SW7070217_CURRENT PERMIT_20141002

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW%O/9�(
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

F�}�g
u CDE R
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
October 2, 2014
Panera, LLC
Mr. Greg Johnsen, Project Manager
3630 S. Geyer Street
Sunset Hills, MO 63127-1234
Subject: Stormwater Permit No. SW7140805
Panera — Elizabeth City
High Density Subdivision Project
Pasquotank County
Dear Mr. Johnsen:
John E. Skvarla, III
Secretary
The Washington Regional Office received a complete Stormwater Management Permit
Application for the Panera development in Elizabeth City, on August 4, 2014. Staff review
of the plans and specifications has determined that the project, as proposed, will comply
with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding
Permit No. SW7140805, dated October 2, 2014, for the construction of the subject project.
This permit shall be effective from the date of issuance until October 2, 2022, shall replace
permit SW7070217 issued on March 8, 2007 to Rich, Rich & Phillips General Partnership
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, INC 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
PHM/sd: G:\LR\SWP\SD\Permits-wetpond\SW7140805
Division of Energy, Mineral, and Land Resources . Land Quality Section
Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889 • Phone: [phone] FAX: [phone]
Internet: htto*//poftal.ncdenr.org/web/lrfland-guality
An Equal Opportunity \ Affirmative Action Employer— 50% Recycled 110% Post Consumer Paper

cc: Kelly Holloman, PE, VHB Engineering NC, PC (Two Columbus Center, Suite
400, Virginia Beach, VA 23462)
Elizabeth City Building Inspections
Washington Regional Office
Rich, Rich & Phillips General Partnership,( c/o Thomas P. Nash, IV, Trimpi &
Nash, LLP (200 N. Water Street, Suite 2-A, Elizabeth City, NC 27909)

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
Panera, LLC
Panera - Elizabeth City
Pasquotank County
FOR THE
construction, operation and maintenance of a wet detention basin in compliance with the provisions of
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 (Division) and considered a part of
this permit.
This permit shall be effective from the date of issuance until October 2, 2022 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 1.6 on page 3 of this permit. The stormwater controls have been designed
to handle the runoff from 1.26 acres of impervious area for Panera Bread development, 2.07
acres of impervious area for Walgreens development (permitted under off -site stormwater
permit SW7070216), and 1.26 acres of impervious area for Chick-fil-A development (permitted
under off -site stormwater permit SW7101007), for a total of 4.59 acres of impervious area.
The off-site/future development is required to submit an Off -site Stormwater Permit application
and receive a State Stormwater Permit prior to development.
Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit. The runoff from all built -upon area within the permitted
drainage areas of this project must be directed into the permitted stormwater control system.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and
per approved plans.
Page 2 of 7

5. All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements. The final plats for the project will be recorded showing all such
required easements, in accordance with the approved plans.
6. The following design elements have been permitted for this wet detention stormwater facility,
and must be provided in the system at all times.
a. Drainage Area, acres:
6.93
b. Total Impervious Surfaces, ac:
4.59
Panera Bread, ac:
1.26
Walgreens - Offsite, ac:
2.07 (SW7070216)
Chick-fil-A, ac:
1.26 (SW7101007)
c. Pond Depth, feet:
4.10
d. TSS removal efficiency:
90%
e. Design Storm:
1"
f. Permanent Pool Elevation, FMSL:
7.10
g. Permitted Surface Area @PP, ftz:
24,168
h. Storage Elevation, FMSL:
7.75
i. Permitted Storage Volume, ft3:
17,866
j. Controlling Orifice:
1.50" 0 pipe
k. Receiving Stream / River Basin:
UT to Knobbs Creek / Pasquotank
I. Stream Index Number:
30 — 3 — 8
m. Classification of Water Body:
"C; Sw"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at optimum efficiency. The 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 revegetation 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.
Pape 3 of 7

4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DEMLR. 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 data.
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
condition 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
minimum requirements. The permittee shall provide copies of revised plans and certification in
writing to the Director that the changes have been made.
13. This permit shall be effective from the date of issuance until October 2, 2022. 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.
14. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such as
swales) shown on the approved plans as part of the stormwater management system without
submitting a revision to the permit and receiving approval from the Division.
15. The permittee is responsible for verifying that the proposed built -upon area for the entire lot,
including driveways and sidewalks, does not exceed the allowable built -upon area. Once the
lot transfer is complete, the built -upon area may not be revised without approval from the
Division, and responsibility for meeting the built -upon area limit is transferred to the individual
property owner.
Page 4 of 7

16. Prior to transfer of the permit, the stormwater facilities will be inspected by DEMLR personnel.
The facility must be in compliance with all permit conditions. Any items not in compliance must
be repaired or replaced to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
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, 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, in accordance with North Carolina General
Statute 143-215.6A to 143-215.6C.
3. 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 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. 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.
9. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
Permit issued this the 2nd day of October, 2014.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Division of Energy, Mineral, and Land Resources
By Authority of the Environmental Management Commission
Permit No. SW7140805
Pane .-ri of 7

Panera — Elizabeth City
Stormwater Permit No. SW7140805
Pasauotank 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: Washington Regional Office
Elizabeth City Building Inspections
Paae 7 of 7

