SW3090901_CURRENT PERMIT_20110509

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW,�()9D�I
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Scott Hunsucker
Wingate University
315 E. Wilson Street
Wingate, NC 28174
Division of Water Quality
Colleen H. Sullins
Director
April 6, 2011
Subject: Stormwater Permit No. SW3090901
Leon Levine College of Health Sciences Building
High Density Commercial Wet Pond Project
Union County
Dear Mr. Hunsucker:
Dee Freeman
Secretary
RECEI1 FD
.RIvisiopi caw- VJA- !- R OLIALITY
MAY -- 9 ;:Oil
MOORESViLLE REGIONAL OFFICE
The Stormwater Permitting Unit received a complete Stormwater Management Permit
Application requesting a modification of the permit for Leon Levine College of Health Sciences
Building on April 1, 2011. Staff review of the plans and specifications has determined that the
project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC
2H.1000 and Session Law 2006-246. We are forwarding Permit No. SW3090901, dated April 4,
2011, for the construction, operation and maintenance of the subject project and the stormwater
BMPs.
This permit includes BUA for future dorm buildings within the drainage area to the wet detention
pond. A site plan revision showing the buildings must be submitted and approved by DWQ prior
to the construction of these future buildings.
This permit shall be effective from the date of issuance until September 24, 2019, 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 inspection 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 150B 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.
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX [phone] Customer Service: 1-877-623-6748
Internet: www rimaiarcluality.org
Nofle
rthCarolina
Naturallif
An Equal Opportunily 1 Affirmative Action Employer

Mr. Scott Hunsucker
S W3090901 —1_con Levine College of Health Sciences Building
April 6, 2011
This project will be kept on file at the Mooresville Regional Office. If you have any questions, or
need additional information concerning this matter, please contact Brian Lowther at (919) 807-
6368; or [e-mail]
Sincerely,
for Coleen H. Sullins
cc: Mooresville Regional Office
SW3090901 Project File
ec: Mr. A. Granseur Dick, Chambers Engineering, PA
Page 2 of 2

State Stormwater Permit
Permit No.SW3090901
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
Wingate University
Leon Levine College of Health Sciences Building
409 N. Main Street, Wingate, Union County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 and S.L. 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
Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until September 24, 2019, 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
control has been designed to handle the runoff from 221,880 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 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.
Page 1 of 6

State Stormwater Permit
Permit No.SW3090901
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, acres: 9.68
Onsite, ft : 285,318
Offsite, ft2: 136,343
R
c
d
e
f.
h
J.
1.
m
n.
o.
Total Impervioys Surfaces, ft2:
Buildings ft :
Roads/Parking, ft2:
Sidewall s, ft
Other, ft
Future, ft
Pond'Average Depth, feet:
TSS removal efficiency:
Design Storm, inches:
Permanent Pool Elevation, FMS
Permitted Surface Area @PP ft
Permitted Storage Volume, ftl:
Storage Elevation, FMSL:
Controlling Orifice:
Permanent Pool Volume, ft3
Forebay Volume, ft3:
Receiving Stream/River Basin:
Stream Index Number:
Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
221,880
23,235
88,075
15,640
1,679
93,251 (off -site)
3.0
90%
1.0
549.25
14,479
18,504 at temporary pool
550.50
2.0"0 pipe
38,641
8,628
Spring Branch / Yadkin Pee -Dee
13-17-36-11-1
11C11
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, 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.
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.
Page 2 of 6

State Stormwater Permit
Permit No.SW3090901
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.
Ill. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
Page 3of6

State Stormwater Permit ,
Permit No.SW3090901
3. 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.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10.The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11.The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. 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 6th day of April, 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 4 of 6

y State Stormwater Permit
Permit No.SW3090901
Leon Levine College of Health Sciences Building
Stormwater Permit No. SW3090901
Union 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 5 of 6

State Stormwater Permit r
Permit No.SW3090901
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.
$. 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: Mooresville Regional Office
Surface Water Protection
610 East Center Ave., Suite 301
Mooresville, NC 28115
Cc: DWQ Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
Page 6 of 6

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

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potential roblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
Swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged:
Erosion is occurring in the
Regrade the Swale if necessary to
Swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future 2roblems 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 BNO.
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
}land. 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 necessaa.
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.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate the roblem:
The embankment
Shrubs have started to grow
Remove shrubs.immediately. .
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair, if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of I
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 4.0 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 44:0 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
545.25 1
-1----------------
4 544.25
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
/Volume
-ft Min.
Sediment
Storage
Permanent Pool Elevation 549.25
Pool
Sediment Removal Elevation 545.25 Volume
1------ --------------------------------------
Bottom Elevation
MAIN POND
I-ft n.
Sediment
Storage
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number:
(to be provided by DIFQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree io notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Leon Levine College of Health Sciences Building
BMP drainage area number:I
Print name:Scott Hunsucker
Title:Assistant Vice President of Business Operations _
Address:315 E. Wilson St, Wingate, NC 28174
Phone: [phone]
Signature: a
Date: 3 Z S 1
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.
a Notary Public for the State of
P C, , County of O N iD j , do hereby certify that
Sc o y E Uh S U CI6--r personally appeared before me this o1
day of r"a'l Ck , aO 41 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal, Z"
Ptr�y T.
�OTAI?
PUsoj
N COUN`
SEAL
My commission expires 1G ~ -� 9 — a'O (1
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4 .

