SW6080502_CURRENT PERMIT_20140509

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE(>�
YYYYM M DD

NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 9, 2014
Waste Industries, LLC
Attn: Ted Habets, Manager
4621 Marracco Drive
Hope Mills, NC 28348
Subject: Stormwater Management Permit SW6080502
Waste Industries - Stedman, NC
High Density Commercial Wet Pond Project
Cumberland County
Dear Mr. Habets:
John E. Skvarla, III
Secretary
The Fayetteville Regional Office of the Division of Energy, Mineral and Land Resources, Land Quality Section
received a State Stormwater Permit Name/Ownership Change Form on April 25, 2014 to transfer Permit
SW6080502, originally issued on July 3, 2008 to Al Hill Properties, LLC for the Onslow Container Service project.
Therefore, we are forwarding herewith Stormwater Management Permit SW6080502 dated May 9, 2014 for the
continued construction, operation and maintenance of the subject project and associated stormwater BMPs.
This permit shall be effective from the date of issuance until December 29, 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 df 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 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. Per NCGS 143-215(e), the petition
must be filed with 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, please contact Mike Lawyer at [phone].
Sincerely,
red Cole, PE
Regional Engineer
Land Quality Section
BC/m I
cc: John Pfleger - Waste Industries, LLC (electronic copy)
Mike Randall - Stormwater Permitting Program (electronic copy)
FRO - Land Quality Section, State Stormwater Files, SW6080502
Division of Energy, Mineral and Land Resources
Land Quality Section
Fayetteville Regional Office, 225 Green Street- Suite 714, Fayetteville, NC 28301
Phone: [phone] / Fax: [phone] / Internet: hUp:Hportal.ncdenr.org/web/Ir
An Equal Opportunity / Affirmative Action Employer - 50% Recycled / 10% Post Consumer Paper

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
Waste Industries, LLC
Waste Industries — Stedman, NC
Front Street, Stedman, Cumberland County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of
15A NCAC 2H .1000 and Session Law 2006-246 (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 December 29, 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 1.6 of this permit. The stormwater control has been designed to handle the
runoff from 103,610 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.6 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.

0
6. The following design criteria have been provided in the wet detention pond and must be
maintained at design conditions.
a.
Drainage Area, acres:
3.26
Onsite, ft2:
141,971
Offsite, ft2:
0
b.
Total Impervious Surfaces, ft2:
103,610
Buildings, ft2:
0
Roads/Parking, ft2:
103,610
Other, ft2:
0
Offsite, ft2:
0
G.
Pond Depth, feet:
3.2
d.
TSS Removal Efficiency:
85%
e.
Design Storm:
1.0 inch
f.
Permanent Pool Elevation, FMSL:
115.50
g.
Permitted Surface Area @PP ft2:
12,662
h.
Permitted Storage Volume, ftd:
8,365 at temporary pool
i.
Storage Elevation, FMSL:
116.08
j.
Controlling Orifice:
1.5m pipe
k.
Permanent Pool Volume, ft3:
40,514
I.
Forebay Volume, ft3:
7,659
M.
Receiving Stream / River Basin:
Sandy Creek / Cape Fear
n.
Stream Index Number:
18-68-12-6
o.
Classification of Water Body:
"C;Svd'
11. SCHEDULE
OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will
be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to assure that
all components of the permitted system function 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.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader, catch
basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to authorized
personnel of the Division. The records will indicate the date, activity, name of person performing
the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit shall become
voidable unless the facilities are constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting.
6. 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.

7. If the stormwater system was used as an Erosion Control device, it must be restored to design
conditions prior to operation as a stormwater treatment device and prior to occupancy of the
facility.
8. Access to the stormwater facilities shall be maintained via appropriate easements at all times.
9. 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.
10. The permittee shall submit final site layout and grading plans for any permitted future areas
shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by the Permittee for
a minimum of ten years from the date of the completion of construction.
12. 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 the minimum
requirements. The permittee shall provide copies of revised plans and certification in writing to
the Director that the changes have been made.
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 formal permit transfer
request to the Division of Energy, Mineral and Land Resources accompanied by a completed
name/ownership change form, documentation from the parties involved, and other supporting
materials as may be appropriate. The approval of this request will be considered on its merits
and may or may not be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. 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.
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.
4. 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.
5. 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.
6. 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 reissuance, or termination does not stay any permit condition.