��F V`%A TE90 Michael F. Easley, Governor
William G. Ross Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
Alen W. Klimek, P.E. Director
Division of Water Quality
March 8, 2007
Mr. Charles M. Phillips, General Partner
Rich, Rich, & Phillips, General Partnership
1468 Carolina Avenue
Washington, NC 27889
Subject: Stormwater Permit No. SW7070217
Proposed Walgreens 8r Future Business Sites
High Density Subdivision Project
Pasquotank County
Dear Mr. Phillips:
The.Washington Regional Office received a complete Stormwater Management Permit
Application for the Proposed Walgreens & Future Business Sites on February 23, 2007. Staff
review of the plans and specifications has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW7070217, dated March 8, 2007, for the construction of the subject
project.
This permit shall be effective from the date of issuance until March 8, 2017, 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, P.O. Drawer 27447, Raleigh, NC 27611-7447. 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 Scott Vinson, or me at [phone].
Sincerely,
A—
L-
AI HodgeQ'
r_
Regional Supervisor
Surface Water Protection Section
AH/sav: C::\STORMWATER\PERMIT\SW7070217
cc: t/H. Cliff Harris, PE
Elizabeth City Building Inspections
Washington Regional Office
Central Files
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internal: www.ncwateroualirv.ore 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
Wor` Carolina
llC11//f
An Equal OpportunitylAffrmafive Action Employer— 50% Recycled110°/ Post Consumer Paper

State Stormwater Management Systems
Permit No. SW7070217
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
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
Rich, Rich, & Phillips, General Partnership
Proposed Walgreens & Future Business Sites, Elizabeth City, NC
Pasquotank County
FOR THE
construction, operation and maintenance of a wet detention basin in compliance with the provisions of
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 Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until March 8, 2017 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 1.6 on page 3 of this permit. The stormwater controls have been designed
to handle the runoff from 4.59 acres of impervious area. The off-site/future development is
required to submit an Off -site Stormwater Permit application and receive a State Stormwater
Permit prior to development.
3. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit. The runoff from all built -upon area within the permitted
drainage areas of this project must be directed into the permitted stormwater control system.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and
per approved plans.
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.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW7070217
6. The following design elements have been permitted for this wet detention stormwater facility,
and must be provided in the system at all times.
a. Drainage Area, acres:
6.93
b. Total Impervious Surfaces, ac:
4.59
Walgreens - Offsite, ac:
2.07
3 Future Business Sites, ac:
2.52
c. Pond Depth, feet:
4.10
d. TSS removal efficiency:
90%
e. Design Storm:
1"
f. Permanent Pool Elevation, FMSL:
7.10
Permitted Surface'Area @PP, ft2:'
24,168
h. Storage Elevation, FMSL:
7.75
i. Permitted Storage Volume, ft3:
17,866
j. Controlling Orifice:
1.50" 0 pipe
k. Receiving Stream / River Basin:
UT to Knobbs Creek / Pasquotank
I. Stream Index Number:
m. Classification of Water Body:
"C; Sw"
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at optimum efficiency. The 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. Mowin.9 and revegetation 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 DWQ. The records will indicate the date, activity, name of person
performing the work and what actions were taken.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW7070217
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 data.
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 inaccordance 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
condition 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
minimum requirements. The permittee shall provide copies of revised plans and certification in
writing to the Director that the changes have been made.
13. This permit shall be effective from the date of issuance until March 8, 2017. 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.
14. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such as
swales) shown on the approved plans as part of the stormwater management system without
submitting a revision to the permit and receiving approval from the Division.
15. The permittee is responsible for verifying that the proposed built -upon area for the entire lot,
including driveways and sidewalks,'does not exceed the allowable built -upon area. Once the
lot transfer is complete, the built -upon area may not be revised without approval from the
Division of Water Quality, and responsibility for meeting the built -upon area limit is transferred
to the individual property owner.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW7070217
16. If an Architectural Review Board or Committee is required to review plans for compliance with
the BUA limit, the plans reviewed must include all proposed built -upon area. Any approvals
given by the Board do not relieve the homeowner of the responsibility to maintain compliance
with the permitted BUA limit.
17. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW7070217, as issued by the Division of Water Quality under
15A NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
c. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the State of North Carolina, Division of. Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take place without the
concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot is 2.07acres for the Walgreens Site and 2.52
acres for the three future business sites. This allotted amount includes any built -upon
area constructed within the lot property boundaries, and that portion of the right-of-way
between the front lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking
areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
g.. All runoff on the lot must drain into the permitted system. This may be accomplished
through providing roof drain gutters, which drain to the street, grading the lot to drain
toward the street, or grading perimeter swales and directing them into the pond or street.
Lots that will naturally drain into the system are not required to provide these measures.
h. Built -upon area in excess of the permitted amount will require a permit modification.
i. Each lot within the subdivision must submit a separate Offsite Stormwater Management
Permit application package to the Division of Water Quality and receive an Off -Site State
Stormwater permit prior to any construction on the lot.
18. A copy of the recorded deed restrictions must be submitted to the Division within 30
days of the date of recording the plat, and prior to selling lots. The recorded copy must
contain all of the statements above, the signature of the Permittee, the deed book
number and page, and the stamp/signature of the Register of Deeds.
19. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ personnel.
The facility must be in compliance with all permit conditions. Any items not in compliance must
be repaired or replaced to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW7070217
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 Water Quality, 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 Water Quality, in accordance with North
Carolina General Statute 143-215.6A to 143-215.6C.
3. 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 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. 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.
9. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
Permit issued this the 8th day of March, 2007.
TH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
raun
Division of Water Quality
By Authority of the Environmental Management Commission
Permit No. SW7070217
Page 6 of 8