& 7krA
NC ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor
Mr. Scott Hunsucker
Wingate University
315 E. Wilson Street
Wingate, NC' 28174
Director
September 24, 2009
Subject: Stormwater Permit No. SW3090901
Leon Levine College of Health Sciences Building
High Density Commercial Wet Pond Project
Union Ccu.nty
Dear Mr. Hunsucker:
Secretary
SEP 2 9 2009
The Stormwater Permitting Unit received a complete Stormwater Management Permit
.Application for Leon Levine College of Health Sciences. Building on September 1, 2009; with
additional information on September 16, 2009 and September 24, 2009. Staff review of the
plans and specifications has determined that the project, as proposed; will comply with the
Stormwater Regulations -set forth in Title 15A NCAC 2H.1000 and Session Law 2006-246. We
are forwarding Permit No. SW3090901, dated September 24, 2009,for the construction,
operation and maintenance of the subject project and the Stormwater BMPs.
This permit includes BUA for future dorm buildings within the drainage. area to the wet detention
pond. A site plan revision showing the buildings must be submitted and approved by DWQ prior
to the construction of these future buildings.
This permit shall be effective from the date of issuance until September 24, 2019, 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
far inspection 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 thi-ty (30) days following
receipt of this permit. This request must be in the form of a written petition, conforming to
Chapter 150B 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.
This project will be kept on file at the Mooresville Regional Office. If yc;a have any questions, or
need additional information concerning this matter, please contact Robert Patterson at (919)
807-6375; or [e-mail]
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Localiom 512 N. Salisbury St. Raleigh, North Carolina 27664
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Intemet: www.ncwaterquafily.arg
One
Noi-thCarolina
Naturally
An Equal Opportunity 1 Affirmative Action Employer

Mr. Scott HLn1SUcker
SW3090901 — Leon Levine College of Health Sciences Building
September 24, 2009
Sincerely,
�od__'e('
for Coleen H. Sullins
cc: Mooresville Regional Office
Central Files
SW3090901 Project File
ec:' Mr. Benjamin S. Whaley, PE - YCH Architects, PA
93, -Try
.�
Page 2 of 2

State Stormwater Permit
Permit No.SW3090901
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATERQUALITY
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
Wingate University
Leon Levine College of Health Sciences Building
409 N.. Main Street, Wingate, Union County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance' with
the provisions of 15A NCAC 2H .1000 and S.L. 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
Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until. September 24, 2019, 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
control has been designed to handle the runoff from 215,531 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 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.
Page 1 of 6

State Stormwater Permit
Permit No.SW3090901
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, a.Sres: 9.68
Onsite, ft : 285,318
Offsite, ft2: 136,343
b. Total Impervioys Surfaces, ft2:
Buildings ft
Roads/Parkin g, ft2:
Sidewall�s, ft : .
Other, ft
Future, ft
G. Pond Average Depth, feet:
d. TSS removal efficiency:
e. Design Storm, inches:
f. Permanent Pool Elevation,' FMS�:
g. Permitted Surface Area @PP ft
h. Permitted Storage Volume, ft�:
i. Storage EleVation,-FMSL:
j. Controlling. Orifice:
k. Permanent Pool Volume, ft3:
I. Forebay Volume, ft3:
m. Receiving Stream/River Basin:
n. Stream Index Number:
o. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
215,531
23,235
88,075
15,640
1,679
86,902 (off -site)
3.0 .
90%
1.0
549.5
15,095
34,295 at temporary pool
551.0. . . . ..._.
2.0" O pipe
48,336
9,725
Spring Branch 1 Yadkin Pee -Dee
13-17-36-11-1
11CIS
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, 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.
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.
Page 2 of 6

4 State Stormwater Permit
J
Permit No.SW3090901
r 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, far 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 approvedamount 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.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and.approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change.form, to the Division of -Water
Quality, signed by both parties, and accompanied by supporting.documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
Page 3 of 6

State Stormwater Permit
Permit No.SW3090901
3. 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.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinanci✓s, which may be imposed by
other government agencies (local, state, and, federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the -permitted
stormwater management facility.
i. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and.
Sediment Control Planning'and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit. ;
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The 'permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12.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 24th day of September, 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for uoieen H. 5unins-' Director
Division of Water Quality.
By Authority of the Environmental Management Commission
Page 4 of 6

