SW8090339_CURRENT PERMIT_20220211

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 O °10 33 �1
DOC TYPE)
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2022 OZ I 1
YYYYMMDD

ROY COOPER
Governor
ECIZABETH S. BISEP
secretary
BRIAN WRENN
Director
February 11, 2022
University Housing Group, Inc.
Attn: Robert N. Bradley, President
2770 Electric Road, Suite C
Roanoke, VA 24018
NORTH CAROLINA
Enytrortrnmtaf Quality
Subject: Permit Renewal
Post -Construction Stormwater Management Permit No. SW8 090339
Cove Apartments
New Hanover County
Dear Mr. Bradley:
Effective August 1, 2013 the Post -Construction Stormwater Management Program has been transferred from the
Division of Water Quality ("DWQ") to the Division of Energy, Mineral and Land Resources ("DEMLR" ). All
previous references to DWQ will remain in older permits issued prior to August 1, 2013 until they are modified.
Please note that this permit will now reference DEMLR as the Division responsible for enforcement of the permit.
On August 5, 2009, the Governor signed Session Law 2009406. This law impacted any development approval
issued by the former Division of Water Quality under Article 21 of Chapter 143 of the General Statutes, which
was current and valid at any point between January 1, 2008, and December 31, 2010. The law extended the
effective period of any permit that was set to expire during this time frame to three (3) years from its current
expiration date. On August 2, 2010, the Governor signed Session Law 2010-177, which granted an extra year for
a total of four (4) years extension.
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on February 7, 2022. The Division is hereby notifying you that permit SW8090339 has been
renewed, updated, and re -issued on February 11, 2022, as attached. As requested, a copy of the current operation
and maintenance agreement is also enclosed. Please be aware that the renewal and re -issuance of this stormwater
permit does not imply that the site is currently in compliance.
This permit shall be effective until December 30, 2029, which includes all available extensions, and does not
supersede any other agency permit that may be required. The project shall be subject to the conditions and
limitations as specified therein. This permit does not impose new or increased stormwater control requirements; it
clarifies the rules and requirements of this program to provide you with a better understanding of your obligations
under this permit. Failure to comply with these requirements will result in future compliance problems. Please
note that this permit is not transferable except after notice to and approval by the Division.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the
OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAfl.com. Unless
such demands are made this permit shall be final and binding.
If you have any questions concerning this permit, please contact Ashley Smith in the Wilmington Regional
Office, at [phone] or [e-mail].
Sincerely,
Si
V'_4_t�40
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
noani � F �North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional office 1 127 Cardinal Drive Extension I Wilmington. North Carolina 28405
910.796.7215

State Stormwater Permit No. SW8 090339
Page 2 of 2
Enclosures: Attachment A — Designer's Certification Form
Attachment C — Permitting History
Renewal Application Documents
Copy of the current operation and maintenance agreement
DES/ams: %Stormwater\Permits & Projects\2009\090339 HD\2022 02 permit 090339
cc: Wilmington Regional Office Stormwater File
ft Mz North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

Post -Construction Stormwater Management
Permit No. SW8 090339
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL 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
University Housing Group, Inc.
Cove Apartments
349 Campus Cove, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of an infiltration basin and a sand filter in compliance with
the provisions of Session Law 2006-246 and 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rules') and as outlined in the application, approved stormwater management plans,
supplement, calculations, operation and maintenance agreement, recorded documents,
specifications, and other supporting data (the "approved plans and specifications") as attached and/or
on file with and approved by the Division of Energy, Mineral and Land Resources (the "Division" or
"DEMLR"). The project shall be constructed, operated and maintained in accordance with these
approved plans and specifications. The approved plans and specifications are incorporated by
reference and are enforceable part of this permit.
This permit shall be effective from the date of issuance until December 30, 2029 and shall be subject
to the following specified conditions and limitations. The permit issued shall continue in force and
effect until the permittee files a request with the Division for a permit modification, transfer, renewal, or
rescission; however, these actions do not stay any condition. 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 for cause as allowed by the laws, rules, and regulations contained in Title 15A
NCAC 2H.1000 and NCGS 143-215.1 et.al.
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 Sections 1.10 and 11 of this permit. The stormwater controls, an infiltration basin
and sand filter, have been designed to handle the runoff from 333,574 and 15,493 square feet
of impervious area, respectively.
3. The infiltration basin must be operated with a 30' vegetated filter.
4. The tract will be limited to the amount of built -upon area indicated in Sections 1.10 and 1.11 on
of this permit, and as shown on the approved plans. This permit does not provide any
allocation of built -upon area for future development.
Page 1 of 6