State Stormwater Management Systems
Permit No. SW7070217
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'4f6t'tne ruridff drains
to the system.
✓4. All roof drains are located such that the runoff is directed''into the system.
✓5. The outlet/bypass'struciure elevations'a�e per the'approved p' lan
✓6. The outlet structure is located per the approved plans.
✓/. Trash rack is provided on the outlet/bypa`ss.§tructure:
�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.
--'l 5. The required system dimensions are provided per the approved.plans.
cc: NCDENR-DWQ.RegionalOffice
Elizabeth City Building Inspections
Page 8 of 8

State Stormwater Management Systems
Permit No. SW7070217
Proposed Walgreens & Future Business Sites, Elizabeth City, NC
Stormwater Permit No. SW7070217
Pasquotank Countv
Designer's Certification
I, H.0 • HRtS, Jsz • as a duly registered En/41n/IE,05R in the State of
North Carolina, having been authorized to observe periodically eekly/ full time) the construction'of
the project,
/aRoPo5c1J �9Li/ZcF�/S �i/1t/iCt C�r/S�Jc�S 5�z'EtiS E141043Erhl CO-,I,AG
r
(Project)
JW,v
for Gnu &ell i B�[i� 4W• ��u (Project Owner) hereby state that, to the best of my
abilities, ue 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 C 7
Registration Number ,ZB S�
Date
Page 7 of 8

W^A TIC
Michael F. Easley, Governor
- - -
William G. Ross Jr., Secretary
quWl� gyp/V`\I r
North Carolina Department of Environment and Natural Resources
.�
Alan W. Klimek P.E. Director
Division of Water Quality
March 8, 2007
Mr. Charles M. Phillips, General Partner -Per m t f /Zes c:n'L4
Rich, Rich, & Phillips, General Partnership
1468 Carolina Avenue Cse� T�rrvt �- SW %�/f(7G�gS
Washington, NC 27889 - at�L�'ed->
Subject: Stormwater Permit No. SW7070217
Proposed Walgreens & Future Business Sites .
High Density Subdivision Project
Pasquotank County
Dear Mr. Phillips:
The Washington Regional Office received a complete Stormwater Management Permit
Application for the Proposed Walgreens & Future Business Sites on February 23, 2007. Staff
review of the plans and specifications has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW7070217, dated March 8, 2007, for the construction of the subject
project.
This permit shall be effective from the date of issuance until March 8, 2017, 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, P.O. Drawer 27447, Raleigh, NC 27611-7447. 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.Scott Vinson, or me at [phone].
Sincerely,
A. L- I -—
AI Hodgt 7e
Regional Supervisor
Surface Water Protection Section
AH/sav: C:\STORMWATER\PERMIT\SW7070217
cc: H. Cliff Harris, PE
Elizabeth City Building Inspections
✓Washington Regional Office
Central Files
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: www.ncwateraualiryora 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal Opportunity/Affrma6ve Action Employer- 50% Recycled/10% Post Consumer Paper
Nro'r`hCarolina
J�atura!!�

State Stormwater Management Systems
Permit No. SW7070217
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
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
Rich, Rich, & Phillips, General Partnership
Proposed Walgreens & Future Business Sites, Elizabeth City, NC
Pasquotank County
FOR THE
construction, operation and maintenance of a wet detention basin in compliance with the provisions of
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 Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until March 8, 2017 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 on page 3 of this permit. The stormwater controls have been designed
to handle the runoff from 4.59 acres of impervious area. The off-site/future development is
required to submit an Off -site Stormwater Permit application and receive a State Stormwater
Permit prior to development.
3. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit. The runoff from all built -upon area within the permitted
drainage areas of this project must be directed into the permitted stormwater control system.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and
per approved plans.
5. All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements. The final plats for the project will be recorded showing all such
required easements, in accordance with the approved plans.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW7070217
6. The following design elements have been permitted for this wet detention stormwater facility
and must be provided in the system at all times.
a. Drainage Area, acres: 6.93
b. Total Impervious Surfaces, ac: 4.59
Walgreens - Offsite, ac: 2.07.
3 Future Business Sites, ac: 2.52
C. Pond Depth, feet: 4.10
d. TSS removal efficiency: 90%
e. Design Storm: 1"
f. Permanent Pool Elevation, FMSL: 7.10
g. Permitted Surface Area @PP, ftZ: 24,168
h. Storage Elevation, FMSL: 7.75
i. Permitted Storage Volume, ft3: 17,866
I. Controlling Orifice: 1.50" 0 pipe
k. Receiving Stream / River Basin: UT to Knobbs Creek / Pasquotank
I. Stream Index Number: 30 — 3 — 8
m. Classification of Water Body: "C; Sw"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at optimum efficiency. The 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. Mowin,9 and revegetation 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 DWQ. The records will indicate the date, activity, name of person
performing the work and what actions were taken.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW7070217
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 data.
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
condition 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
minimum requirements. The permittee shall provide copies of revised plans and certification in
writing.to the Director that the changes have been made.
13. This permit shall be effective from the date of issuance until March 8, 2017. 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.
14. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such as
swales) shown on the approved plans as part of the stormwater management system without
submitting a revision to the permit and receiving approval from the Division.
15. The permittee is responsible for verifying that the proposed built -upon area for the entire lot,
including driveways and sidewalks, does not exceed the allowable built -upon area. Once the
lot transfer is complete, the built -upon area may not be revised without approval from the
Division of Water Quality, and responsibility for meeting the built -upon area limit is transferred
to the individual property owner.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW7070217
16. If an Architectural Review Board or Committee is required to review plans for compliance with
the BUA limit, the plans reviewed must include all proposed built -upon area. Any approvals
given by the Board do not relieve the homeowner of the responsibility to maintain compliance
with the permitted BUA limit.
17. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance. with State Stormwater
Management Permit Number SW7070217, as issued by the Division of Water Quality under
15A NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
c. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the State of North Carolina, Division of. Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take place without the
concurrence of the Division of Water Quality.
The maximum built -upon area per lot is 2.07acres for the Walgreens Site and 2.52
acres for the three future business sites. This allotted amount includes any built -upon
area constructed within the lot property boundaries, and that portion of the right-of-way
between the front lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking
areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
g. All runoff on the lot must drain into the permitted system. This may be. accomplished
through providing roof drain gutters, which drain to the street, grading the lot to drain
toward the street, or grading perimeter swales and directing them into the pond or street.
Lots that will naturally drain into the system are not required to provide these measures.
h. Built -upon area in excess of the permitted amount will require a permit modification.
i. Each lot within the subdivision must submit a separate Offsite Stormwater Management
Permit application package to the Division of Water Quality and receive an Off -Site State
Stormwater permit prior to any construction on the lot.
18. A copy of the recorded deed restrictions must be submitted to the Division within 30
days of the date of recording the plat, and prior to selling lots. The recorded copy must
contain all of the statements above, the signature of the Permittee, the deed book
number and page, and the stamp/signature of the Register of Deeds.
19. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ personnel.
The facility must be in compliance with all permit conditions. Any items not in compliance must
be repaired or replaced to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW7070217
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 Water Quality, 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 Water Quality, in accordance with North
Carolina General Statute 143-215.6A to 143-215.6C.
3. 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 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. 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.
9. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
Permit issued this the 8`h day of March, 2007.
CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
©s3� l _ for
Alan W. KI mek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit No. SW7070217
Page 6 of 8