State Stormwater Permit
Permit No.SW3090901
Leon Levine College of Health Sciences Building,
Stormwater Permit No, SW3090901
Union Count
Designer's Certification
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:
SEAL
Signature
Registration Number
Date
Page 5 of 6

State Stormwater Permit
Permit No.SW3090901
Certification Requirements:
0
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. Ail required design depths are provided.
14. All required parts cf 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: Mooresville Regional Office
Surface Water Protection
610 East Center Ave., Suite 301
Mooresville, NC 28115
Cc: DWQ Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
Page 6 of 6

State Stormwater Permit
Permit No.SW3090901
Leon Levine College of Health Sciences Building
Stormwater Permit No, SW3090901
Union County
Designer's Certification
I, A. Granseur Dick , as a duly registered Civil Engineer
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
Leon Levine Colle e of Health Sciences Building SWP # SW3090901
(Project)
for Wingate Universit (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:
1. Forebay volume constitutes 21% of total permanent; pool volume.
2. Provided surface area at permanent pool is 15,218 SF at 549.261.
3. Provided temporary storage volume is 19,484 cf, held at 550.34'.
4. Reference attached as -built survey and stormwater modeling summary
for additional information.
Signature
Registration Number 35661
Date 13 May, 2011 _
Page 5 of 6
SEAL,
• +OQgt% CAI?0*1•
�. y% .
4
SEALr •
Q�j� =
Wei i w
Yw
iy •V
r
'.- 0 MssP-* O�
no••.....••• Q,
''•.,QRANSEJ�.

.State Stormwater Permit
Permit No.SW3090901
Certification Requirements:
X 1. The drainage area to the system contains approximately the permitted
acreage.
X 2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
X
3.
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
X
4.
All roof drains are located such that the runoff is directed into the system.
X
5.
The outlet/bypass structure elevations are per the approved plan.
X
6.
The outlet structure is located per the approved plans.
X
7.
Trash rack is provided on the outlet/bypass structure.
X
8.
All slopes are grassed with permanent vegetation.
X
9.
Vegetated slopes are no steeper than 3:1.
X
10.
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
X 11. The permitted amounts of surface area and/or volume have been
provided.
X 12. . Required drawdown devices are correctly sized per the approved plans.
X 13. All required design depths are provided.
X 14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
X 15. The required system dimensions are provided per the approved plans.
Please submit this Designer's Certification to: Mooresville Regional Office
Surface Water Protection
610 East Center Ave., Suite 301
Mooresville, NC 28115
Cc: DWQ Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
Page 6 of 6

X. APPLICANT'S CERTIFICATION
I, (print or hfpe na►ne of person listed in Contact lnfonuation, item 1a) Scothl Hunsucker
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the -requirements of the
applicable stormwater rules under 15A NCAC 2H .1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211,
Signature:
Date: 3I O-S1 11
I, a Notary Public for the State of County of
V Nf0N do hereby certify that_ Se0 }}.�_ ��ns�Cker personally appeared
before me thisa day of F 1 F ��i' , and a owledge the due xecution of the application for
a stormwater permit. Witness my hand and official seal, t
SEAL
My commission expires
Form SWU-101 Version 07Jun2010 Page 7 of 7

4 DWQ USE ONLY
Date Received
Fee Paid
Permit Number
L►� "! EgaA ?PAS•
swso1090(
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph 11- Post Construction
(select all that apply) ❑ Non -Coastal SW- I-IQW/ORW Waters ❑ Universal Stormwater Management flan
❑ Other WQ M mt Plan:
State of North Carolina D�
Department of Environment and Natural Resources �
Division of Water Quality @
qP z
STORMWATER MANAGEMENT PERMIT APPLICAT Thisform may be photocopiedfor use as art original �tRV,�
A*
f
S�G�
I. GENERAL INFORMATION
t Project Name (subdivision, facility, or establishment name -should be consistent with project name onans,
specifications, letters, operation and maintenance agreements, etc.):
Leon Levine College of Health Sciences Building
2. Location of Project (street address):
to University, 409 N. Main Street
City: Wingate _ County: Union Iip:28174
3. Directions to project (from nearest major intersection):
Off US 74. turn north on N. Main St. Proceed east intersection of Cedar St. and Old Williams St. Proiect is
located on the left between Cedar and Oak Street.
4. Latitude:34° 59' 15" N Lonl;itude:80° 26' 57" W of the main entrance to the project.
H. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification
b. If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number SW3090901 , its issue date (if known)Sept. 24, 2009 , and the status of
construction: ❑Not Started ®Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑f.ow Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major
®Sedimentation/Erosion Control: 6.53 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.lf any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:Levine College of Health Sciences Union-2U10-006,_Au . 21, 200.9,
Revised Oct. 1 2009 and Nov. 3rd 2009
Version 07Jun2010
Page I of 6

