SW8990923_Current Permit_20171101

Energy, Mineral &
Land Resources
ENVIRONMENTAL GUALITV
November 1, 2017
Mr. Jim Morton, Acting President
Cape Fear Community College
411 North Front Street
Wilmington, NC 28401
Subject: State Stormwater Management Permit No. SW8 990923
Cape Fear Community College North Campus
High Density Project
New Hanover County
Dear Mr. Morton:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TRACY DAVIS
Director
The Wilmington Regional Office received a complete, modified State Stormwater Management Permit
Application for the subject project on October 31, 2017. 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 effective September 1, 1995. We are forwarding modified Permit No. SW8 990923
dated November 1, 2017, for the construction, operation and maintenance of the stormwater control
measures (SCMs), built -upon areas, as well as the stormwater collection system and/or vegetated
conveyance system associated with the subject project. Please add the attached plans to the previously
approved plan set.
This permit shall be effective from the date of issuance until January 28, 2022 and shall be subject to the
conditions and limitations as specified therein, and does not supersede any other agency permit that may
be required. Please pay special attention to the permit conditions regarding the operation and
maintenance of the SCMs, stormwater collection system, and/or vegetated conveyances; the limitation of
built -upon area; modification of the project; the procedures for changing ownership of and/or transferring
the permit; and the need to renew the permit. Please also pay attention to the permit conditions that
requires the recordation of deed restrictions and protective covenants, easements, and the maintenance
agreement, which must all be provided along with certification upon completion of the project. Failure to
comply with these requirements will result in future compliance problems.
The following modifications are included and covered by this permit: Pond 5 has been reallocated
as shown in Table 1.
Table 1
Pond 5
8/11/15
11/1/17
Impervious Surfaces:
128 136
128,136
Buildings:
26,780
1 27,436
Parking:
96 534
95,878
Sidewalk:
4 822
4,822
Future:
0
0
ftZ
ftZ
ftZ
ftZ
ftZ
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Wilmington Regional office 1 127 Cardinal Drive Extension I Wilmington, NC 2WS
910 796 7215

State Stormwater Permit Nu. SW8 990923
Page 2 of 2
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adiudicatory 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.NCOAH.com. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Kelly
Johnson in the Wilmington Regional Office, at [phone].
Sincerely,
'rTracy Davis, E., Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A — Designer's Certification Form
GDS/kpj: \\\Stormwater\Permits & Projects\1999\990923 HD\2017 11 permit 990923
cc: Howard Resnick, PE, CSD Engineering
Inspector, New Hanover County Building Inspections
NCDOT District Engineer
New Hanover County Engineering
Wilmington Regional Office Stormwater File
State of North Carolina I Environmental Quality 1 Energy. lAineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington. NC 28405)
910 796 7215