Post -Construction Stormwater Management
Permit No. SW8 090339
5. Additional impervious areas within the Emerson Street and Randall Parkway right-of-ways are
proposed with this project but the runoff from these surfaces cannot be collected and treated
by a stormwater control. A total of 19,277 square feet of impervious area is proposed within
the Emerson Street right-of-way, of which 11,198 square feet is existing and 8,079 square feet
is proposed. A total of 10,226 square feet of impervious area is proposed within the Randall
Parkway right-of-way, of which 5,268 square feet is existing and 4,958 square feet is
proposed. A temporary right turn lane into the development is also proposed along Randall
Parkway right-of-way. This lane will add 2,717 square feet of impervious area to the Randall
Parkway right-of-way. This right turn lane is supposed to be replaced with permanent
improvements that will be proposed with the future Randall Parkway widening project.
6. 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.
7. The runoff from all built -upon area within the permitted drainage area of this project must be
directed into the permitted stormwater control system.
8. The built -upon areas associated with this project shall be located at least 30 feet landward of
all perennial and intermittent surface waters. A minor variance to this requirement has been
granted for the portion of the 5-foot sidewalk located within the 30 foot buffer near the head of
the stream. The proposed improvements will be located as far from the surface water as
physically possible and impacts to the surface water have been minimized. The runoff from
this sidewalk will be collected and treated by the infiltration basin.
9. All runoff being directed into wetlands shall flow into and through those wetlands at a non -
erosive velocity of 2 fps or less.
10. The following design criteria have been permitted for the infiltration basin and must be
provided and maintained at design condition:
a. Drainage Area, acres:
Onsite, ftZ:
Offsite, ftZ:
b. Total Impervious Surfaces, ftZ:
Onsite, ftZ:
Offsite, ftZ:
c. Design Storm, inches:
d. Basin Depth, feet:
e. Bottom Elevation, FMSL:
f. Bottom Surface Area, ftZ:
g. Bypass Weir Elevation, FMSL:
h. Permitted Storage Volume, ft3:
i. Number of Inlets:
j. Type of Soil:
k. Expected Infiltration Rate, in/hr:
I. Seasonal High Water Table, FMSL:
m. Time to Draw Down, hours:
n. Receiving Stream/River Basin:
o. Stream Index Number:
p. Classification of Water Body:
10.87
473,552
none
333,574
333,574
none
1.50
2.40
30.50
14,056
32.90
40,583
10
Sand w/ Clay
1.30
28.43
1.11
UT to Burnt Mill Creek / Cape Fear
18-74-63-2-1
" C, Sw"
Page 2 of 6

Post -Construction Stormwater Management
Permit No. SW8 090339
11. The following design criteria have been permitted for the sand filter and must be provided and
maintained at design condition:
a. Drainage Area, acres:
Onsite, ft':
Offsite, ft':
b. Total Impervious Surfaces, ft':
Onsite, ft':
Offsite, ft':
c. Design Storm, inches:
d. Depth of Sediment Chamber Storage, ft:
e. Depth of Sand Chamber Storage, ft:
f. Depth of Sand Media, ft:
g. Sediment Chamber Bottom Elev. fmsl:
h. Sand Chamber Bottom Elev., fmsl:
i. Sediment Chamber Surface Area, ftz:
j. Sand Chamber Surface Area, ft':
k. Weir Elevation, fmsl:
I. Maximum Head on Filter, feet:
m Permitted Storage Volume, ft':
n. Orifice Diameter, inches:
o. Time to Draw Down, hours:
p. Seasonal High Water Table, FMSL:
q. Receiving Stream / River Basin:
r. Stream Index Number:
s. Classification of Water Body:
It. SCHEDULE OF COMPLIANCE
0.40
17,471
none
15,493
other BUA
none
1.50
3.20
3.20
1.50
26.00
26.00
280
200
30.70
3.00'
1,440
6.0110
15.84
25.67
UT to Burnt Mill Creek / Cape Fear
18-74-63-2-1
" C, Sw"
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. Infiltration systems should not be used as erosion control
devices, due to the potential clogging. 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.
3. The permittee is responsible for verifying that the proposed built -upon area for the entire
project does not exceed the allowable built -upon area.
4. 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.
5. The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at the design condition. 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 bypass structure, infiltration media, flow spreader, catch
basins, piping and vegetated filter.
g. A clear access path to the components of the system, including the bypass structure, must
be available at all times.
Page 3 of 6