III. CONTACT INFORMATION
I. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc_ who owns theproject):
Applicant/Organization: Wi
Signing Official & Title: Chuck Ta
Universi
r. Executive Vice President of Financi
b.Contact information for person listed in item I above:
Street Address:2020 N. Camden Road
City:Win ate
Mailing Address (if applicable):PO Box 157
City:Win
Phone: (704 ) 233-82-18
Eniaii:[e-mail]
State:NC
Zip:28174
State:NC Zip:28174
Fax: (704 ) 233-8270
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (`Phis is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( _ } Fax: ( )
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: Wingate University
Signing Official & Title: Mr. Scott Hunsucker, Assistant VP for Business Operations
b.Contact information for person listed in item 3a above:
Mailing Address:315 E. Wilson St.
City:Wingate
Phone: (704 ) 233-8221
Emaii:[e-mail]
4. Local jurisdiction for building permits: Union Coun
State:NC
Zip:28174
Fax: (704 ) 233-8199
Point of Contact:Terry Griffin Phone #: (704 } 233-3594
Form SWU-101 Version 07Jun2010 Page 2 of 7

IV. PROJECT INFORMATION
-1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The site will be graded to flow into a piped storm drainage system into the forebay of the wet pond. There is
also a pipe extention for future development across N. Main St. The volume for the future area has been
included in the calculations. The flow will pass through the riprap baffle to remove TSS and plantings along
the literal shelf will remove floating oils and process organics. Water quality drawdown time is two days to
allow sedimentation. Water will be released through the riser and outlets stem and discharged into an
existing storm drain passing beneith Pearl Circle.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Rocky River basin.
4. 'Total Property Area: 6.55 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 9.68 acres
7. 'Total Property Area (4) - Total Coastal Wetlands Area (5) -Total Surface Water Area (6) _Total Project
Area *:9.68 acres
Total project area shall be calculated to exclude thefollowing: the normal pool of impounded structures, the area
between the batiks of streams and rivers, the area below the Normal High Water (NNW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NNW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 52.62
9. How many drainage areas does the project have?7 (For high densihj, count 1 for each proposed engineered
stormwater BMP. For low densihj and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Dorm SWU-101 Version 07.1un2010 Page 3 of 7

Basin`Informak o
Draiiia rea'1'.j
Drama" e;Ar'ea'."a
;Drains `i Area
;Drains' e`A'rea;
Receiving Stream Name
Spring_BVanc'h
Stream Class *
C
Stream Index Number *
13-17-36-11-1
Total Drainage Area (so
421,661
On -site Drainage Area (so
285,318
Off -site Drainage Area (so
136,343
Proposed Im ervious Area** (so
221,880
% Impervious Area total
52.62
Im' ewious}; 5urface;Area
D`rarna `e?Area,1
_D`raina"e.Area -'
;Drains e;Area * _'
iDraina `e Area . .
On -site Buildings/Lots (so'
23,235
On -site Streets (so
19,237
On -site Parking (so
68,838
On -site Sidewalks (so
15,640
Other on -site (so
1,679
Future (so
93,251
Off -site (so
see future above
Existin BUA*** so
0
Total (so:
221,880
Stream Class and Index Number can be determined at: http.- Aortal.ncdenr.gg&ebAvos/csu/classifications
* Imppervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing B UA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. Considered 70%
impervious area for future development draining to this BMP.
Pro'ects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicablestate stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from h ortal.ncdenr.org/web/wws/su/briip-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from htW:/Iportal.ncdenr.org/web/wg/ws/su/statesw/forms_docs. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map ath!W://portal-ncdenr.org/web/wg/ws/su/maps.)
Please indicate that the following required information have been provided by initialin,in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from hgp://Rortal.ncdenr.org/web/wq/ws/su/stateswLfo_rms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as'per Part VII below)
3. OriginaI of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/Vges/onestopexp'ress.html for information on the Express program
and the associated fees. ' Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
Form S WU-101 Version 07Jun2010 Page 4 of 7

5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor _
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within'/z mile of the site boundary, include the'/z
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
C. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MI-IW or NHW line of tidal
waters, and any coastal wetlands landward of the MI-IW or NI-IW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/ project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Ixisting contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. I�xisting drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWl' elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration 13MPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verzfij the SHWT prior
to submittal, [phone])
10. A copy of the most current property deed. Deed book: Page No:
11. For corporations and limited liability corporations (1,LC): Provide documentation from the NC _
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per NCAC 21-1,1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporations/CSearch.aspx
V11. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
13UA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http f_ /portal.ncdenr org/welt gZws su/statesw/forms flocs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenant-; form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
form SWU-10l Version 07Jun2610 Page 5 of 7

VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting I;ngineer:A. Granseur Dick
Consulting Firm: Chambers Engineering, PA
Mailing Address:PO Box 1726
City:Albemarle
Phone: (704- 98"27
l�mail:[e-mail]
Sta te: NC Z i p:28002
Fax: (704 ) 984-6428
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, itent 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or hfpe name of person
listed itt Contact Information, item 1a) with (print or type natne of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit_ I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS "143-215.6.
Signature:
a Notary Public for the State of
, do hereby certify that
before me this _ day of
Date:
County of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
Dorm SWU-101 Version 07Jun2010 1'age 6 of

Permit No, S W 3 OcJ 0 l Of
(to be provided by DWQ)
SEP 2 4 2009
[STIR - WA R AL
vtl.tt�•+�� a 9icxr+n _vter Branch
ap w A r�,9
®�A d2 pG
NCDENR a
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This farm must be filled out, printed and submitted.
The Required Items Checkfrst (Part 111jmust beprinted, kited out and submitted along with all offherequired informah'on.
Project name Leon Levine College of Health Science Building
Contact person Scott Hunsucker
Phone number 704-233-a218
Date 28-Aug-09
Drainage area number 1
I17DESIGWINF,ORMATION'
Site Characteristics
Drainage area 421,660 ttz
Impervious area, post -development 215,531 f 2
% impervious 51.11 %
Design rainfall depth 1.0 in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1,5' runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume requires
Volume provided
Peak Flow Calculations
Is the prelpost oontrol of the 1 yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hrstorm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
PrelPDst 1-yr, 24-hr peak Flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx, at the perm. pool elevation)
Top of 10ft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp, pool?
Elevation of the top of the additional volume
17,921 ft3 Insufficie t required volume.
�3 Mkt) Z`1?
OK, volume provided is equal to or in excess of volume required.
_ ft3
tt3
f t3
a ft3
tt3
y (Y or N )
3.0 in
0.30 (unitless)
0,75 (unitless)
3,02 inlhr OK
2,26 ft3lsec
20.78 R3(sec
18,52 ft3isec
551.00 fmsl
549.50 fmsl
542.00 fmsl
550.00 fmsl
549,00 fmsl Data not needed for calculation option #1, but OK if provided.
545,00 fmsl
544.00 fmsl Data not needed for calculation option #1, but OK if provided.
1.00 ff
(Y orN)
551.0 fmsl OK
Form SW401-Wet Detention Basin-RBv.7.81131e9 Perts I, 8 11. Design Summary, Page t of 2

Permit No. 5 w 30 -)0q0
(to be provided by DINO)
III DESIGNiINFORMATION'Il�i�`�S'5`�'ii`'�' :tt� `zi 3;•+rF;i�;
Surface Areas
Area, temporary pool 19,770 ft
Area REQUIRED, permanent pool 14.758 Its
SAIDA ratio 3.50 (unitless)
Area PROVIDED, permanent pool, 00,r
15,095 ft' OK
_,d
Area, bottom of 10ft vegetated shelf, Flo,a,
12,380 fe
Area, sediment cleanout, top elevation (bohom of pond), & JJ,,
8,432 ft`
Volumes
Volume, temporary pool
34,295 ft' Insufficient. Volume does not agree with data previously entered.
Volume, permanent pool, Ib, �,
48,336 ft'
Volume, forebay (sum of forebays if more than one forebay)
9,725 ft'
Forebay % of permanent pool volume
20.1 % % OK
SAIDA Table Data
Design TSS remova
90
Coastal SAIDA Table Used,
n (Y or N)
Mountain/Piedmont SAIDA Table Used'
y (Y or N)
SAIDA ratio
3.50 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2t
y (Y or N)
Volume, permanent pool. KM_PON
48,336 ft'
OK
Area provided, permanent pool, fed P�
15,095 W
OK
Average depth calculate(
3,00 ft
Check calculation. Need 3 ft min
Average depth used in SAIDA, 4, (Round to nearest 0.5ft)
3.0 ft
Insufficient. Check calculation.
Calculation option 2 used? (See Figure 10-2b
(Y or N)
Area provided, permanent pool, 4gm-POd
fe
Area, bottom of 1Oft vegetated shelf, A,, ai
fe
Area, sediment cleanout, top elevation (bottom of pond), 44-11d
h7
"Depth" (distance MY bottom of 1Oft shelf and top of sedimen
ft
Average depth calculate(
It
Average depth used in SAIDA, dv, (Round to nearest 0.5ft)
ft
Drawdown Calculations
Drawdown through orifice?
y (Y or N)
Diameter of orifice (if circular;
2.00 in
Area of orifice (if -non -circular)
in'
Coefficient of discharge (Cq)
0.60 (unitless)
Driving head (N)
1.50 h
Drawdown through weir?
(Y or N)
Weir type
(unitless)
Coefficient of discharge (C.)
(unitless)
Length of weir (L)
ft
Driving head (H)
It
Pre -development 1-yr, 24-hr peak now
2.26 ft3Isec
Insufficient pre -development peak now.
Post -development 1-yr, 24-hr peak now
20.78 ft'/sec
OK
Storage volume discharge rate (through discharge orifice or weir)
2.06 ft'Isec
Storage volume drawdown time
2.79 days
OK, draws down in 2.5 days.
Drawdown time varvinp from expected value by more than a half day
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 ft
OK
Length of Flowpath to width ratio
3 :1
OK
Length to width ratio
3.0 :1
OK
Trash rack for overflow & orifice?
y (Y or N)
OK
Freeboard provided
05 ft
Insufficient freeboard, minimum of 1-ft required
Vegetated lifter provided?
n (Y or N)
OK
Recorded drainage easement provided?
y (Y or N)
OK
Capures all runoff at ultimate build -out?
y (Y or N)
OK
Drain mechanism for maintenance or emergencies
Sluice gate and bottom drain pipe to open for maintenance draw down
Form SW401•Wei Detention Basin-Rov.7-8113109 Parzs I. 8 II. Design Summary, Page 2 0 2