State Stormwater Management Systems
Permit No. SW8 990923
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Trustees of Cape Fear Community College
Cape Fear Community College - North Campus
4500 Blue Clay Road, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of five (5) wet detention ponds in compliance
with the provisions of 15A NCAC 2H .1000, effective September 1, 1995 (hereafter
referred to as the "stormwater rules') and the approved stormwater management plans
and specifications and other supporting data as attached and on file with and approved
by the Division of Energy, Mineral and Land Resources and considered a part of this
permit.
This permit shall be effective from the date of issuance until January 28, 2022 and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the appliration and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 of this permit. The stormwater controls
designated as Ponds 1, 2, 3, 4, and 5 have been designed to handle the runoff
from a total of 1,268,467 ft2, 280,526 ft2, 1,219,680 ft2, 536,037 ft2, and 128,136
ft2, respectively, of built -upon area.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. The built -upon area within each pond's drainage area will be limited to the amount
of built -upon area indicated in Section 1.2 and 1.6 of this permit, the approved plans
and application.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 990923
5. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
6. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
a. Drainage Area, acres:
Onsite:
Offsite:
b. Impervious Surfaces, ft2:
Buildings, ft2:
Street, ft2:
Parking, ft2:
Sidewalk, ft2:
Other, ft2:
Future Area, ft2:
c. Pond Depth, feet:
d. Permanent Pool Elev., FMSL:
e. PP Surface Area, ft2:
f. Storage Volume Provided, ft3:
g. Storage Elevation, FMSL:
h. Controlling Orifice Pipes:
i. Permanent Pool Volume, ft3:
j. Maximum Fountain HP:
k. Forebay Volume, ft'
I. Receiving Stream:
m. Index Number:
n. Classification:
II. SCHEDULE OF COMPLIANCE
Pond 1 Pond 2 Pond 3 Pond 4 Pond 5
41.60 9.20 40.00 14.48 3.85
1,812,096 400,752 1,742,400 630,749 167,644
0 0 0 0 0
1,268,467 280,526 1,219,680 536,037 128,136
31,363
15,790
189,626
25,265
27,436
11,761
33,625
74,488
13,939
0
91,040
68,598
617,508
361,112
95,878
31,220
1,560
148,248
871
4,822
0
1,313
46,174
32,060
0
1,103,083
159,640
143,636
102,790
0
6.00
5.00
5.50
4.50
4.50 (avg)
27.50
25.00
25.00
27.50
30.0
96,948
31,061
78,605
43,456
15,983
104,265
25,732
99,785
46,300
29,366
28.55
25.80
26.20
28.50
31.50
3 @3.0" cp
1 @2.0" cp
2 @3.0" cp
1 @3.0" cp
1 @2.0" cp
515,398
100,021
260,854
142,780
67,943
2
1/3
1
1/2
1/4
105,041
20,404
59,461
29,250
14,013
Prince
George Creek
CPF23 (18-74-53)
"C; Sw"
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 except roads.
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 inrhidinn but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch
basins and piping.
g. Access to the outlet structure must be available at all times.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 990923
4. Records of maintenance activities must be kept and made available upon request
to authorized personnel of DEMLR. The records will indicate the date, activity,
name of person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the foiiowing criteria:
a. The fountain draws its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the deepest
part of the pond.
C. The fountain may not be located in the forebay.
d. The falling water from the fountain must be centered in the main pond,
away from the shoreline.
e. The maximum horsepower for the fountain's pump is based on the
permanent pool volume and is listed in Section 1.60) of this permit. Where
the permanent pool volume is less than 30,000 ft3, no fountain is allowed.
6. 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.
7. 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.
8. 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.
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 the approved plans, regardless of size.
b. Redesign or audition to the approved amount of buiit-upon area.
C. Further development, subdivision, acquisition, or sale of any, all or part of
the project area.
d. Alteration of any aspect of the approved stormwater drainage system
and/or the approved stormwater BMPs.
e. The construction of any permitted future development areas shown on the
approved plans.
10. The Director may determine that other revisions to the project should require a
modification to the permit.
11. A copy of the permit, application, supplements, approved plans and specifications
shall be maintained on file by the Permittee for the life of the project.
12. The permittee is responsible for verifying that the proposed built -upon area does
not exceed the allowable built -upon area.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 990923
13. The runoff from all built -upon area within the specified drainage areas of the
project must be directed into the appropriate stormwater control system.
14. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The 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 to any person or entity without notice to and
approval by the Director. At least 30 days prior to a change of ownership, or a
name change of the Permittee or of the project, or a mailing address change, the
permittee shall submit a completed and signed Name/Ownership Change Form
to the Division accompanied by the supporting documentation as listed on the
form. The approval of this request will be considered on its merits and may or
may not be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division deems the project to be in compliance
and approves the transfer.
2. Any individual or entity found to be in non-compliance with the provisions of this
stormwater management permit or the requirements of the stormwater rules, is
subject to enforcement procedures as set forth in NCGS 143, Article 21.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, the Permittee shall
take immediate corrective action, including those as may be required by the
Division of Energy, Mineral and Land Resources, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DEQ Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. The permittee shall submit a permit renewal application and fee to the Division of
Energy, Mineral and Land Resources at least 180 days prior to the expiration
date of this permit.
8. If the use of permeable pavement is desired, this permit must be modified to add
the permeable pavement conditions.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 990923
9. All plans previously approved under SW8 990923 and its subsequent
modifications are enforceable parts of this permit.
Permit modified and reissued this the 1st day of November 2017
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Tracy Da\&, P.E., Director
Division of Energy, Mineral & Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 990923
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 990923
Attachment A
Cape Fear Community College -North Campus Page 1 of 2
Stormwater Permit No. SW8 990923 Modification
(Modification to Pond 5)
.New Hanover County
Designer's Certification
1, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/weekly/ full
time) the construction of the project,
roject
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
Gate
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 990923
Certification Requirements:
Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet/bypass structure is located per the approved plans.
6. A Trash Rack is provided on the outlet/bypass structure.
7. All slopes are graded to the required H:V ratio and are stable and grassed
with permanent vegetation, as specified on the plans.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
10. The permitted amounts of surface area and/or volume have been
provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
14. The vegetated shelf is the permitted width (10') and slope (10:1), and is
planted with the required number and specified type of wetlands plants.
15. The overall dimensions of the system, as shown on the approved plans,
are provided.
cc: NCDEQ-DEMLR Regional Office
New Hanover County Building Inspections
Page 9 of 9