State Stormwater Management Systems
Permit No. SW7070217
Proposed Walgreens & Future Business Sites, Elizabeth City, NC
Stormwater Permit No. SW7070217
Pasquotank 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 7 of 8

State Stormwater Management Systems
Permit No. SW7070217
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-DWQ Regional Office
Elizabeth City Building Inspections
Page 8 of 8

MCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor IDirector
December 20, 2010
Mr. Scott Thigpen, Development Manager
Chick-fil-A, Inc.
5200 Buffington Rd.
Atlanta, GA 30349
Subject: Stormwater Permit No. SW7101007
�CFifc'fil�i4
Project Served by an Off -Site System
Which is Permitted under SW7070217
Pasquotank;County
Dear Mr. Thigpen:
Dee Freeman
Secretary
This permit shall be effective from the date of issuance until rescinded and shallbe subject to the
conditions and limitations as specified therein. .
If any parts, requirements, or limitations contained in this are unacceptable, you have the
right to request an:adiudicatory 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 Mministrative Hearings,
P.O. Drawer 27447, Raleigh, NC 27611-7447. 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
either Scott Vinson or me at [phone].
AH/sv: K:\SAV\STORMWATER\PERMIT\SW7101007
cc: Gregory Dodd PE — Horton and Dodd, PC
Cliffff HHarris, P�
Rich,. Rich & Phillips, General Partnership — SW7070217
Elizabeth pity Building Inspections
Washington Regional Office
North Carolina Division of Water Quality Internet:w .mcyalerqualily.org
943 Washington Square Mal Phone: [phone] FAX: [phone]
Washington, NC 27889 FAX: [phone]
An Equal Opportunty! Alfrma&e Action Employer
Section
NorthlCuolina
,%iatmrallij

State- Stormwater Management Systems
Permit Number SW7101007
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
SERVED BY AN OFF -SITE STORMWATER CONTROL.
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
Chick-fil-A, Inc.
Chick-fil-A — Elizabeth City, NC
.Pasquotank County
FOR THE
uction of impervious,areas with runoff to be treated in
, in compliance with the provisions of 15A NCAC 2H .
waterrules') and the approved stormwater managerr
rting data as attached and on file. with and approved t
ered apart of this permit. The stormwater runoff from
ion basin operated and maintained by Rich, Rich, & F
and conditions set forth in Permit No: SW7070217 is:
permitted stormwater
�reafter referred to as the
>.and specifications and other
iisionof Water Quality and
will be-routed'to a wet
eneral Partnership under.the-
ch S, 2007.
This permit shall be effective from the date of issuance until rescinded, 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. The runoff associated with. this project has been appproved tobe, discharged into a stormwater
managementtsystem permitted ,unde.r SW7070217,. as described. in Section 1.7 on page 3 of
this -permit.
3. The built -upon area allotted to this development by Stormwater Management Permit No.
SW7070217, is n'27Acees for all three future business sites. This one business project site
proposes;125,acres or 54,940 square feet of impervious area.
4. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
5. All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements. The final plats for the project will be -recorded showing all such
required easements, in accordance with the approved plans.
6. The runoff from the permitted built-uponarea must be directed into the permitted stormwater
system.
Page 2 of 6