ROY COOPER
a
N
Governor
MICHAEL S. REGAN
Secretary
Energy, Mineral
and Land Resources
TRACY E. DAVIS
ENVIRONMENTAL QUALITY
Director
October 27, 2017
Wingate University
Attention: Scott Hunsucker
315 East Wilson Street
Wingate, North Carolina 28174
Subject: Compliance Evaluation Inspection- High Density Wet Detention Basin
State Stormwater Permit SW3090901
Union County
Dear Mr. Hunsuckers:
Enclosed please find a copy of the Compliance Evaluation Inspection Report for the inspection I conducted at
the subject facility on October 25, 2017.
The report should be self-explanatory; however, should you have any questions concerning this report,
please do not hesitate to contact me at [phone] or by email at [e-mail].
Sincerely,
J 7esMoore
Assistant Regional Engineer
JDM
Enclosure
c: Stonnwater Permitting Branch
State of North Carolina I Environmental Quality' Energy, Mineral and Land Resources
Mooresville Regional Office 1 610 East Center Ave Ste 301 1 Mooresville, NC 28115
704 663 1699 T

I
F
' t
Y .\CDENP
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Augustl3, 2015
Wingate University
Attention: Mr. Scott Hunsucker
315 E. Wilson Street
Wingate, North Carolina 28174
Donald R. van der Vaart
Secretary
Subject: Compliance Evaluation Inspection
Stormwater Permit No. SW3090901
Leon Levine College of health Science Bldg
High Density Commercial Wet Pond Project
Union County, NC
Dear Mr. Hunsuker:
Enclosed is a copy of the Compliance Evaluation Inspection (CEI) report for the inspection
conducted on August 11, 2015 by Mr. Samar Bou-Ghazale of this Office.
The report should be self. -explanatory; however, should you have any questions concerning the
report, -please do not hesitate to contact Mr. Bou-Ghazale at [phone] Ext.2199.
Sincerely,
7ahid S. Khan, CPM, CPESC, CPSWQ
Land Quality Regional Supervisor
Attachment
Division of Energy, Mineral, and Land Resources
Land Quality Section - Mooresville Regional Office
610 East Center Avenue, Suite 301, Mooresville, North Carolina 28115
Telephone: [phone] FAX: [phone] • Internet: http:llportal.nodenr.org/webll /land -quality
An Equal Opportunity 1 Affirmative Action Employer— 50% Recycled 110% Post Consumer Paper

Compliance Inspection Report
Permit: SW3090901 Effective:04106/11 Expiration: O6/19/20
project: Leon Levine College of Health Sciences Building
Owner: Wingate University
County: Union Adress: 409 N Main St
Region: Mooresville
CitylStatelZip: Wingate NC 28174
Contact Person: Scott Hunsucker Title:
Directions to Project:
Type of Project: State Stormwater - HO - Detention Pond
Drain Areas: 001 - (Meadow Branch) (03-07-14) ( C)
On -Site Representative(s):
Related Permits:
Inspection Date: 08/1112015 Entry Time: 11:25AM
Primary Inspector: • Samar E Bou Ghazale
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: E2 Compliant ❑ Not Compliant
Question Areas:
® State Stormwater
(See attachment summary)
Phone: [phone]
Exit Time: 11:40AM
Phone: [phone] Ext.2199
Inspection Type: Compliance Evaluation
page: 1