DEMLR USE ONLY
° Date Received
Fee Paid (express only)
Permit Number
Ito C1
1 40
1 61&o gamn
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT PLAN REVISION A—PPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Stormwater Management Permit Number: SW8990923
2. Project Name: Cape Fear Community College North Campus
3. Permit Holder's name (specify the name of the corporation, individual, etc.): 5-GEIVE
()d .
4. Print Owner/Signing Official's name and title (person legally responsible for
Tim Morton, Acting President .�;
5. Mailing Address for person listed in item 2 above:
411 North Front Street
City:Wilmington State:NC Zip:28401
Phone: (910 ) 362-7065
Email:wlee®ek".eda if ftA d.L
II. PLAN REVISION INFORMATION
Fax: (910 ) 362-7046
1. Summarize the plan revision proposed (attach additional pages if needed):
Replacing section of permitted parking lot with a covered shed for machinery_ parking.
III. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. The complete
application package should be submitted to the DEMLR Office that issued the permit.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original & 1 copy of the Plan Revision Application Form �t
• Two (2) copies of revised plans (must be revisions of original approved plan sheet(s))
If applying for Express review (only available in 20 coastal counties):
• Application fee of $500.00 (made payable to NCDENR)
VI. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item 3) Tim Morton, Acting Presi den t
certify that I have authorized these plan revisions and that the information included on this plan revision
application is, to the best of my knowledge, correct and complete.
Date: A2 ---)��12
Plan Revision Fonn Rev. Oct. 31, 2013

t CDEWR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald van der Vaart
Governor Secretary
August 11, 2015
Dr. Amanda Lee, President
Cape Fear Community College
411 North Front Street
Wilmington, NC 28401
Subject: State Stormwater Management Permit No. SW8 990923 Modification
Advanced + Emerging Technologies Center,
Cape Fear Community College - North Campus
High Density Project
New Hanover County
Dear Dr. Lee:
The Wilmington Regional Office received a complete, modified Stormwater Management Permit
Application for the addition of the Advanced + Emerging Technologies Center - Cape Fear Community
College - North Campus on August 10, 2015. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title
15A NCAC 2H.1000. We are forwarding Permit No. SW8 990923 MOD dated August 11, 2015 for the
construction, operation and maintenance of the BMP's and built -upon areas associated with the subject
project.
This permit shall be effective from the date of issuance until January 28, 2022, and shall be subject to
the conditions and limitations as specified therein. Please pay special attention to the conditions listed
in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed restrictions,
procedures for changing ownership, transferring the permit, and renewing the permit. Failure to
establish an adequate system for operation and maintenance of the stormwater management system,
to record deed restrictions, to transfer the permit, or to renew the permit, will result in future compliance
problems.
The following modifications are included and covered by this permit:
1. Runoff from the AET site will use existing permitted wet detention basin (Pond 3).
2. Runoff from the HEATT site will be treated in a new wet detention basin (Pond 5).
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.NCOAH.com. Unless such demands are made this permit shall be final and
binding.
Division of Energy, Mineral, and Land Resources
Land Quality Section - Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
[phone] / Fax: [phone] - Internet: hftp://portal.ncdenr.org/webA