Post -Construction Stormwater Management
Permit No. SW8 090339
6. Records of maintenance activities must be kept for each permitted BMP. The reports will
indicate the date, activity, name of person performing the work and what actions were taken.
7. The permittee shall submit to the Division an annual summary report of the maintenance and
inspection records for each BMP. The report shall summarize the inspection dates, results of
the inspections, and the maintenance work performed at each inspection.
8. The facilities shall be constructed, operated and maintained in accordance with the provisions
of this permit, the approved plans and specifications, and the supporting documents attached
to this permit and on file with the Division.
9. 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.
10. Access to the stormwater facilities shall be maintained via appropriate easements at all times.
11. The Director may notify the permittee when the permitted site does not meet one or more of
the minimum requirements of the permit. Within the time frame specified in the notice, the
permittee shall submit a written time schedule to the Director for modifying the site to meet
minimum requirements. The permittee shall provide copies of revised plans and certification in
writing to the Director that the changes have been made.
12. No person or entity, including the permittee, shall alter any component shown in the approved
plans and specifications. Prior to the construction of any modification to the approved plans,
the permittee shall submit to the Director, and shall have received approval for modified plans,
specifications, and calculations including, but not limited to, those listed below. For changes to
the project or SCM that impact the certifications, a new or updated certification(s), as
applicable, will be required and a copy must be submitted to the appropriate DEQ regional
office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including
the SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the
project and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), the stormwater collection system and/or
vegetative conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. Adding the option to use permeable pavement or #57 stone within the lots as a
permeable surface. The request may require a proposed amendment to the deed
restrictions and protective covenants for the subdivision to be submitted and recorded.
g. The construction of any permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a permeable surface that were not included in
the approved plans and specifications.
h. Other modifications as determined by the Director.
III. GENERAL CONDITIONS
CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions. This includes actions required by this
Division and the stormwater rules such as the construction of additional or replacement on -site
stormwater systems. These additional or replacement measures shall receive a permit from
the Division prior to construction.
Page 4 of 6

Post -Construction Stormwater Management
Permit No. SW8 090339
PERMIT RENEWAL. A permit renewal request must be submitted at least 180 days prior to
the expiration date of this permit. The renewal request must include the appropriate
application, documentation and the processing fee as outlined in Title 15A NCAC
02H.1045(3).
CHANGES TO THE PROJECT NAME, PERMIT -FEE NAME OR CONTACT INFORMATION.
The permittee shall submit a completed Permit Information Update Application Form to the
Division within 30 days to making any one of these changes.
4. TRANSFER. This permit is not transferable to any person or entity except after notice to and
approval by the Director. Neither the sale of the project and/or property, in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2). This
request must be submitted within 90 days of the permit holder meeting one or more of
the following:
i. A natural person who is deceased,
ii. A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved;
iii. A person or entity who has been lawfully and finally divested of title to the
property on which the permitted activity is occurring or will occur through
foreclosure, bankruptcy, or other legal proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the
permitted activity is occurring or will occur, except in the case of an individual
residential lot sale that is made subject to the recorded deed restrictions and
protective covenants;
V. The assignment of declarant rights to another individual or entity;
vi. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of NCGS 143-214.7(c2),
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site
inspection will be conducted by Division personnel to ensure the permit conditions
have been met and that the project and the on -site stormwater system complies with
the permit conditions. Records of maintenance activities performed to date may be
requested. Projects not in compliance with the permit will not be transferred until all
permit and/or general statute conditions are met.
COMPLIANCE. The permittee is responsible for compliance with the terms and conditions of
this permit until the Division approves the transfer request.
a. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans,
application, supplement, operation and maintenance agreement, all applicable
recorded documents, and specifications shall be maintained on file by the permittee at
all times.
b. DIVISION ACCESS. The permittee grants Division Staff permission to enter the
property during normal business hours to inspect all components of the permitted
project.
c. ENFORCEMENT. Any individual or entity found to be in noncompliance with the
provisions of a stormwater management permit or the requirements of the stormwater
rules is subject to enforcement procedures as set forth in NCGS 143 Article 21.
d. ANNUAL CERTIFICATION. The permittee shall electronically submit to the Division an
annual certification completed by either the permittee or their designee confirming the
projects conformance with permit conditions
Page 5 of 6

Post -Construction Stormwater Management
Permit No. SW8 090339
e. OBTAINING COMPLIANCE. 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 modified plans and certification in writing to the Director that the
changes have been made.
OTHER PERMITS. The issuance of this permit does not preclude the permittee from
complying with and obtaining any other permits or approvals that are required for this
development to take place, as required by any statutes, rules, regulations, or
ordinances, which may be imposed by any other Local, State or Federal government
agency having jurisdiction. Any activities undertaken at this site that cause a water
quality violation or undertaken prior to receipt of the necessary permits or approvals to
do so are considered violations of NCGS 143-215.1, and subject to enforcement
procedures pursuant to NCGS 143-215.6.
Permit renewed, updated and reissued this the 11 th day of February 2022.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
t Brian Wrenn, Directdr
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 6 of 6

Attachment C - Permitting History
Cove Apartments
Permit No. SW8 090339
Approval
Date,
Permit
Action
BIMS
Version
Description of the Changes'
9/21/2009
Original
Approval
1.0
2/11/2022
Renewal
2.0
Expires December 30, 2029