State Stormwater Management Systems
Permit Number SW7101007
7. The following design criteria have been provided in the off -site constructed wet detention
system
and must be maintained at.design conditions:
a.
Project Name:
Proposed Walgreens & Future Business
Sites, Elizabeth City, NC
b.
Permit Number:
SW7070217
C.
Location:
Pasquotank County
d.
Applicant:
Rich, Rich, & Phillips, General Partnership
Attn: Charles M. Phillips, General Partner
Mailing Address:
1468 Carolina. Avenue
Washington, NC 27889
e.
Issuance Date:
March 8;.2007
f.
Drainage Area, acres:
6.93
g.
Total lmperviods Surfaces, ac:
Y4s591
Walgreens - Offsite, ac:
42T071
3 Future -Business: Sites, ac:
iZ61(Chick-fit-A utilizes 1 26ac)
h.
Pond' Depth, feet:
4.10'
i.
TSS removal efficiency:
90%
j.
Design Storm:
1"
k.
Permanent Pool Elevation, FMSL:
7.10
I.
Permitted Surface Area @PP, f?:
24,168
m.
Storage. Elevation, FMSL
7.75
m
Permitted Storage Volume, ft3:
17,866
o.
Controlling Orifice:
1.500 pipe
p.
Receiving Stream / River Basin:
UT to Knobbs. Creek / Pasquotank
q.
Stream Index Number:
.30:— 3 — 8.
r.
Classification of Water Body:
"C; SW
II. SCHEDULE OF COMPLIANCE
1. The offsite storrnwatermanagement system shall be constructed in, its entirety;
vegetated -and operational for its intended use prior to the -construction of any built -
upon surface associated with this project.
2. During construction, erosion shall be kept -to a minimum and any eroded areas of the system
will be repaired immediately:
Page 3 of 6

State Stormwater Management Systems
Permit NumberlSW71.01.007
3. The permittee is responsible for keeping the:stormwater collection system on the Iot*clear of
debris, and, keeping the.site stabilized in accordance. with the requirements of the NC Erosion
and Sediment Control Design Manual.
4. Rich, Rich,:& Phillips, General Partnership, shall, atall times; provide the operation and
maintenance necessary to assure the permitted stormwater management,system functions at
optimum efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and imainfenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and revegetation of;side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins,and
piping,
g. Access to the outlet:structure must.be available at all times.
5. 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 the approved plans, regardless of size.
b. Project name changge,
c. Transfer of ownership.
d. Redesign or addition to the approved.amountof built -upon area.
e. Further subdivision, acquisition or selling 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.
6: The Director may determine.that other revisions to the project should require a modification
to,the permit.
7. Rich, Rich & Phillips, General Partnership, must keep records of maintenance activities
and make tjtem avai able upon request to authorizedpersonnel: of DWQ. The records will
indicate the date, activity, name of person performing, theiwork and what actions were taken.
8: This permit shall become voidable unless the facilities are constructed in accordance with the.
conditions ofthis rpermit, the approved plans and specifications, and other supporting data.
9. Rich ,Rich; & Phillips, General Partnership, is responsible for providing, prior to issuance
of a certificate of Occupancy, and prior to operation of.the permitted stormwater
management facility, a certifYcation from an appropr"iate designer for the system installed;
certifying that the permitted facility has been tnstalled'in accordance with Stormwater Permit
No. W .070217, the approved plans and specifications, and other supporting
documentation. Any deviations from the approved plans and specifications must.be noted on
the Certification.
10. A copy of the appproved plans and specifications shall be maintained on'file ,by the Permittee.
fora minimum often years from the date of the completion of construction.
11• This, lot is limited to the amount of built -upon area indicated in the supporting calculations and
per approved 'fans• The project must.have a built -upon area less than or equal to the
amount permitted under ptormwater Permit No. SW7070217. Additional built -upon area will
require a,modfication to the overall Permit.
12. Rich, Rich, & Phillipps; General Partnership, must record' any deed restrictions as required
by their permit, and they must verify:that thefroposed: built -upon area does not exceed the
allowable built -upon area. Once the lot transfer is complete, the built -upon area may not be
revised' without approval from the permittee, and responsibility for meeting the built -upon
area limit is transferred to the individual property owner.
Page 4 of 6

State Stormwater Management Systems
Permit NumberSW7101007
13. The drainagge.features shown"as.a part of the stormwater management'system on the
approved plan shall not be filled in, altered, or piped by any party without first
submitting a revision to the permit and receiving approval from -the Division.
14. 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 ppermittee shall provide copies of revised plans and certification
in writing to the Director that thechanges have been made.
III. GENERAL CONDITIONS
1. This ppermit is not; transferable except after notice to -and approval by the Director. In the
event there isa desire -for the facilities to.change ownership, or there is a name change of the
Permittee,a formal" permiLrequest"must be submitted to the Division of Water Quality
accompanied by an application fee, documentation_:from the parties involved "and other
supporting materials as may be appropriate: The approval of this request wi(l be considered
on i s merits and may or may, not e approved: The permitteecis responsible forcompliance
with all terms and conditions of this permit until such.time as the%Director approves the permit
transfer:
2. Failure to abide by the conditions and limitations' contained: in this permit may subject the
Permittee to. enforcement action.by the Division of'Water Quality, in accordance with.North
Carolina General Statute 143-215:6A to 143-215.6C.
3. 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) which have jurisdiction.
4. In the event that the offsite stormwater facilities fail to perform satisfactorily, including the
creation of nuisance conditions,.Rich, Rich, & Phillips, General. Partnership is responsible
for taking immediate corrective action, including those as may required by this Division,
such as the construction of additional or replacement stormwater management systems.
5. The'permittee grants permission for DENR Staff -to enter the property for the purpose of
inspecting all components of the permitted stormwater management4acility,"
6. 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: The, permittee shall notify the Divisionrof any name, ownership or mailing address changes
within 30.days.
Permit issued this the 20th day of December, 2010.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
e n A L fin D ctor for
ision of Water Quality
Authority of the Environmental Management Commission
Permit No. SW7101007
Page 5 of 6