Dr. Amamda Lee
August 11, 2015
If the property for this project has been/will be sold or legally transferred to another entity OR, the
project or permit holder has changed its name and/or mailing address, it is your responsibility as the
permittee to submit a completed and signed Name/Ownership change form to DEMLR at least 30
calendar days prior to making the changes. These forms are available on our website at:
hftp://portal.ncdenr.org/web/Ir/state-stormwater-forms docs.
If you have any questions, or need additional information conceming this matter, please contact Steve
Pusey in the Wilmington Regional Office, at [phone].
Sincerely,
csJ
for Tracy Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS1sgp: G:1WQ1SharedlStormwaterlPermits & Projects119991990923 HD12015 08 permit 990923
cc: Mark Arcuri, PE — Criser, Troutman, Tanner Consulting Engineers
New Hanover County Building Inspections
Beth Wetherell, New Hanover County Engineering
Wilmington Regional Office
Page 2 of 2

State Stormwater Management Systems
Permit No. SW8 990923 MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Trustees of Cape Fear Community College
Cape Fear Community College - North Campus
4500 Blue Clay Road, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of five (5) wet detention ponds in compliance
with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater
rules') and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Energy,
Mineral and Land Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until January 28, 2022 and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 of this permit. The stormwater controls
designated as Ponds 1, 2, 23, 4, and 5 gave been designed to handle the runoff
frgm a total of 1,268,467 ft , 280,526 ft , 1,219,680 ft , 536,037 ft , and 128,136
ft , respectively, of built --upon area.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. The built -upon area within each pond's drainage area will be limited to the amount
of built -upon area indicated in Section 1.2 and 1.6 of this permit, the approved plans
and application.
5. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 990923 MOD
6. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater
control
system.
Pond 1
Pond 2
Pond 3
Pond 4
Pond 5
a.
Drainage Area, acres:
41.60
9.20
40.00
14.48
3.85
Onsite:
1,812,096
400,752
1,742,400
630,749
167,644
Offsite:
0
0
0
0
0
b.
Impervious Surfaces, ft2:
1,268,467
280,526
1,219,680
536,037
128,136
Buildings, ft2:
31,363
15,790
189,626
25,265
26,780
Street, ft2:
11,761
33,625
74,488
13,939
0
Parking, ft2:
91,040
68,598
617,508
361,112
96,534
Sidewalk, ft2:
31,220
1,560
148,248
871
4,822
Other, ft2:
0
1,313
46,174
32,060
0
Future Area, ft2:
1,103,083
159,640
143,636
102,790
0
c.
Pond Depth, feet:
6.00
5.00
5.50
4.50
4.50 (avg)
d.
Permanent Pool Elev., FMSL:
27.50
25.00
25.00
27.50
30.0
e.
PP Surface Area, ft2:
96,948
31,061
78,605
43,456
15,983
f.
Storage Volume Provided, ft3:
104,265
25,732
99,785
46,300
29,366
g.
Storage Elevation, FMSL:
28.55
25.80
26.20
28.50
31.50
h.
Controlling Orifice Pipes:
3 @3.0" g
1 @2.0" cp
2 @3.0" g
1 @3.0" cp
1 @2.0" cp
i.
Permanent Pool Volume, ft3:
515,398
100,021
260,854
142,780
67,943
j.
Maximum Fountain HP:
2
1/3
1
1/2
1/4
k.
Forebay Volume, ft3:
105,041
20,404
59,461
29,250
14,013
I.
Receiving Stream:
Prince
George Creek
m.
Index Number:
CPF23 (18-74-53)
n.
Classification:
"C; Sw"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built -upon
surface except roads.
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 side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch
basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request
to authorized personnel of DEMLR. The records will indicate the date, activity,
name of person performing the work and what actions were taken.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 990923 MOD
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain draws its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the deepest
part of the pond.
C. The fountain may not be located in the forebay.
d. The falling water from the fountain must be centered in the main pond,
away from the shoreline.
e. The maximum horsepower for the fountain's pump is based on the
permanent pool volume and is listed in Section 1.90) of this permit. Where
the permanent pool volume is less than 30,000 ft , no fountain is allowed.
6. 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.
7. 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.
8. 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.
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 the approved plans, regardless of size.
b. Redesign or addition to the approved amount of built -upon area.
C. Further development, subdivision, acquisition, or sale of any, all or part of
the project area.
d. Alteration of any aspect of the approved stormwater drainage system
and/or the approved stormwater BMPs.
e. The construction of any permitted future development areas shown on the
approved plans.
10. The Director may determine that other revisions to the project should require a
modification to the permit.
11. A copy of the permit, application, supplements, approved plans and specifications
shall be maintained on file by the Permittee for the life of the project.
12. The permittee is responsible for verifying that the proposed built -upon area does
not exceed the allowable built -upon area.
13. The runoff from all built -upon area within the specified drainage areas of the
project must be directed into the appropriate stormwater control system.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 990923 MOD
14. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The 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 to any person or entity without notice to and
approval by the Director. At least 30 days prior to a change of ownership, or a
name change of the Permittee or of the project, or a mailing address change, the
permittee shall submit a completed and signed Name/Ownership Change Form
to the Division accompanied by the supporting documentation as listed on the
form. The approval of this request will be considered on its merits and may or
may not be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division deems the project to be in compliance
and approves the transfer.
2. Any individual or entity found to be in non-compliance with the provisions of this
stormwater management permit or the requirements of the stormwater rules, is
subject to enforcement procedures as set forth in NCGS 143, Article 21.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, the Permittee shall
take immediate corrective action, including those as may be required by the
Division of Energy, Mineral and Land Resources, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. The permittee shall submit a permit renewal application and fee to the Division of
Energy, Mineral and Land Resources at least 180 days prior to the expiration
date of this permit.
8. If the use of permeable pavement is desired, this permit must be modified to add
the permeable pavement conditions.
9. All plans previously approved under SW8 990923 and its subsequent
modifications are enforceable parts of this permit.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 990923 MOD
Permit revised, renewed and reissued this the 11 h day of August, 2015.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Energy, Mineral &Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 990923
Page 7 of 9