7. 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.
8. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
9. 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 2006-246, Title 15A NCAC 2H .1000 and NCGS 143-
215.1 et.al.
10. The permittee shall notify the Division, in writing, of any name, ownership, or mailing address
changes within thirty (30) calendar days.
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. The permittee shall submit a renewal request with all required forms and documentation at least
180 days prior to the expiration date of this permit.
Permit issued this the ninth day of May 2014.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
forTracy E. Davis, PE, CPM, Director
Division of Energy, Mineral and Land Resources
by Authority of the Environmental Management Commission
Stormwater Management Permit SW6080502

Waste Industries — Stedman, NC Page 1 of 2
Stormwater Management Permit SW6080502
Cumberland 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 a part of this Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date

Certification Requirements: Page 2 of 2
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.
Please submit this Designer's Certification to: NCDENR - Land Quality Section
Fayetteville Regional Office
225 Green Street; Suite 714
Fayetteville, NC 28301

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I. CURRENT PERMIT INFORMATION
1. Stormwater Management Permit Number: SW6080502
2. Project Name: QhS'c�✓ Csv<�6'Xe
3. Current Permit Holder's Company Name/Organization:
4. Signing Official's Name: Al Hill
5. Mailing Address
City: Deep Run
Ina• :.
6. Phone: (252 ) 527-5040
Fax: ( )
Title: owner
NC Zip: 28525
II. PROPOSED PERMITTEE / OWNER / PROJECT / ADDRESS INFORMATION
This request is for: (please check all that apply)
❑ Name change of the owner (Please complete Items 1, 2 and 3 below)
91 Name change of project (Please complete Item 5 below)
x❑ Change in ownership of the property/company (Please complete Items 1, 2, 3, and 4 below)
❑ Mailing address / phone number change. (Please complete Item 4 below)
❑ Other (please explain):
1. Proposed permittee's company name/organization: Waste Industries LLC
2. Proposed permittee's signing official's name: Ted Habets
3. Proposed permittee's title: manager
4. Mailing Address: 4621 Marracco Drive
City: Hope Mills
State: NC Zip: 28348
Phone: ( 910 ) 423-4122 —Fax:( 910) 423-4125
5. New Project Name to be placed on permit: 16An4
Please check the appropriate box. The proposed permittee listed above is:
❑ HOA or POA (Attach documentation showing that the HOA or POA owns, controls, or has a
recorded easement for all areas that contain stormwater system features. Print name of HOA or
POA in #1 above and provide name of HOA/POA's authorized representative in #2 above)
❑ The property owner
❑ Lessee (Attach a copy of the lease agreement and complete Property Owner Information on
page 4)
© Purchaser (Attach a copy of the pending sales agreement. Final approval of this transfer will be
granted upon receipt of a copy of the recorded deed)
❑ Developer (Complete Property Owner Information on page 4)
SSW N/O Change Rev24Sept2012 Page 1 of 4