MC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
October 9, 2014
Rich, Rich & Phillips General Partnership
c/o: Mr. Charles Phillips, General Partner
1468 Carolina Avenue
Washington, NC 27889
Subject: Stormwater Permit SW7070217 - Rescission
Proposed Walgreens & Future Business Sites
Pasquotank County
Dear Mr. Phillips:
This is in response to an e-mail, received from Mr. Thomas P. Nash, IV w/Trimpi & Nash,
LLP, on October 7, 2014 in which you requested that stormwater permit SW7070217 be
rescinded since the project was completely constructed and you do not own the property any
more. Based upon your request and the site inspection done by me on May 29, 2014, the
permit SW7980419 is hereby rescinded.
If you have any questions or need additional information concerning this matter, please
contact me [phone].
Sincerely,
Samir Dumpor, PE
Environmental Engineer
cc: ✓Washington Regional Office
Thomas P. Nash, IV, Trimpi & Nash, LLP (200 N. Water Street, Suite 2-A, Elizabeth
City, NC 27909)
Division of Energy, Mineral, and Land Resources . Land Quality Section
Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889 • Phone: [phone]/ FAX: [phone]
Internet: http,//i)odal.ncdenr.org/web/ir/land-guality
An Equal Opportunity \ Affirmative Action Employer — 50% Recycled \ 10% Post Consumer Paper

Dumpor, Samir
From: Thomas Nash <[e-mail]>
Sent: Tuesday, October 07, 2014 3:38 PM
To: Dumpor, Samir
Cc: 'Charles Phillips'; [e-mail]
Subject: Rescission of Permit No. SW7070217 in the name of Rich, Rich and Phillips
Follow Up Flag: FollowUp
Flag Status: Flagged
Mr. Dumpor,
I am in receipt of a copy of your letter dated October 2, 2014 wherein you issue Permit No. SW7140805 To Panera, LLC.
As such, please allow this email to request rescission of Permit No. SW7070217 originally issued to Rich, Rich and
Phillips. Should need anything further from me or my client to accomplish this rescission, please advise.
Many thanks for your assistance in this matter.
Thomas P. Nash, IV
Trimpi & Nash, LLP
200 N. Water Street, Suite 2-A
Elizabeth City, NC 27909
Phone: [phone]
Fax: [phone]
[e-mail]

OFFICE USE ONLY
Date Received
Fee Paid
P mil Number
r
000
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
FEB 16 2001 This form may be photocopied for use as an original
I. �IA/U'VAKLL
1. Applicants
ppplicants name
eeJ(specify the name of the corporation, individual, etc. who owns the project):
Or`C� � �,L\
RLFiI f.Ictl 4 PAIt.LIPS A IJVKTq CkR1:'L11 1k 644V E:<A� PAR Tn/ErcZWIP
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
L'-1ya-2LE5 I''C• PNII-G.t PS EEIVER4L PgRT�E1C
3. Mailing Address for person listed in item 2 above:
19->.DS CCAR0 L i J A AVEIIIJE
City: WAsdIn14741IJ State: We Zip: Z'7f3f39
Telephone Number. ( ZS.Z. > 9!14,— 7'�i 9S
A. Project'Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
PROF05Elj Wcl�lir�EE•IS Pd-rdME 5dS1n/ESS s/7— S
'4511g4AC771 c/r/ , AIC
5. Loca ion of Pro ect (street address):
nfor7; � ZE�T
COITA/ev >F / A✓ _—V—r-WR.n/444f& TREE% Hs9LsrEyz� 8L�/d
City: GI7-.4 County: F,4%4LlbTfAll<
6. Directions to project (from nearest major intersection):
FRew. !6- /7 TIJR.✓ R/¢/�f On/YO L✓�Sf as/ei./�/IAt/a ST
PRo cE EO E9sr o. / r n /[ E { PRoJEGT /S • �/ 7E lEiT / /ot �!/ TIDC of /Em
EyRinl¢I/q�ls 5r•
7. Latitude: .3& , Z 9 33Q Longitude: _ 7[0 , Z98�I of project
8. Contact person who can answer questions about the project:
Name:_9-4—kI�S, 7'2 J_pc�, pLS Telephone Number. 3Z
II. PERMIT INFORMATION:
1. Specify whether project is (check one): New Renewal Modification
Form SWU-101 Version 3.99 Page I of4