J!Vl%1/19!�-
DWQ USE ON1.
Da* RecAved,
Fee Paid
PArm# Number
ov
Applicable Mule : I 9f Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post C ction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATIO14 ORM
This form may be photocopied for use as an original il AUG 14 20%
I. GENERAL INFORMATION BY:
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Advanced + Emerging Technologies Center - Cape Fear Community College - North Campus
2. Location of Project (street address):
4500 Blue Clav Road
City -Castle Hayne County New Hanover Zip:28429
3. Directions to project (from nearest major intersection):
From intersection of NC Hwy 132 (991kM Road) and SR 1318 (Blue Clay Road) proceed 0.25 miles north on
Blue Clav Road. Turn right on SR 1336 (Sidburr Road). AET site is 01 males on right Proceed 0.3 further.
Turn right on Education Loop. HEATT site is 02 miles cm left
4. Latitude:34* 19' 36" N Longitude:77° 52' 35" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU 102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number SW8-990923 , its issue date (if known) 1/14/14 (Plan Rev) , and the status
of construction: ®Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one): '
❑Low Density ®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, N/A 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):
❑LAMA Major ®Sedimentation/Erosion Control 19 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each pernritNJA
5. Is the project located within 5 nines of a public airport? ❑No ®Yes
If yes, see S.L. 2012-200, Part VI: httl2:Hportal.ncdenr.org/web/wq/ws/su/statesw/rules laws
Form SW-101 Version 06Aug2012 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Cape Fear Community College
Signing Official & Title:Ted D. Sprin y- President 2>,-. A mg n JEr Lee—
b. Contact information for person listed in item la above:
Street Address:411 North Front Street
City:Wilmington State:NC Zip:28401
Mailing Address (if applicable):N/A
City: State: Zip:
Phone: (910 ) 362-7004 Fax: (910 ) 763-2279
Email:kpearce®cfcc.edu
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:t
City:
Mailing Address (if
City:
Phone: ! 1
Email:
Fax: (0 )_� Y:
3. a. (Optional) Paint the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project.
Other Contact Person/Organization:Cape Fear CommunitECollege
Signing Official & TitleXen Pearce - Director of Institutional Services
b. Contact information for person listed in item 3a above:
Mailing Address.411 North Front Street
City -Wilmington State:NC Zip:28401
Phone: (910 ) 362-7004 Fax: (910 ) 763-2279
Email:
4. Local jurisdiction for building permits: New Hanover County
Point of Contact -Chris O'Keefe Phone #: (910 ) 798-7164
Form SW-101 Version 06Aug2012 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Runoff from the AET site will use existing permitted wet detention basin (Pond 3). Runoff from HEATT site
will be treated in a new wet detention basin (Pond 5).
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 Cape Fear River basin.
4. Total Property Area:19 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area:_0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:19 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHM line or Mean High Water
(MHW) Iine, and coastal wetlands landward from the NHW (or MHM line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHM line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 36 %
9. How many drainage areas does the project have?2 (For high density, count 1 for each proposed engineered
stormwater BMP. For Iow density 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.
Pasin Information
Drainage Area 3
DTahiage Area,
Drainage Area
Drainage Am
Receiving Stream Name
Prince George
Cr
Prince George
Cr
Stream Class *
C; Sw
C; Sw
Stream Index Number *
18-74-53
18-74-53
Total Drainage Area (so
1,742,400
167,644
On -site Drainage Area (sf)
1,742,400
167,644
Off -site Drainage Area (sf)
0
0
Proposed Impervious Area** s
1,219,680
128,136
% Impervious Area** total
70
76
Im rvious" Surface Area
DrainageAreaJ
DrainageAreal
DrainageArea
Draina Area
On -site Buildings/Lots (s
189,626
26,780
On -site Streets (sf)
74,488
0
On -site Parking (sf)
617,508
96,534
On -site Sidewalks (sf)
148,248
4,822
Other on -site (sf)
46,174
0
Future (sf)
143,636
0
Off -site (sf)
0
0
Existing BUA*** (sf)
1 0
1 0
Total (sf):
1 1,219,680
1 128,136
* Stream Class and Index Number can be determined at: htt2aortal.ncdenr.or /ioq eb/u,q&s/csu/classi cations
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 06Aug2012 Page 3 of 6