III. REQUIRED ITEMS
A request to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all
of the applicable required items listed below are included with the submittal. Failure to provide the
listed items may result in processing delays or denial of the transfer.
1. This completed and sinned form. This.rertifiraatiorrmiiat`'ha'rmm�lata7i°anrl"sinnarf by hnfh"ttia
2. Legal documentation of the property transfer to a new owner.
3. A copy of any recorded deed restrictions, covenants, or easements, if required by the permit.
4. The designer's certification (DWQ Engineer and Designer Certification Forms are available from
each DWQ Regional office), if required by the permit and if not already submitted to DWQ.
5. If the proposed permittee is a firm, partnership, association, institution, corporation, limited liability
company, or other corporate entity, provide documentation showing the authority of the named
representative to act on behalf of the proposed permittee.
6. The $40.00 processing fee. If this is an initial transfer from the original permittee the processing
fee is not required. Subsequent ownership transfers will require the $40.00 processing fee.
IV. CURRENT PERMITTEE'S CERTIFICATION
Please check one of the following statements and fill out the certification below that statement:
❑ Check here if the current permittee is only changing his/her/its name, the project name, or mailing
address, but will retain the permit. I, , the current
permittee, hereby notify the DWQ that I am changing my name and/or I am changing my mailing
address and/or I am changing the name of the permitted project. I further attest that this application
for a name/ownership change is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed or if all required supporting information
and attachments listed above are not included, this application package will be returned as
incomplete.
® Check here if current permittee is transferring the property to a new owner and will not retain
ownership of, the permit.
I, S`i /jYA, r �A A the current permittee, am submitting this application
for a transf r of ownership for permit # SW6080s 02 . I hereby notify DWQ of the sale or
other legal transfer of the stormwater system associated with this permit. I have provided a copy of
the most recent permit, the designer's certification for each BMP, any recorded deed restrictions,
covenants, or easements, the DWQ approved plans and/or approved as -built plans, the approved
operation and maintenance agreement, past maintenance records, and the most recent DWQ
stormwater inspection report to the proposed permittee named in Sections 11 and V of this form.
further attest that this application for a name/ownership change is accurate and complete to the best
of my knowledge. I understand that if all required parts of this application are not completed or if all
required supporting information and attachments listed above are not included, this application
package will be returned as incomplete. I assign all rights and obligations as permittee to the
proposed permittee named in Sections II and V of this form. I understand that this transfer of
ownership cannot be approved by the DWQ unless and until the facility is in compliance with the
permit.
Signature:A) ✓�f/
onnC, T LC_ z
V//
Notary Public for the State of
N0ri -\ �U,ro�iY)C,. County of L-Qvtol r , do hereby certify that
Q U_ personally appeared before me this the
S� day of AP20VL, and acknowledge tiv 0biAc;cW 1jpn of the
fo rgoisrtrum �t. fitness my, hand and official seal,
'Not ry Signature
SSW N/O Change Rev24Sept2012
�&04al)
'°U �G 2; U!
. � B U
20 y
Page 2 of 4 "'011 n "`

V. PROPOSED PERMITTEE CERTIFICATION: (This section must be completed by the
Proposed Permittee for all transfers of ownership)
1, Ted Habets , hereby notify the DWQ that I have acquired
through sale, lease or legal transfer, the responsibility for operating and maintaining the permitted
stormwater management system, and, if applicable, constructing the permitted system. I
acknowledge and attest that I have received a copy of: (check all that apply to this permit)
® the most recent permit
❑ the designer's certification for each BMP
❑ any recorded deed restrictions, covenants, or easements
® the DWQ approved plans and/or approved as -built plans
® the approved operation and maintenance agreement
epast maintenance records from the previous permittee (where required)
DWQ stormwater inspection report showing compliance within 90 days prior to this transfer
I have reviewed the permit, approved plans and other documents listed above, and I will comply with
the terms and conditions of the permit and approved plans. I acknowledge and agree that I will
operate and maintain the system pursuant to the requirements listed in the permit and in the
operation and maintenance agreement. I further attest that this application for a name/ownership
change is accurate and complete to the best of my knowledge. I understand that if all required parts
of this application are not completed or if all required supporting information and attachments listed
above are not included, this application package will be returned as incomplete.
Signature: Date: - C�
CS , a Notary Public for the State of
County of
% rq day of
do hereby certify that
personally appeared before me this the
20L, and acknowledge the due execution of the
f going instrument. Witness my hand and official seal,
Notary Signature
(Notary Seal)
Additional copies of the original permit and the approved Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality.
This completed form, including all supporting documents and processing fee (if required), should be
sent to the appropriate Regional Office of the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, as shown on the attached map.
Please note that if the Proposed Permittee listed above is not the property owner, the property owner
must complete and sign page 4 of this document. Both the lessee / developer and the property
owner will appear on the permit as permittees.
SSW N/O Change Rev24Sept2012 Page 3 of 4