Permit: SVV3090901 Owner - Project: Wingate University
Inspection Date: 0811112015 Inspection Type Compiiance Evaluation Reason for Visit: Routine
Inspection Summary:
Please continue to maitain the Wet pond per the permit requirements.
File Review Yes No NA NE
Is the permit active? M ❑ ❑ ❑
Signed copy of the Engineers certification is in the file? E ❑ ❑ ❑
Signed copy of the Operation & Maintenance Agreement is in the file? ® ❑ ❑ ❑
Copy of the recorded deed restrictions is in the file? ❑ MI ❑ ❑
Comment: No deed restriction was noted in the file.
Built Upon Area Yes No NA NE
is the site BUA constructed as per the permit and approval plans? 19 ❑ ❑ ❑
is the drainage area as per the permit and approved plans? 95 ❑ ❑ ❑
Is the BUA (as permitted) graded such that the runoff drains to the system? IM ❑ ❑ ❑
Comment:
SW Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? 00011
Are the inlets located per the approved plans? ❑ ❑ ❑
Are the outlet structures located per the approved plans? M ❑ ❑ ❑
Comment:
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? 0 ❑ ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to ❑ ❑ ❑
DWQ upon request?
Comment: Site_appaared to be maintained. Wet pond appeared to be functioning well. Please continue to
maintain the site per the permit.
Other Permit Conditions Yes No NA NE
Is the site compliant with other conditions of the permit? ® ❑ ❑ ❑
Comment:
Other WQ Issues Yes No NA NE
Is the site compliant with other water quality issues as noted during the inspection? is ❑ ❑ ❑
Comment:
page: 2

'r
7
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Scott Hunsucker
Wingate University
315 E. Wilson Street
Wingate, NC 28174
Dear Mr. Hunsuker:
Division of Water Quality
Coleen H. Sullins
Director
September 20, 2011
Subject: Compliance Evaluation Inspection
Dee Freeman
Secretary
Stormwater Permit No. SW3090901
Leon Levine College of Health Sciences Bldg.
High Density Commercial Wet Pond Project
Union County, NC
Enclosed are copies of the Compliance Evaluation Inspection (CEI) reports for the inspection
conducted at the subject sites on September 15, 2011, by Mr. Samar Bou-Ghazale with the Division
of Water Quality.
The enclosed report should be self-explanatory. However, if you have any questions,
comments or need assistance with understanding any aspect of your permit, please do not hesitate to
contact Mr. Bou-Ghazale at [phone].
Sincerely,
Robert B. Krebs
Surface Water Protection Regional Supervisor
Enclosure
cc: Shelton Sullivan -- NPS/ACO Unit
Mooresville Regional Office
Location: "610 East Center Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone]Wax: (704) 663-60401 Customer Service: 1-877-623-6748
Internet: http:llportal.ncdenr.org/web/wq/home/ro
An Equal OpportunitylAffirmative Action Employer— 50% Recycled110% Post Consumer Paper
One,
NorthCarol i riff
;Vatlll"llll f

Compliance Inspection Report
Permit: SW3090901 Effective: 04/06/11 Expiration: 09/24/19 Owner: Wingate University
Project: Leon Levine College of Health Sciences
Building
County: Union 409 N Main St
Region: Mooresville
Contact Person: Scott Hunsucker Title:
Directions to Project:
Type of Project: State Stormwater - HID - Detention Pond
Drain Areas: 001 - (Meadow Branch) (03-07-14 ) ( C)
On -Site Representative(s):
Related Permits:
Inspection Date: 0911512011 Entry Time: 11:15 PM
Primary Inspector: Samar E Bou Ghazale
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: IN Compliant n Not Compliant
Question Areas:
® State Stormwater
(See attachment summary)
Wingate NC 28174
Phone: [phone]
Exit Time: 12:30 PM
Phone: [phone]
Ext.2199
Inspection Type: Compliance Evaluation
Page: 1

1.
A
Permit: SW3090901 Owner - Project: Wingate University
Inspection Date: 09/15/2011 Inspection Type: Compliance Evaluation
Inspection Summary:
Reason for Visit: Routine
Site is being maintained. Deed restrictions need to be recorded and submitted to the Division of Water Quality.
File Review Yes No NA NE
Is the permit active? ® n n
Signed copy of the Engineer's certification is in the file? ® n n n
Signed copy of the Operation & Maintenance Agreement is in the file? n n n
Copy of the recorded deed restrictions is in the file? n ® n n
Comment: No recorded deed restriction in the file.
Built Upon Area
Yes NO
NA
Nt
Is the site BUA constructed as per the permit and approval plans?
® n
n
n
Is the drainage area as per the permit and approved plans?
® n
n
n
Is the BUA (as permitted) graded such that the runoff drains to the system?
® n
n
n
Comment:
SW Measures
Yes No
NA
NE
Are the SW measures constructed as per the approved plans?
®❑
n
n
Are the inlets located per the approved plans?
0 n
n
n
Are the outlet structures located per the approved plans?
® n
n
n
Comment:
Operation and Maintenance
Yes
No
NA
NE
Are the SW measures being maintained and operated as per the permit requirements?
ES
n
n
-❑
Are the SW BMP inspection and maintenance records complete, and available for review or provided to DWQ
n
n
n
upon request?
Comment: No one on site.
Other Permit Conditions
Yes
No
NA
NE
Is the site compliant with other conditions of the permit?
®
n
n
n
Comment:
Other WQ Issues Yes No NA NE
Is the site compliant with other water quality issues as noted during the inspection? ®n n n
Comment:
Page: 2