Attachment for Pond 3 Areas
NCDENR Stormwater Permit SW8 990923
Existing
Permit (SF)
Proposed
Change (SF)
Proposed
Revised
Permit (SF)
On -site Buildings
117,176
72,450
189,626
On -site Streets
74,488
0
74,488
On -site Parking
526,640
90,868
617,508
On -site Sidewalks
125,988
22,260
148,248
Other on -site
46,174
0
46,174
Future
329,214
-185,578
143,636
Off -site
0
0
0
Existing BUA
0
0
0
Totals 1,219,680 0 1,219,680
AUG 14 2014
BY:

11. How was the off -site impervious area listed above determined? Provide documentation.
Proiects 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 15A NCAC 02B . 0600
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project The latest versions of the forms can be downloaded
fromhttp://i)ortal.ncdenr.org/web/wci/ws/su/bmv-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://poi..al.ncdenr.org/web/wq/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 at http:/ /portal.ncdenr.org/web/wq/ws/su/map .)
Please indicate that the following required information have been provided by initialine 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 .kft:/'/12ortal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. �i fk
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part V11 below)
3. Original 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 tc)
http:/ /www.envhelp.org/pages/onestoRexpress.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.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor r
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 _ MtK
receiving stream drains to class SA waters within'/s mile of the site boundary, include the Y2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including. A --
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend. nECEIVE
e. North arrow.
f. Scale
g. Revision number and dates. $' AUG 14 2014
h. Identify all surface waters on the plans by delineating the normal pool elevatio
impounded structures, the banks of streams and rivers, the MHW or NHW line 'dal
waters, and any coastal wetlands landward of the MHW or NHW 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. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
in. 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.
it Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p- Vegetated buffers (where required) -
Form SWU-101 Version 06Aug2012 Page 4 of 6