VI. PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections II and V of this form is not the Property Owner, the
Property Owner must provide his/her Contact Information below and sign this form:
Printed Name: Michael Durham
Organization
Waste Industries LLC
Title within the Organization: vice President
Street Address: 3301 Benson Drive Suite 601
City: Raleigh State: NC
Zip:
Mailing Address:
(if different from street address)
City: State: Zip:
Phone: [phone]
Email: [e-mail]
Fax: [phone]
27609
I certify that I own the property identified in this permit transfer document and have given permission
to the Proposed Permittee listed in Sections II and V to develop and/or, lease the property. A copy
of the lease agreement or other contract, which indicates the party responsible for the construction
and/or operation and maintenance of the stormwater system, has been provided with the submittal.
As the legal property owner 1 acknowledge, understand, and agree by my signature below, that I will
appear as a permittee along with the lessee/developer and I will therefore share responsibility for
compliance with the DWO Stormwater permit. As the property owner, it is my responsibility to notify
DWQ by submitting a completed Name/Ownership Change Form within 30 days of procuring a
developer, lessee or purchaser for the property. I understand that failure to operate and maintain the
stormwater treatment facility in accordance with the permit is a violation of NC General Statute
(NCGS) 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 of the property owner. -/�4 Date:
I, �yn�Gi r c� O. Spe✓f e� /. / a Notary Public for the State of
�t Fh l a(O If v) w County ofyVa%Ce do hereby certify that
personally appeared before me this the
day of /1 6g-e.1) , 20y , and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
�Vlb, . �r�- Y/(Notary Seal)
Notary Signature r
SSW N/O Change Rev24Sept2012 Page 4 of 4

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This forne may be photocopied for use as an original
1. GENERAL INFORMATION
1 Applicants name (specify the name of the corporation, individual, etc. who owns the project):
AI Hill Properties LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
At HillZManaizing partner
3. Mailing Address for person listed in item 2 above:
City:Deep Run �—
Phone: 252 ) 527-5040
U__,
State:N.C. �-
---�_ Zip:28525
Fax: 252 ) 523-0651
4, Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
City:Stedman
County:Cumberland
6. Directions to project (from nearest major intersection):
n.,.:._ -_ , -
7. Latitude:35.008 0
Longitude:78.6867 0
8. Contact person who can answer questions about the project: of project
Name:Glerm Tew
Email:'ordantew©embarumail Telephone Number: (910 1 892 - 5159
II. PERMIT INFORMATION:
Form SWU-101 Version 8.07
Page 1 of 4

4
1. Specify whether project is (check one): ®New
❑Renewal ❑Modification
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit numberN/A
and its issue date (if known)__
3. Specify the type of project (check one):
❑Low Density ®High Density [:]Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks):
❑CAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
m (one to two pages) describing stormwater management for the project.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Site Area: 4.66 �
acre 4. Total Wetlands Area:, 0, 3X
5. 100' Wide Strip of Wetland Area:_acre
acres
rot opplic ble if no wetlands exist on site)
6. Total Project Area**:4.66
acres 7. Project Built Upon Area:73
8. How many drainage areas does the project have?1 /�
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for
each area provided in the same format as below.
Basin.Infoimation ', ;;,"
Receiving Stream Name
,Drainage Area l-„ Drairiag'eArea 2
Sandy Creek
Stream Class & Index No.
QSW 18-68-12-6
Drainage Area (so
141,971
Existing Impervious* Area (so
0
Proposed Impervious*Area (so
103,610
% Impervious* Area (total)
73
Impervious*.Surface Area,;", '. ,' .;
On -site Buildings (st)
Drainage Area T Drainage,Area 2 `.
On -site Streets (so
0
0
On -site Parking (so
103,610
On -site Sidewalks (so
0
Other on -site (so
0
Off -site (so
0
Form SWU-101 Version 8.07
Page 2 of 4