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Sand Filter Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity of
structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures
— The drainage area will be carefully managed to reduce the sediment load to the
sand filter.
— Once a year, sand media will be skimmed.
— The sand filter media will be replaced whenever it fails to function properly after
vacuuming.
The sand filter will be inspected quarterly 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 will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be
repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The adjacent pavement
Sediment is present on the
Sweep or vacuum the sediment as
(if applicable)
pavement surface.
soon as possible.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
sand filter
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
Ion
approximately six inches.
The flow diversion
The structure is clogged.
Unclog the conveyance and dispose
structure
of any sediment off -site.
The structure is damaged.
Make any necessary repairs or
replace if damage is too large for
repair.
The pretreatment area
Sediment has accumulated to
Search for the source of the
a depth of greater than six
sediment and remedy the problem if
inches.
possible. Remove the sediment and
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 a pesticide is used, wipe it
on the plants rather than spraying.
(� ' U 1T 9 Y
Form SW401-Sand Filter O&M-Rev.3 I l AUG [j 7 �0q 01'age 1 of
DWQ

BMP element:
Potentialproblem:
How I will remediate theproblem:
The filter bed and
Water is ponding on the
Check to see if the collector system
underdrain collection
surface for more than 24
is clogged and flush if necessary. If
system
hours after a storm.
water still ponds, remove the top
few inches of filter bed media and
replace. If water still ponds, then
consult an expert.
The outflow spillway
Shrubs or trees have started
Remove shrubs and trees
and pipe
to grow on the embankment.
immediately.
The outflow pipe is clogged.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
The outflow pipe is damaged.
Repair or replace the pipe.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
;i'JG 0 7
D\NQ
PROJ tt --
Form SW401-Sand Filter O&M-Rev.3
Page 2 of 3

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Campus Cove Apartments
BMP drainage area number:DA-2
Print name:
Title:President / University Housing
Address:306 McClanahan St, Suite F, Roanoke, VA 24014
Si
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, b,� WV 1--i I Pr 1�iC \ M Fl l� , a Notary Public for the State of
IJ \P\C-x\ County of \�OJ\ti0KE , do hereby certify that
'ii 11 S �4ZR�LE`i personally appeared before me this Cf 40
day of k'SNgY 200, and acknowledge the due execution of the
forgoing sand filter maintenance requirements. Witness my hand and official seal,
{C : RECa. pi040559 : �_ C
- o • Nr E%ptE510N � c�
fA I �`E ,`•
SEAL
My commission expires `1-31- 2Q 1 O
Form SW401-Sand Filter O&M-Rev.3
i� E v �= AUG02009�D
DINO.
FROJ n
Page 3 of

Permit Number: DI ;S a�
(to be provided by DWQ)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC, 1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
— Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
system
The flow splitter device
The flow splitter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of any sediment off -site.
The flow splitter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
npECEPVE
IfIl AUG 0 7 2009
DWO
PROJ #
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page I o173

BMP element:
Potentialproblem:
How I will remediate theproblem:
The swale and the level
The swale is clogged with
Remove the sediment and dispose
lip
sediment.
of it off -site.
The level Hp is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
Regrade the soil to create a berm
end of the level spreader that
that is higher than the level lip, and
shows stormwater has
then plant a ground cover and
bypassed it.
water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun
Remove them.
to grow on the Swale or just
downslo e of the level lip.
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is
Study the site to see if a larger
damaged or ripap is rolling
bypass channel is needed (enlarge if
downhill.
necessary). After this, reestablish
the erosion control material.
The filter strip
Grass is too short or too long
Maintain grass at a height of
if applicable).
approximately three to six inches.
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on
Remove the sediment and
the filter strip.
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated.
Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality local Regional Office, or the
outlet.
401 Oversight Unit 1a73 -17
M '�_' is
III
V
11
DWG?
PROJ #
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 3��

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Campus Cove Apartments
BjVP drainage area number:
Print name:Wes Bradley
Title:President / University Housing
Address:306 McClanahan St. Suite F, Roanoke, VA 24014
Phone:[phone]
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.
F - V:cI mAN , a Notary Public for the State of
v \R(a\lei IR County of do hereby certify that
\ t) E S -;?, personally appeared before me this q 4-h
day of M M 200g , and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
Ca � NOTARY '••'�y
PUBLIC
x7040557;*
o NY CONNISSION ; z
+1G EXPI ES
FA( i H
'"'hm1111a0•.
SEAL
My commission expires `1-3i-2GlC•
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev3 Page 3 of 3

'�O
PermitNumber: �. �i�`; `S:`� 5 Z
(to be provided by DWQ)
Drainage Area Number:
Infiltration 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.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
— The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter 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 will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration 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.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
ECFIvED
I
AUG 0 7 2009
Form SW401-Infiltration Basin O&M-Rev3 PRWgit