Drama"e'"Aieasdl
I
IWai reens, Elizabeth City, NC
Drainage
Building
Asphalt Area
Concrete
11 Le wn Area
i u
Total
Hydraulic
HfI
Hydraulic
Average
Area
on site
site
Area
ons
to
off
she
r a'
Dee rl tl
a . k
1
Acrae'
. k
Acrs:
`a, x
Aea:
A,..,r
s
A�rey_
Ace re:
T'
le¢ FT :
Elw. IiTL
II FT :
'fe-g[;lde
A
Ro osed Wal reen Site
000
t.::r0.00
2415544
^J 0.55
0.00
':%ia000
1840.23
3"I0.04
436669
F3T O.t0
0.01`1"
0.00
3036236
Y. a:0.T0
190.00
10.501
8,10
2ADI
1.26
B
0.D011u0.00
01001+0.00
0.00
hO.00
1435,00
Z-,"0.03
6374.26
i130.15
D.00fYa0.00
T80926
T0.18
273.00
10S2
8.50
2.12
0]8
rs .NCi93A'
14550.00
} 1. 0.33
5272.32
S<0.12
0.00
ci•>0,00
0.00
1..:;0.00
0.00
ym0.00
0.00
i^k 0.D0
1982232
ri :^i0.46
152.00
1050
9.20
1,30
0.86
D
0,00
F's'+±0.00
9017.09
a,-0.21
0.00
M, 0.00
0.00
3;".00.00
2220.91
' +0.05
0.00
>'10.00
11238 00
_�".0.2e
103.00
8.77
7.64
1,13
1.10
E
81240
'.5=0.02
1225560
P&e,O 2a
D.00;S�0.00
ei'-Do0
4356,0i
^m0a0
T? 0.00
174240T
.=""20.40
82,W
9.62
].64
1.98
2.41
&F 3ti
000
.+550.00
T3554t
h>i0.t)
D.00
:::?E000
ODD
�'3'Vo.00
2420,20.4^'•'.I0.06
'dd:0.OG
9TT561
'-'022
150.00
9.88
].31
251
1Jt
6S432GF:4.44
0.00"::10,00
10217.06
ot::0.23
0RB0
,.0.00
272446Ix
0.06
2890,35::==:::
0.07
0.00
'Q<0.00158318):MJ.0.36
289. Do
10.50
8.22
2.28
0.)9
E5.§F'i1H:%'Haf
000"i''r
0.00
1394.918'
0.03
0.00,-0000
0005t-'±'0.00
0.00'i'D.D0
O,00
�0.00
139491
.3690.03
50.00
845
B.t2
0.33
0.66
3Fsc J! '!52
'*+?ii{L2area3CrtC'+F 43!u :9Y
1455000
:Sa0.33
24235]0':F='D.56
000
r%sA.00
2724461a'a0.06
5310.55
:�;4'0:12
ON
Y'i DDO
46824T1
't 1.0)
39B.00
10.50
].12
3,38
0.85
K
1 -
-
t.Q00
Fu=o 00
227.001.;
20392T
rLr0.05
0.00'2?50.00
22 27
A9A:OA5
98.ODI
10,04
7481
256!
2,61
L
HOTEL SITE TOFES
)B]OD
9:0.02
1460000=i:.90.34
000"..0.00
€Z0.00
5313.00"es0a2
0.00
e. 0.002070000"AvZO.4B
250.00'
921
6.2t1
3.00
L20
M
RUMORTRTO OB IO
�'0.00
]92.Ti
5T.5D.0Y
0.001�-0.00
'A;0.00
'w510.00
ei50.00
4"L002:
N
RUMORTR TO CB it
I
s-0.001
455546-R0.10
OOD
c�-0.00
P111.000
:-0.00
'.`>y 0.00
455546
-0.10
FBS i
FUTURE BUSINESS SITE 1
3338.00
V;0.081
25353.51
IFA D.58
✓. 0.00
910,96
9$,' 0.02
15834.03
=.+'a'0:38
w',OM
45436.50
'Y"a.'.H 04
t
I
30%
1001.40:,
0 021
7606.05-:10.17
27329
a-± 0.01
4750,21
:4'10.11
=i&
1 M30 95
-.._OG>0.31
298.001
9.58
L58.
2A01
70%
2336.60'-:Y'O.G5
1]]4A46
h`9041
t.'a
637.67
t:i _'0.01
11083,82
&v 0,25
3160555.
`+`it 0]3
384.00
9.58
7.081
2BOI
h:.0.00
EBB
FUTURE BUSINESS SITE 2
697200
U0:16
2145586
+, 0d9
X>000
288650
Lb: D.W
23815.10
a0S5
5512946
17',1,27
EBB
FUTURE BUSINESS SITE 3
4769 Lb
%''+:60ai
20's3B.15
V<.:0.4]
'a,0.00
2091.58
ti,10.05
32872.28-`k'C:)5
'1_0.00
6007102
-65'.1.38
168.25!
10.70
7.75!
2.95i
Totals EBB 1.2.83
150]900
T.-':80.35
6]14T 53
Mi,1'.54
wd'D00
5889.04==i
0:.14
72521.41{i'S'1
P.66
'31.06016063698
'_:>3'3.69
Total
ON SITE TOTALS
3122840
TY O.]2'
156763.53
'f 3.60
\
2Xr.0H
12115.T3
r:": 028'1102502.16
>c122.35
- '-`301817
11
Total Deten0on Drzina a Area:
I L__
I
I Q
/
1
`�
1301817.11
Debn0on Area Im erviDus:
-1'i
1200107.664`J:4.591
L_1
!
1
Drama eNot FlDwin Into Debntlon Area:^�
r
!
!
1
1
O .H0TEL'SITE TO PIPE 6
3)461.60
OS6
45738.OD
1.05
9406.201
0.22
92605.80fk,Rtz2.13
458.00
t25D
6.80
5.]0
P H0TEtr51TE TO PIPE95
21284.00
0.49
1016.00
0.02
22330.003.
"'-0.51
325.00
12.20
L36
4.84
Total OFF SITETOTALS
?)461.604
)D.Bfi
67022.001
iol 541
1
1
1
1045220'.:
024114935.80,7!3:2.64
I
1
1
1
1
I _
EXISTIN06ONDIT1 NB:
1
I
1
i
1
1 - R os. Walore9n Ste
9147.60
0,21
11761.20
0.27
0.00
0.00
6)953.60
1.56
8886240I
2.04
712SD
9.001
4.081
4.921
2 3- Future Business Sites
448613SO
1.03
54885.60
1,26
6098,40
0,141
60984,00
140
1
1166134.801
3.83
Totals: 15401440
1.24
E6646.80
T53
1
1 609640
0.14
12B93T.60
2.96
25559T.20
5.B)
1
I