Total (so:
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidecvalks, gravel areas, etc.
**Total project area shall be calculated based oil the current policy regarding inclusion of wetlands in the built upon area
percentage calculation.
10. How was the off -site impervious area listed above derived? /VA
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot must be provided as an attachment.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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 State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Focal SWU-]oI Version8.07
Page 3 of 4

(. 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. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at h1to://h2o enr state nc us/cu/msi maps hlm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 ($4,000 for Express) payable to NCDENR
Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soil report
• Three copies of plans and specifications (sealed, signed & dated), including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm):Johnny Glenn Tew
Mailing Address:P.O.Box 249
City:
Phone: (910 ) 892 - 5159
Email:[e-mail]
VIII. APPLICANT'S CERTIFICATION
State:N.C. Zip:28335
Fax: (910 ) 892 -1893
11 (print or type nan+e of person listed is General la formation, itetu 2) AI Hill
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.
Signature:i Date: b 7
Form S Wu- 101 Version 8.07 Page 4 of 4

1'{Lg (g LSU\lq[D Permit No. 5w O$05'_0
iqt uWWU (to be provided by DYW)
JUL 0 2 2008 2Cy\NArf99
y-
NCDENR w;�"„Rs ass"TE SAL
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 (Pad III) must be printed, filled out and submitted along with all of the required information.
Project name
Contact person
Phone number
Date
Drainage area number
II. DESIGN!INFORMATIONE �%'f.i V:"', %:x rK .� R' e, 7 Eiji, i 7sk
Site Characteristics
Drainage area „-`141 i971.00 x ry=
Impervious area r=1 ,' 103,610.00 ,�°`, fit'
%impervious 72.98 %
Design rainfall depth =„q?t100 '; in
Storage Volume: Non -SR Waters
Minimum volume required
"-8136500 `g`.ry'
Volume provided
Storage Volume: SR Waters "
. -
1-yr, 24-hr runoff depth
P,11 �s 5'')n
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
�"' ,r: „ rat.Y..ft'
Minimum volume required
ft3
Volume provided
!.s a`:T;ft'
Peak Flow Calculations
1-yr, 24-hr rainfall depth
;ry 0.43,V4= In _
Rational C, pre -development
e%-::0.20 r' : ?S (unitless)
Rational C, post -development
r a`a0 57 "'F'I=(unitless)
Rainfall intensity: 1-yr, 24-hr storm
ft�U' 517+.( :_ inthr
Pre -development 1-yr, 24-hr peak flow
ft'/sec
Post -development 1-yr, 24-hr peak flow
9.61 i1ft'/sec
Pre/Post 1-yr, 24-hr peak flow control
6.24 ft'/sec
Basin Elevations
Basin bottom elevation
9 ,r10900 a'tsft
Sediment cleanout elevation
Ea M-;110.00# mft
Bottom of shelf elevation
R .y1A5 00 i syz� ft
Permanent pool elevation
b;-115.50; r ry
SHWT elevation
a";',11600� A ;If
Top of shelf elevation
€+=116.00�rh:r.ry
Temporary pool elevation
",116 08x �';: h
Forth SW401-Wet Detention Basin-Rev.4 Parts I. d II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DV�)
IIrDESIGN,INFOR MAT ION E*+
Volume and Surface Area Calculations
SA/DAratio
;'s�:2.92';^;`i(unilless)
Surface area at the bottom of shelf
- '.-10,618.00-.-fh
-
Volume at the bottom of shelf
.34,694:13- _1' ft'
Permanent pool, surface area required
' ,-,4;146.0 *., fh
Permanent pool, surface area provided*.'I,12,662.00'i=«
fe
OK
Permanent pool volume
,:: 40,514.30-'t ft'
'
Average depth for SAIDA tables
3.20 ft
OK
Surface area at the top of shelf
r'-' 15,724.00' s' ft'
Volume at the top of shelf
I, 47,610.80 -t„ft'
Forebay volume
I'.;; 7;659.28'.' ft3
Forebay % of permanent pool volume
18.91 %
OK
Temporary pool, surface area provided
t,-,b:15,851.00,-,,-` (h
Drawdown Calculations
Treatment volume drawdown time
2.07..-: _',-,'' days
OK
Treatment volume discharge rate
fi-T'^",0.05—'t:`(hls
'
Pre -development 1 -yr, 24-hr discharge
,"3:3T.'?—,n4•ft3/s
OK
Post -development 1 -yr, 24-hr discharge
{;`�sl'_0.35""' Gft'/s
OK
Additional Information
Diameter of orifice
:3 ``in
Design TSS removal
Basin side slopes`"'43.00:"'l;ri:1
-
OK
Vegetated shelf slope
'<,z ".10.00".s:'w. a
OK
Vegetated shelf width
K* 10.0011 :%eft
OK
Length of flowpath to width ratio -
'sSa,F'� 3.60 `4v,1 ,:1
OK
Length to width ratio
ttS;'.-'1i92(r-'4A.-1:1
OK
Trash rack for overflow & orifice?
�;:M;- ;<,Y,;i;::r'»; i (Y or N)
OK
Freeboard provided
=M''�j`Y.42 "�4: t'nft
OK
Vegetated filter provided?
or N)
OK
Recorded drainage easement provided?
' `r^,Y ;`; (Y or N)
OK .'
Capures all runoff at ultimate build -out?
•,:".`(Y or N)
OK
Drain mechanism for maintenance or emergencies
t : Y "'Basin is to be pumped out when needed for'msintenance
Form SW401-Wet Detention Basin-Rev.4 Parts I. & It. Design Summary, Page 2 o1F2