Compliance Inspection Report
Permit: SW3090901 Effective:04/06/11 ' Expiration: G6119/20
Project: Leon Levine College of Health Sciences Building
Owner: Wingate University
County: Union
Region: Mooresville
Contact Person: Scott Hunsucker
Directions to Project:
Type of Project: State Stormwater - HD - Detention Pond
Drain Areas: 001 - (Meadow Branch) (03-07-14 ) ( C)
On -Site Representative(s):
Related Permits:
Adress: 409 N Main St
City/State/Zip: Wingate NC 28174
Title: Phone: [phone]
Inspection Date: 10/25/2017 Entry Time: 02:00PM
Primary Inspector: James D Moore
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: Compliant ❑ Not Compliant
Question Areas:
State Stormwater
(See attachment summary)
Exit Time: 02:30PM
Phone:
Inspection Type: Compliance Evaluation
page: 1

Permit SM090901 Owner - Project: Wingate University
Inspection Date: 1012512017 Inspection Type Compliance Evaluation
File Review
Is the permit active?
Signed copy of the Engineer's certification is in the file?
Signed copy of the Operation & Maintenance Agreement is in the file?
Copy of the recorded deed restrictions is in the file?
Comment: A copt of the recorded deed restrictions is not in our file. Please scan and email to
iames.moore [e-mail]
Built Upon Area
Is the site BUA constructed as per the permil and approval plans?
Is the drainage area as per the permit and approved plans?
Is the BUA (as permitted) graded such that the runoff drains to the system?
Comment:
SW Measures
Are the SW measures constructed as per the approved plans?
Are the inlets located per the approved plans?
Are the outlet structures located per the approved plans?
Comment:
Operation and Maintenance
Are the SW measures being maintained and operated as per the permit requirements?
Are the SW BMP inspection and maintenance records complete and available for review or provided to
DWQ upon request?
Comment:
Other Permit Conditions
Is the site compliant with other conditions of the permit?
Comment:
Reason for Visa: Routine
Yes No NA NE
Yes No NA NE
Yes No NA NE
❑ ❑ ❑
■❑❑❑
■❑❑❑
Yes No NA NE
■ ❑❑❑
1111110
Yes No NA NE
■ ❑. ❑ Cl
page: 2

Permit Number: SW 30109 O/
(to be provided by DWQ)
Drainage Area Number: I
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
® does ❑ does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
-- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash debris is present.
Remove the trash debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4
Page 1 of 4

Permit Number: S W 3 01090/
(to be provided by DJVQ)
Drainage Area Number: 1
BMP element:
Potentialproblem:
How I will remediate the roblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.._
Erosion is occurring in the
Regrade the swale if necessary to
swale,
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than s i•a in .
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.
Form SW401-Wet Detention Basin OEM-Rev.4 Page 2 of 4

Permit N umber. -5 W 3 0909 01
(to be proi4ded by D111Q)
Drainage Area Number: I ___
BMP element:
Potentialproblem-
How I will remediate the problem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present,
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 4.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 4.5 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
1 'Pennaneta Pool Elevation 549.50
Sediment Removal .545 YPenanen Pool
---------- -olume Sediment Removal Elevation 545 Volume------------------------------------------ ------
Bottom Elevatio 544 Min. •- _
Seditnent Bottom Elevation 544 1-fi n.
Storage Seditnent
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin 0&M-Rev.4 Page 3 of 4

Permit Number: -S W 3 Ocl09 d 1
(10 he provided by Dld'Q)
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 naine:Leon Levine College of Health Science Building
BMP di-aina e area number, l
Print name:Scott Hunsucker
Title:Assistant Vice President of Business Operations
Address:315 E. Wilson Street, Wingate, NC 28174
Phone:[phone]
Signature:
Date: -ZU 09
C.
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.
a Notary Public for the State of
ICJ c, , County of r) i OVl , do hereby certify that
Sc©4, personally appeared before me this
day of ,'d,009 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SEAL
My commission expires —`� ~a
Form SW401-Wet Detention Basin O&M-Rev.4 Page of 4