/UP s.
y, z39,-7 v, s�

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number AIM and its issue date (if known)
3. Specify the type of project (check one)
Low Density _High Density ✓ Redevelop _General Permit _Other
4. Additional Project Requirements (check applicable blanks): .
CAMA Major k�<edimentation/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
(one to two pages) describing stormwater management for the project.
A✓01— ziE76i/T/D✓ Pon/ID
2. Stormwater runoff from this project drains to the PaSLJI k4n A r4 K River basin.
3. Total Project Area: Lo. 9 3 acres
4. Project Built Upon Area: Jo(,.Z3 %
5. How many drainage areas does the project have?_I
6. 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.
d- 3 �i.rlx re.OS �., � •e34�s
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
fla To
Receiving Stream Class
C • Sw
Drainage Area
6.473
Existing Impervious* Area
Z Cl I
Proposed Impervious*Area
, :517
% Impervious* Area (total)
6 3
Impervious" Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
O . 7
On -site Streets
On -site Parking
On -site Sidewalks
0.
Other on -site
Q
co -
Off -site
i to
Total:
Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of

7. How was the off -site impervious area listed above derived? AIM
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized 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.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, 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 SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of

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 Regional Office.
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
One copy of the applicable Supplement Form(s) for each BMP
Permit application processing fee of $420 (payable to NCDENR)
Detailed narrative description of stormwater treatment/management
Two copies of plans and specifications, 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)
Mailing Ad
Phone:.( ZSZ ) 3Z/•S6g7
VIII. APPLICANT'S CERTIFICATION
State: Zip:
Fax: ( ZSZ ) 3ZI- 6200
1, (print or type narne of person listed in General Information, item 2) a d &r> _Lb-5 M . P4I LL t PS
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
Date: 3 • (a • O Co
Form SWU-101 Version 3.99 Page 4 of 4

.. Gl
r�Tr.i � '.'r�i:• r

Permit No
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
ECEMEsSTtORMWATER MANAGEMENT PERMIT APPLICATION FORM
.FEB 16 2007 WET DETENTION BASIN SUPPLEMENT
DWQ-WARd This form may be photocopied for use as an original
DWQ Stonmwater Management Plan Review:
A complete stonmwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: pROP05ep "J.C.REE4:5 ; FJrJRt 13J.5IJc5S 51-re5
Contact Person: � . C . d4gR 15y Tz. t PE. ae5 Phone Number: (24) 321- S6o7
For projects with multiple basins, specify which basin this worksheet applies to: A114
elevations
Basin Bottom Elevation 13. O eo ft. (floor of the basin)
Permanent Pool Elevation 7 . I Q ft. (elevation of the orifice)
Temporary Pool Elevation 7. 7 S ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 2q1 IG7. 8(e sq. ft. (water surface area at the orifice elevation)
Drainage Area (a .`1 3 ac. (on -site and off -site drainage to the basin)
Impervious Area �i . 59 ac. (on -site and off -site drainage to the basin)
volumes
Penmanent Pool Volume 7Qit326..46 cu. ft. (combined volume of main basin andforebay)
Temporary Pool Volume I -1, S1o5. E31 cu. ft. (volume detained above the permanent pool)
Forebay Volume II, 93 . &3 cu. ft. (approximately 20% of total volume)
Other parameters
SA/DA I S. -(z (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 1.50 in. (2 to 5 day temporary pool draw -down required)
Design Rainfall 1.00 in.
Design TSS Removal 2 `4) % (minimum 85%required)
Dorm SWU-102 Rev 3.99 Page t of 4

'� U li i � �� ?�

Footnotes:
t When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
'- In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
IL REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
a.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b.
The forebay volume is approximately equal to 20% of the basin volume.
c.
The temporary pool controls runoff from the design storm event.
d.
The temporary pool draws down in 2 to 5 days.
H/Q e.
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f.
The basin length to width ratio is greater than 3:1.
g.
The basin side slopes above the permanent pool are no steeper than 3:1.
_ h.
A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i.
Vegetative cover above the permanent pool elevation is specified.
j.
A trash rack or similar device is provided for both the overflow and orifice.
k.
A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1.
If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
m.
A mechanism is specified which will drain the basin for maintenance or an emergency.
dl/E To LIM. r47181's PoNd L✓/LL.
AleeD r-0 Bc PdroveD ro 4Do24,• I.
Ill. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
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) 0 does XVdoes not incorporate a vegetated filter at the outlet.
This system (check one) 0 does des not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the vet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
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 -4•03, feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads A.p3I feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation 7• to
Sediment Ren oval El.
75 0
------------- - Sediment Removal Elevation y . 03' 75/o
0
Bottom Elcation 3.00' 3 %-------------------------------
POREBAY
Bottom Elevation 3. 00 ' y 25%
MAIN POND
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of

All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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: C{ 4RLE5 ><i. Nu-LiFS
Title: 4EA/&R4(,
Address: 14(o 0 CAsoL-IQA 4,lEA L1E, 464T .,✓ rz- s , A/C .Z799 9
Date: 3 • ea .06
Note: The legally responsible parry 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,
11 L' UFF d4RIZIS , a Notary Public for the State of nNe C'4,?61-1.1'Y ,
County of P/7 do hereby certify that e�9/Z'6 M • PWi LL 1ps
personally appeared before me this "� day of 1"j4RCf/ 2ool, , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
OFF 144i�eF,
tP
�yQiR.P,Y
�'U6l 1 C , �E,r•
My commission expires /2''0 0 - c)
Form SWU-102 Rev 3.99 Page 4 of 4