Permit No.
(to be provided by DWQ)
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.
1 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.
t2&101 &102 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.
2 3. Section view of the dry detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
Pretreatment and treatment areas, and
v - Inlet and outlet structures.
Qf 1 4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
f on the plans prior to use as a wet detention basin.
calculations 5. A table of elevations, areas, incremental volumes &. accumulated volumes for overall pond and for forebay,
to verity volume provided.
Ultc 1 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
I attached 7. The supporting calculations.
previously 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
�V 1 9. A copy of the deed restrictions (if required).
r�r�/llll� f} attached 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
�Jj soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.4 Part III. Required Items Checklist, Page 1 of 1

NCDENR
g u VV Lg
JUL 0 2 2008
I )ENR -
Wetlands fi4thaaanAGEMENT PERMIT APPLICATION Mnr)"
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WO RKS H E ET)!
Project name
Contact name
Phone number
Date
Drainage area number
Receiving Flow From a BMP
Type of BMP
Drawdown flow from the BMP
For Level Spreaders Receiving Flow from the Drainage Area
Do not complete Has section of the worksheet.
Drainage area
ft2
Do not complete this SOcum of the worksheet.
Impervious surface areaIflz
Do not compete this section of the worksheet.
Percent impervious
%
Do not complete this section of the worksheet.
Rational C coefficient
Do not complete this section of the worksheet.
Peak flow from the I inthr storm
cis
Do not compete this section of the worksheet.
Time of concentration
:;min
Rainfall intensity, I 0-yr storm
n/hr
Do not compete this section of theworksheet.
Peak flow from the I O-yf Storm
CIS
Do not complete this section of the worksheet.
Where Does the Level Spreader Discharge?
To a grassed bionetention cell?
To a mulched bioretention cell?
(Y or N)
To a wetland?
N (Y or N)
To a filter strip or riparian buffer?
Y (Y Or N)
Please compete filter smic characterization below.
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
Width of dense ground cover
30.00 it
Width of wooded vegetation
00 0, -"It
Total width
30.00', it
Total width not computed correctly, check addition.
Elevation at downslope base of level lip
Elevation at top of bank of the receiving water
:4, '11433,­,.,"L fimsl
Slope (from level lip to to top of bank)
2.23 %
OK
Are any draws present?
N: (Y or N)
OK
Level Spreader Design
Forebay surface area
,'Sq ft
No forebay is needed.
Feet of level lip needed per cis
26 fvcfs
Answer'Y" to one of the following:
Length based on the I in/hr storm?
(Y or N)
Length based on the 10-yr storm?
W,L-LL:"",,'(Y or N)
Length based on the BMP discharge fate?
Y (Y or N)
Design flow
J, 0.351-L.Icts
Is a bypass device provided?
Y"'a (Y or N)
OK
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev,5 Parts I. and 11. Design Summary, page 1 of 2