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify �`�
elevations in addition to depths) as well as a map of the boring locations with the eAstung
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area dearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHVVT prior
to submittal, [phone].) 1jt
10. A copy of the most current property deed. Deed book Nffk4rWJ> Page No:
11. For corporations and limited liability corporations (r LC): Provide documentation from the NC It( /^y
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 15A NCAC 2H.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/CSeardL@gRx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
ht!p://portal.ncdenr.org/web/wg/­ws/su/statesw/forms doc . Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the fornns 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.
VIIL CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer Mark T. Arcuri, PE
Consulting Firm: Criser Troutman Tanner Consulting Engineers
Mailing AddressMM Peachtree Avenue, Suite 102
City:Wilmington State:NC Zip:28403
Phone: (910 ) 397-2929 Fax: (910 ). 397-2971
[e-mail]
gggngineering.com
DL PROPERTY OWNER AUTHORIZATION (if Contact Infi m7nation, item 2 has been filled out, complete this
section)
I, (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 type name of person
listed in Contact Information, item 1a) with (print or type name 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.
Form SWU-101 Version 06Aug2012
AUG 14 2014
BY:
Page 5 of 6

Map Output Page 1 of 1
r
Lots
New Hanover County Parcel Numbers ;`
Cape Fear Community College - North Campus
4
8
5/ 7
1
M
ECEIVI
AUG 14 2014
BY.
1 - R02600-004-005-000 - 100.98 Acres
2 - R01 800-004-001 -001 -
1.29 Acres
0
`k 3 - R01800-004-001-004 -
1.35 Acres
Ae-r TO Z3 60
M4 0100
* 4 - R01800-004-001-005 -
3.54 Acres
A-G ( Df� Z 3 6'Z
PC4 066 )
5 - R01800-004-001-006 -
1.52 Acres
W V 3 Z.36 2
P'CI 0692
6 - R01800-004-003-000 -
0.80 Acres
-pt3 7,362
M 0 6 S8
7 - R01800-004-002-000 -
2.85 Acres
' PCT 0 6b
8 - R01800-004-001-003 -
29.76 Acres
-.t82SW Rj 01Zj-
Total - 142.09 Acres
vwde a cgov. sery com.esn.esr�ffp.
srimap?ServiceName=overvie... 11/30/2011

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: Date:
a Notary Public for the State of . County of
do hereby certify that personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTMCATION
I, (print or type name of person listed in Contact Information, item 1a) Ted D. Spring
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 and any other applicable state stormwater requirements.
Signature: J Date: / 02.
y
I, VP% E5 A W t L L I A S b N , a Notary Public for the State ofr� W�l unty of
-A"-6 Offi, ,SCy'1, do hereby certify that rJ . lXJV personally appeared
before me this a day of '1 , oZ,� �. and acknowledge the due execp 'on of the application for
a stormwater permit. Witness my hand and official seal, W f
�i�I;\lw
My commission expires k i — ,J h - � 0 l -1
AUGri, I 14 tow
Form SWU-101 Version 06Aug2012 Page 6 of 6