BMP element:
The forebay
The main treatment area
The embankment
The outlet device
The receiving water
Potential problem:
Sediment has accumulated
and reduced the depth to 75%
of the original design depth.
Erosion has occurred or
riprap is displaced.
Weeds are present.
A visible layer of sediment
has accumulated.
Water is standing more than
5 days after a storm event.
Weeds and noxious plants are
growing in the main
treatment area.
Shrubs or trees have started
to grow on the embankment.
An annual inspection by an
appropriate professional
shows that the embankment
needs repair.
Clogging has occurred
The outlet device is damages
Erosion or other signs of
damage have occurred at the
outlet.
How I will remediate the problem:
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
Replace the top few inches of filter
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Remove the plants by hand or by
wiping them with pesticide (do not
Remove shrubs or trees
Make all needed repairs.
Clean out the outlet device. Dispose
of the sediment off -site.
Repair or replace the outlet device.
Contact the NC Division of Water
Quality 401 Oversight Unit at 919-
733-1786.
E C F II V f_ D
AUG 0 7 2009
DWQ
Form SW401-Infiltration Basin O&M-Rev.3

Permit Number.
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: Campus Cove Apartments
BMP drainage area number:
Print name: Wes Bradley
Title: President / University Housine
Address:306 McClanahan St, Suite F, Roanoke VA 24014
Date: :5—` �l - �-
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.
1, HijT 1i 1 k , a Notary Public for the State of
\i�c-,\ N t N County of VO1cNOK� , do hereby certify that
WES t��RDLE` personally appeared before me this
day of MAC 206 CA . and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
,,puu n nt,rr�
i�.,
G; NO TARY'y9
PUBLIC
- C REG. x7040557=*=
%o. MY COMMISSIn.:
4ITH 0
SEAL
My commission expires `l — 3 1- 20 10
nDECE IV FO
n AUG 0 ; 2009
DWO
PROJ #
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

Date Re eived
Fee Paid
Permit Number
0012
=
1 SWY O 033
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60. (c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: S 14/8 aq0 3 3 9
2. Project name: t✓Q ro \ : n q Go y e- to nr-�-M42n+S
3. Project street address:
City: Y✓�\q r��
County:
4. What, if any, changes have been made to the project as permitted?
G]
or z I P : ZBzlo3
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at: https://deg.nc.gov/about/divisions/energv-
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https://deg.nc.gov/about/divisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's
2. Signing Official's Name:
Name/Organization: V2rS \ 6Q,6!25
3. Signing Official's Title: VreS ckcr\-i
4. Mailing Address: _ 7-170 E1,:nC-V�e- Sr �•i��
City: Roo.nolL2 State: 11A- ZIP: �uQlg
5.
1.1
Street Address: 27 % O E lle r
City: 9o4-n0K2
Phone: (5210) 7 G7- 7 \ 1 t7 Email:
ZIP: Z40117
FEB 0 7 20i2
�t
BY: _---- -
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/0RV19. Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required Information is provided in the application package:
1. A permit application processing fee of $505.00 payable to NCDEQ.
2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president; —
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
I. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
4. O&M Agreements, Please select one:
❑ I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
1 do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
5. Designer Certifications, Please select one:
A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sosnc.goy/online services/search/by title/ Business Registration
FEB 0 7 2022 q '
Ii
RV•
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
I, _ k o be.-+ N Qrjley , the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or buiH-upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, correct a com e
NOTARIZATION:
this the Z+PN day of
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature:
My commission
8 - JO - _2a
a Notary Public for the State of
do hereby certify
personally appeared before me
20�, and acknowledge the due
JEANNIE CARROLL
x° `h=_State of Florida -Notary Public
®A` Commission # GG 213946
Commission Expires
August 20, 2022
A.
FEE) 0 7 2022
I
ov.
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Permit Number :5 im 3T
(to be provided by DWO)
e
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form must be filled out on line, printed and submitted with all of the required information.
Make sure to also fill out and submit the Required Items Checklist (Section 111) and the 1&M Agreement (Section IV)
I. PROJECT INFORMATION
Project name Cove Apartments
Contact name
Phone number
Date
Drainage area number
II. DESIGN INFORMATION
Site Characteristics
Withers & Ravenel
910-256-9277
September 8, 2009
DA-2
Drainage area (AD) 17,471.00 fl2
Impervious area
15,493.00 it
% Impervious (IA)
887%
Design rainfall depth (Ro)
1.50 in
Peak Flow Caaculkat`i\ns CN n�t$�oy
_(Y5
1
in
1 -yr, 24-hr intensity
p.lb i in/hr
Pre -development 1-yr, 24-hr runoff
0.40 h /sec
Post -development 1-yr, 24-hr runoff
2,16 ft3/sec
Pre/Post 1-yr, 24-hr peak control
1.76 ff3/sec
Storage Volume
Design volume (WQV) 1,852.00 fl3
Adjusted water quality volume (WQVAdi) 1,389.00 ft3
Volume contained in the sedimentation basin and on top of the sand filter 1,440.00
Maximum head on the sedimentation basin and sand filter (hMaxFinar) 3.00 It
Average head on the sedimentation basin and sand filter (hA) 1.50It
Runoff Coefficient (Rv) 0.85 (unitless)
Type of Sand Filter
Open sand filter? N Y or N
If this is an open sand filter: The clearance between the bottom of the sand ft
filter and the SHWT (dSHwr)
Closed/pre-cast sand filter? Y Y or N
If this is a closed sand filter: The clearance between the bottom of the sand 1.33 It
filter and the Si (dsHwr)
If this is a closed, underground closed sand filter: The clearance between
the surface of the sand filter and the bottom of the roof of the underground 5.00 it
structure (ds.... )
O�Y
OK
''E,C EIV!1ED
CtJ
BY:
OK
OK
OK
Form SW401-Sand Filter-Rev.4 Parts I and IL Project Design Summary, Page 1 of 3