Length of the level lip
Are level spreaders in series?
15.60 ,.., fl
r N r,(Y or N)
RVALUEI
Bypass Channel Design (If applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
y
Peak velocity in the channel during the 10-yr storm
Channel lining material
N').'.; (Y or N)
:.'.:Y<, (YorN)
3.00ff
.: 27.00..- it
30.00.�,:._; it
o.50'. it
`.!... 14.72:"i: cfs
Form SW401-Level Spreader, Filter Strip, Restored Riparian BufierAev,S Parts I. and II. Design Summary, page 2 of 2

;41
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.
Page/ Plan
Initials Sheet No.
1 1. Plans (- largerof the entire site showing:
-Designn ultimate
at ultimm ate 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
I �(y - Boundaries of drainage easement.
2 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.
2 3. Section view of the level spreader (1" = 20' or larger) showing:
- Underdrain system (if applicable),
- Level lip,
- Upslope channel, and
I - Downslope filter fabric.
N/A 4. A date -stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
v(1 1 5. A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area is stabilized.
7 /I T attached 6. The supporting calculations.
T previously 7. A copy of the signed and notarized operation and maintenance (08M) agreement.
1 8. A copy of the deed restrictions (if required).
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer -Revs Part III, page 1 of 1

<;tjcoY-�-o 2-
Wet Detention Basin Inspection 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 Ej does not incorporate a vegetated filter at the outlet.
This system (check 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 inspection 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.
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
e-time fertilizer application.
aVegettationffistooshort or too
tMFaintainvegetation at a height of
approximatelysix inches.

BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
swale
The pipe is clogged.
Unclog the pipe. Dispose of the
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
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.

-5WGUgoso`
BMP. element:
The embankment
Potentialproblem:
Shrubs have started to grow
on the embankment.
How I will remediate the problem:
Remove shrubs immediately.
Evidence of muskrat or
beaver activity is present.
Use traps to remove muskrats and
consult a professional to remove
beavers.
A tree has started to grow on
the embankment.
Consult a dam safety specialist to
remove the tree.
An annual inspection by an
appropriate professional
Make all needed repairs.
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The receiving water
The outlet device is dama ed
Erosion or other signs of
damage have occurred at the
outlet.
Repair or re lace the outlet device.
Contact the local NC Division of
Water Quality Regional Office, or
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 110.0 feet in the main pond, the
sediment shall be removed.
�r t�Jj� �'��N-ve
When the permanent pool depth reads ffl -00 eet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
07I1 in the blanks)
Sediment Removal . 111.0 Pe anen
------- -- Volume
Bottom Elevatio 110.0 -ft Min.
Sediment
Storage
Permanent Pool Elevation
Sediment Removal Elevation 110.0 Volur
-------------------------- *-----
Bottom Elevation 109.0 * l-ft M
FOREBAY MStorage
MAIN POND

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.
Print name:Al Hill
Title:Manaeine Partner
Address:P.O. Box 9, Deep Run, N.C. 28525
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�aa N a Notary Public for the State of
O CVA--\ �%na County of l kno � tZ do hereby certify that
AL �� personally appeared before me this
day of \ eluO $ , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
o�pA H. �a
NOTA6 u' '
sG•'��81.1�' ,U.
SEAL
My commission expires 7To,,,-a

