the sediment and dispose
lip
sediment.
of it off -site.
The level lip is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
Regrade the soil to create a berm
end of the level spreader that
that is higher than the level lip, and
shows storm water has
then plant a ground cover and
bypassed it.
water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun
Remove them.
to grow on the swale or just
downslo e of the level lip.
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is
Study the site to see if a larger
damaged or ripap is rolling
bypass channel is needed (enlarge if
downhill.
necessary). After this, reestablish
the erosion control material.
The filter strip
Grass is too short or too long
Maintain grass at a height of
if applicable).
approximately three to six inches.
Areas of bare soil and/or
Regrade the soil if necessary to
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.
Sediment is building up on
Remove the sediment and
the filter strip.
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated.
Provide additional irrigation and
fertilizer as needed.
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.
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality local Regional Office, or the
outlet.
401 Oversight Unit at 919-733-1786.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 3

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Dollar General - James City
BMP drainage area number:
ua✓d JeJ-,r5, LL ,
Print
Title:memberhnanager
Address:3900 Merton Drive, Suite 210 Raleigh, NC 27609
Note: 17he legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
/V .171,`1W $I / a Notary Public for the State of
Aff, , County of kl4l(F do hereby certify that
C� C--O/1GF %92i/CS�/C personally appeared before me this dlq�r
day of /7u(c(5 T &9/ , and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements
Witness my hand and official seal,(a
\ANNth
h� �ovaOTAgL+� N
Z �, OUBt\O 6
a , V`
�9/r rcy 15,
"'''i "COUN�0��`�`
SEAL
My commission expires 'V -/0 —/�
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 . Page 3 of 3