•
Permit Number'�j\,ej11 010 �57
(to be provided by DWO)
Sedimentation Basin
OK Meets minimum, but may need to be increased to
Surface area of sedimentation basin (As)
280.00 ft2
contain the required volume if error under Storage
Volume section.
Sand Filter
Increase surface area.This will also increase the
Surface area of sand filter (AF)
200.00 ft'
system's ability to contain the adjusted water quality
volume (a requirement above).
Depth of the sand media filter bed (dF)
1.50 it
Coefficient of permeability for the sand filter (k)
3.50 (ft/day)
Time to drain the sand filter (t)
15.84 hours
OK. Submit drainage calculations.
Time to drain the sand filter (t)
0.66 days
Additional Information
Does volume in excess of the design volume bypass the sand filter?
Y
Y or N
OK
Is an off-line flow -splitting device used?
Y
Y or N
OK
Does volume in excess of the design volume flow evenly distributed through a
N
Y or N
Excess volume
must pass through filter.
vegetated filter?
What is the length of the vegetated filter?
it
Does the design use a level spreader to evenly distribute flow?
Y or N
Is the BMP located at least 30ft from surface waters (5011 if SA waters)?
Y
Y or N
OK
If not a closed bottom, is BMP located at least 100ft from water supply wells?
Y or N
Are the vegetated side slopes equal to or less than 3:1
Y or N
Is the BMP located in a recorded drainage easement with a recorded access
Y
Y or N
OK
easement to a public Right of Way (ROW)?
What is the width of the sedimentation chamberlforebay (Wse,)?
7.00 ft
OK
What is the depth of sand over the outlet pipe?
1.00 ft
OKFigure
=BYL
1: Open Sand Filter
tieJwicirtai Soul Film
ilawhrr C h:uul rer
ipr F,xehacl .�
dF
ian
lVS-d
Form SW401-Sand Filter-Rev.4 Parts I and II. Project Design Summary, Page 2 of 3

Permit Number: i
,033`5.
(to be provided by DWO)
Figure 2: Closed Sand Filter
o iil alcs
Wtir \\
FI.w
\�\ �'E 3and
�. i udo Pipc
to I
Flub I'bpece
1
F pr (IF
cull:llll nl III.IICI 1:111 % .- ... .............................
LI-tlilu Soil vl}11 ' Iae'n�'
.....................
Sea:,nlabh HI-L
NV.11" TaLlz
—1
Wala tie diwaJali.nl CL:mlba iP,il eL:n'f i tiaud Fiha Clrnubzl
f"nllzRz,l li{r,,vy lafimmG, ITlappnl &i6ds)
S'd
aD E C 6 Q CY
AUG 0 7 2009
Owo
PROJ If
Form SW401-Sand Filter -Rev 4 Parts I and II. Project Design Summary, Page 3 of 3