Permit Number: St✓111090 j O Z
(to be provided by DWQ)
Drainage Area Number: i
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.
element:
entire filter strip
The flow splitter
(if applicable)
Trash/debris is present.
splitter device is
The flow splitter
damaged.
How I will remediate the
Remove the trash/debris.
Unclog the conveyance and dispose
of any sediment off -site.
is IMake any necessary repairs or
replace if damage is too large for
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 1 of 3

r
BMP element:
Potential problemi
How I will remediate theproblem;
The Swale and the level
lip
The swale is clogged with
sediment.
Remove the sediment and dispose
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
shows storm water has
that is higher than the level lip, and
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 a 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
damaged or ripap is rolling
downhill.
Study the site to see if a larger
bypass channel is needed (enlarge if
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).
a22roximately 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

v
Permit Number: S Wo O''fi5 O 7
(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:Onslow Container Service
BMP drainage area number: I
Print name:Al Hill
Title:Managine Partner
Address:P.O. Box 9 Deep River, N.C. 28525
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•^�so.r s� a Notary Public for the State of
(JCL 6. � & A ZVi rc County of �ui(l- do hereby certify that
14 1k�1� personally appeared before me this 30t�
day of , ;oc)R , and acknowledge the due execution of the
forgoing fllter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
0 n
SEAL
My commission expires p
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

Jordan - Tew & Associates, P.A. BAN 14 ZI
ENGINEERING, SURVEYING, MATERIALS TESTING & PLANNING
102 West Broad Street (Zip 28334) ®� fl //'Yi
Post Office Box 249 vN VH iissYY
Dunn, North Carolina 28335
Ronnie E. Jordan, P.L.S. Phony [phone]
Johnny Olenn Tew, P.E. Fax [phone]
LETTER OF TRANSIl4ITTAL
To: �Yeyil (e Reg76,0'4 Date: I l3 16
Company: T)rr0-1CN . I(/erI rr (. , o'" Location: .S4 clm ash
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5'��+&l 201111Na SUlte /^lI/ 4V _ ./ ^en+Aloe✓ SQ.YUIce
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We Transmit: W Herewith In Accordance With Your Requestt��
The Following : ❑ Drawings ❑ Preliminary ❑ Test Results . u Other
For Your: ❑ Approval ❑ Use ❑ Review & Comment URecord
Number of Sets or Copies
Date
Description
I l3 0
6 i
�eSi ers G�e
Remarks:
Transmitted By:
Copies To: yW Q Ge'ita ;:tries

01/13/2009 15:52 252-523-0651
ONSLOW CONTAINER SER
PAGE 06/14
State Stonnwater Permit
Permit No.SW6080502
Onslow Container Service
Stormwater Permit No. SW6080502
Cumberland County
Designer's Certification
I, TbNev Glebes w , as a duly registered n •n«r
in the State of North Carolina, having been authorized to observe periodical/ / weekly/
full time) the construction of the project,
Onslow Container Service
(Project)
for 61161 ow Con-f Wj ✓fer Service (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 l� P E•
Registration Number //f :Ed O
Date
SEAL
s001111ufpo
Ili CARON.,
0• EESS/p
+ E
°•° y BiENN �.•``
17,l310 9
Page 5 of 6

n1/17/zee`J 1b:b2 2b2-b23-bbbl ONSLOW CONTAINER SER PAGE 07/14
State Stormwater Permit
Permit No.SW6080502
Certification Requirements:
The drainage area to the system contains approximately the permitted
acreage.
The drainage area to the system contains no more than the permitted
amount of built -upon area.
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
All roof drains are located such that the runoff is directed into the system.
The outlet/bypass structure elevations are per the approved plan.
The outlet structure is located per the approved plans.
Trash rack is provided on the outlet/bypass structure.
All slopes are grassed with permanent vegetation.
Vegetated slopes are no steeper than 3:1.
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
The permitted amounts of surface area -and/or volume have been
provided.
Required drawdown devices are correctly sized per the approved plans.
All required design depths are provided.
All required parts of the system are provided, such as a vegetated shelf,
and a forebay_
The required system dimensions are provided per the approved plans.
Please submit this Designer's Certification to:
Fayetteville Regional Office
Division of Water Quality
225 Green Street
Systel Building Suite 714
Fayetteville, NC 28301-5094
Cc: DWQ Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
Page 6 of 6