Permit No. 6o'-1'C
(to be provided by D WQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal
package will result in a request for additional information. This will delay final review and approval of the project. Initial
in the space provided to indicate the following design requirements have been met. If the applicant has designated an agent, the
agent may initial below. If a requirement has not been met, attach justification.
Initials Pagel Plan
Sheet No.
c - 4.2 1. Plans (1" - 50' or larger) of the entire site with labeled drainage area boundaries
- System dimensions (length, width, and depth) for both the sedimentation chamber and the filter
chamber
- Maintenance access,
- Flow splitting device,
- Proposed drainage easement and public right of way (ROW),
- Design at ultimate build -out,
- Off -site drainage (if applicable), and
- Boundaries of drainage easement.
H7_A C-1.1 2. Plan details (1" = 50' or larger) for the sand filter showing:
- System dimensions (length, width, and depth) for both the sedimentation chamber and the filter
chamber
- Maintenance access,
- Flow splitting device,
- Proposed drainage easement and public right of way (ROW),
- Design at ultimate build -out,
- Off -site drainage (if applicable), and
- Boundaries of drainage easement.
MYA C-'T. t 3. Section view of the sand filter (V = 20' or larger) showing:
- Depth(s) of the sedimentation chamber and sand filter chamber,
- Depth of sand filter media
Connection between the sedimentation chamber and the sand filter chamber,
SHWT level(s)
Outlet pipe, and
Clearance from the surface of the sand filter to the bottom of the roof of the underground structure (if
applicable)
MV_A w CAaS 4. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWO, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
M RA- cto 5. Supporting calculations (including drainage calculations)
HRA &Joyd 6. Signed and notarized operation and maintenance (0&M) agreement
MTA &Jp.— 7. A copy of the deed restrictions (it required).
AUG 0 7 2009
DWQ
PROJ If
Form SW401-Sand Filter-Rev.4 Part III, Page 1 of 1

G
NCDENR
Swa ogcls3T
O=pe WATE'q
h
0
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)I
rrolect name
Contact name
Phone number
Dale
Drainage area number
Campus Cove Apa
Withers & Ravenel
910-256-9277
17,2009
II. DESIGN INFORMATION
For Level Spreaders Receiving Flow From a BMP
Type of BMP Infiltration Basin & Underground Detention
Drawdown flow from the BMP 8.85 cis
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak flow from the 1 inlhr storm
Time of concentration
Rainfall intensity, 10-yr storm
Peak flow from the 10-yr storm
Where Does the Level Spreader Discharge?
To a grassed bioretenlion cell?
To a mulched bioretention cell?
To a wetland?
To a filter strip or riparian buffer?
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
Width of dense ground cover
Width of wooded vegetation
Total width
Elevation at downslope base of level lip
Elevation at top of bank of the receiving water
Slope (from level lip to to top of bank)
Are any draws present?
Level Spreader Design
Forebay surface area
Feet of level lip needed per cis
Answer "Y" to one of the following:
Length based on the 1 inlhr storm?
Length based on the 10-yr storm?
Length based on the BMP discharge rate?
Design flow
Is a bypass device provided?
Do not complete this section of the worksheet
it
Do not complete this section of the worksheet.
jt2
Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
Do not complete this section of the workshe h
cis
Do not complete this section of the worksheet.
min
Inlhr
Do not complete this section of the worksheet.
cis
Do not complete this section of the workshe h
(Y or N)
(Y or N)
(Y or N)
Y (Y or N) Please complete filter strip characterization below.
fl
30.00
ft
it
30.00
ft
26.20
fmsl
25.50
first
2.33
%
N
(Y or N)
sq it
13 fdcfs
N
(Y or N)
Y
(Y or N)
Y
(Y or N)
8,85
cfs
Y
(YorN)
OK
OK
No forebay Is needed.
A bypass device is not needed.
�ECEoVE
AUG 0 7 2009
DWQ
PROJ If
Form SW401-1-evel Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 1 of 2

r ..
Length of the level lip 115.00 ft
Are level spreaders in series? N (Y or N)
#VALUE!
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
(Y or N)
Does the channel enter the stream at an angle?
(Y or N)
Dimensions of the channel (see diagram below):
M
ft
B
ft
W
ft
y
ft
Peak velocity in the channel during the 10-yr storm
cfs
Channel lining material
M
4 B i
; i
---------�
M
n9E C E u V ED
AUG 0 7 2009
PROJ #
DWQ
Form SW401-Level Spreader, Filter Sint, Restored Riparian Buffer-Rev.5 Pads I. and IL Design Summary, page 2 of 2

5m t uio:�31
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet No.
r nea c-4.2 1. Plans IV - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Forebay (if applicable),
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW), and
Boundaries of drainage easement.
MZ14 c.- 4.0 2. Plan details (1"= 30' or larger) for the level spreader showing:
4.2 Forebay (if applicable),
High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Proposed drainage easement, and
Design at ultimate build -out.
M1za c- 4.2 3. Section view of the level spreader (l" = 20' or larger) showing:
Underdrain system (if applicable),
Level lip,
Upslope channel, and
Downslope filter fabric.
MZA AA+d.6e� 4. A date -stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
MY.A C- G . 0 5. A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area is stabilized.
M2A En<losecl 6. The supporting calculations.
M17-a, E„ Aa_-,el 7. A copy of the signed and notarized operation and maintenance (08M) agreement.
Mi N A 8. A copy of the deed restrictions (if required).
AUG 0 7 2009
�Wa
PROJ #
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Part III, page 1 of 1

Permit No. J\47 N035`4__
(to be provided by DWQ)
Ao? C W AT,,
©r STORMWATER MANAGEMENT PERMIT APPLICATION FORM
NCDENR 401 CERTIFICATION APPLICATION FORM o�
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project Name
COVE APARTMENTS
Contact Person
Withers 8 Ravenel
Phone Number
910-256-9277
Date
918I2009
Drainage Area Number
DA-1
II. DESIGN INFORMATION
Site Characteristics
Drainage area
473,552.00
1?
Impervious area
333,574.00
h2
REC-t-I VED
Percent impervious
0.70
Design rainfall depth
1.50
in
`E ru �flli^
Peak Flow Calculations
e
1-yr, 24-hr rainfall depth
3.83
in
[By:
1-yr, 24-hi intensity
0.16
Inmr
--------�
Pre -development 1-yr, 24-hr discharge
8.37
h3isec
Post -development l-yr, 24-hr discharge
45.47
ft3isec
Pre/Post 1-yr, 24-hr peak flow control
37,10
ft3lsec
Storage Volume: Non -SA Waters
Minimum design volume required
40,487.00
ft3
Design volume provided
40.583.00
ft3
OK for non -SA waters
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum required volume
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom Surface Area
3
It
It
ft 3
ft 3
See Soils Report
1.30 inlhr
28.43 fmsl
days
3.00
:1
30.50
fmsl
32.90
fmsl
19,816.00
It
34,00
fmsl
60.00 ft
325.00 It
14,056.00 ft3
OK
OK
OK
Form SW401-Infiltration Basin-Rev.4
Parts I. 8 IL Design Summary, Page 1 of 2

Permit No. " W e M 337
(to be provided by DWO)
Additional Information
Maximum runoff to each inlet to the basin?
Length of vegetative filter for overflow
Distance to structure
Distance from surface waters
Distance from water supply well(s)
Separation from impervious soil layer
Naturally occuring soil above shwl
Bottom covered with 4-in of clean sand?
Proposed drainage easement provided?
Capures all runoff at ultimate build -out?
Bypass provided for larger storms?
Pretreatment device provided
1.09
ac-in
ON
30.00
It
OK
73.00
It
OK
75.00
ft
OK
NA
ft
OK
2.07
If
ON
5.00
11
ON
y
(Y or N)
OK
y
(Y or N)
OK
y
(Y or N)
OK
y
(Y or N)
OK
C1,) Basins wl Sumps
JI N-J r,I`% 17
CEP
BY:
Form SW401-Infiltration Basin-Rev.4
Parts I. & If Design Summary, Page 2 of 2

/ Permit No. S l:.°. i�U��r Cti 3 �5
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
MzA C - 3.0
1. Plans (1" - 50' or larger) of the entire site showing:
4.1
Design at ultimate build -out,
4.2
Off -site drainage (if applicable),
7.2
Delineated drainage basins (include Rational C coefficient per basin),
7.3
Basin dimensions,
7.4-
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
tf'A c- 4.Z
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
7. Z
Bypass structure,
7.3
7.4
Maintenance access.
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
Vegetated filter, and
Pretreatment device.
t.A 0A - C --1.4
3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
u &,- Inlet and outlet structures.
rt1zA c---1,4 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
r 2n wl cA r-c-s 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
"JeA 6lclosed 7. The supporting calculations.
net Enclosii 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
M201 N A 9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.4
fr.,ri.
Y
Page 1 of 1 Part III. Required Item;_6PE&list, Page 1 of 1

State Stormwater Management Systems
Permit No. SW8 090339
Cove Apartments
Stormwater Permit No. SW8 090339
New Hanover County l
Designer's Certification
Joseph S. Boyd , as a duly registered Engineer in the
State of North Carolina, having been authorized to obsery eriodica eekly/ full
time) the construction of the project,
Carolina Cove Apartments
(Project)
for university Housing Group, Inc. (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 /',{y/ �•/ ; �N CARo oR ......... 44t,
Registration Number 039311?Q�oFESsipti9`v
Date '7/1041 = SEAL
39113 =
�NGINEF'�'�p ,
�SfPHS BOy
C lreE cyc \M1 (l°9
C�
�Sfvmy�
MIECEIVE
JUL 10 2013
BY:
Page 9 of 10

State Stormwater Management Systems
Permit No. SW8 090339
Certification Requirements:
l/1. The drainage area to the system contains approximately the permitted
/ acreage.
V 2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
V/ 3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
t/ 4. All roof drains are located such that the runoff is directed into the system.
-5. The bypass structure weir elevation is per the approved plan.
/
v 6. The bypass structure is located per the approved plans.
-77. A Trash Rack is provided on the bypass structure.
78. 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.
1/ 11. The permitted amounts of surface area and/or volume have been
/ provided.
7-t/ 12. All required design depths are provided.
13. All required parts of the system are provided.
714. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
New Hanover County Building Inspections
Page 10 of 10