Permit No.
(to be provided by DWQ)
91,711, 171R
W�., ��p W ATFRO
M-MM
> C
P -~C
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filed out, printed end submffted.
The Required
Items Checklist (Part 111) must be prtrtted, filled out and submitted aft with aH of the required inlbrmafion.
L PROJECT 111FORMATION
Project name
Cape Fear Community College - HEATT Pond
Contact person
Ken Pearce
Phone number
910-3a7004
Date
6 Aug-14
Drainage area number
5
ti. DESIGN INFORMATION
Site Characteristics
Drainage area
169,697 fe
Impervious area, post -development
130,593 fe
% impervious
76.96 %
Design rainfall depth
1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
15,752 ft
Volume provided
29'366 fe
OK, volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5' runoff volume
ft3
Pre -development 1-yr, 24-hr runoff
f?
Post -development I-yr, 24-hr runoff
ft3
Minimum volume required
ft3
Volume provided
ft
Peak Flow Calculations
lathe prelpost control of the 1yr 24hr stone peak flow required?
1-yr, 24-hr rainfall depth
Rational C, Pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hrstonn
Pre -development i yr, 24-hr peak Row
I'os'Amelopment 1-yr, 24-hr peak flan
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pod elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1011 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
(Y or N)
3.8 in
0.15 (unitless)
0.78 (unitless)
0.16 inlhr OK
0.09 6sec
0.48 i f3isec
0.39 fOlsec
31.50 fmsl
30.00 fmsl
30.50 fmsl
30.50 final
29Y frrhsl Data not needed for calculation option #1, but OK I provided.
22.00 frost
21.00 final Data not needed for calculation option #1, but OK 9 provided.
1.00 ft
(Y or N)
fmsl �t _r
AUG 14 2014
BY:
Faro SW401 Wet DeWdion Basin-Rev.9.4118112 Paris I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQJ
1l. DESIGN INFORMATION
Surface Areas
Area, temporary pool
21,837 ft
Area REQUIRED, permanent pool
10,793 ft
SAIDA ratio
6.36 (unitless)
Area PROVIDED, permanent pool, Ap,„y,d
15,983 if
OK
Area, bottom of 10ft vegetated shelf, Ab.L ,,
10,350 ft
Area, sediment cleanout, top elevation (bottom of pond), Aw_.,d
3,292 if
Volumes
Volume, temporary pool
29,366 fe
OK
Volume, permanent pool, V,,P„ i
B7,943 f?
Volume, forebay (sum offorebays if more than one forebay)
14,013 fO
Forebay % of permanent pool volume
20.6% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used? y
(Y or N)
MountaiNPiedmont SAIDA Table Used? n
(Y or N)
SAIDA ratio
6.36 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b) y
(Y or N)
Vokrrne, permanent pool, Vp._p I
67,943 fe
Area provided, permanent pool, Ap.-m
15,983 fe
Average depth calculated
4.30 It
OK
Average depth used in SAIDA, d. (Round to nearest 0.5ft)
4.3 it
OK
Calculation option 2 used? (See Figure 10-2b) n
(Y or N)
Area provided. permanent pool, A.,,y
15,983 if
Area, bottom of 10ft vegetated shelf, AtoL"ff
10,350 fe
Area, sediment cleanout, top elevation (bottom of pond), Abdo
3,292 IIF
"Depth' (distance b1W bottom of loft shelf and top of sediment)
7.50 ft
Average depth calculated
ft
Average depth used in SAIDA, d. (Round to down to nearest 0.5ft)
x ft — %4e
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (If -non -circular)
Coefficient of discharge (Co)
Driving head (W
Drawdown through weir?
Weir type
Coefficient of discharge (C,.)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak fly
Post-developmerd 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume dmwdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of f owpath to width ratio
Length to width ratio
Trash rack for overflow A orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate bu ld-out?
Drain mechanism for maintenance or emergencies is:
y (Y or N)
2.00 in
ire
0.60 (unitless)
1.50 ft
n _ (Y or N)
(unitless)
(unitless)
ft
ft
0.09 f6sec
0.48 f0/sec
0.07 fe/see
2.50 days
OK, draws down in tar days.
3 :1
OK
10 :1
OK
10.0 ft
OK
3 :1
OK
3.0 :1
OK
y (Y or N)
OK
-y ft
OK
n (Y or N)
OK
y (Y or N)
OK
y (Y or N)
OK
Portable pump
�ECEIVE
AUG 14 2014
BY:
Form SW401- Wet Detention Basin Rev.SW1B112 Parts I. & II. Design Summary, Page 2 of 2

Permit Number: D5 a�3 ."400
(to be provided by DWQ)
Drainage Area Number: Qc*4t> # 6,q r r aids
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 BUF 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 BW.
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. ECEIVE
— Once a year, a darn safety expert should inspect the embankment. AUG 14 2014
After the wet detention pond is established, it should be inspected once a mil and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 incheDY& in a —
Coastal County). Records of operation and maintenance should be kept in a known set
I
ocation and must be available upon request
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMW 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.
tation is too short or too
rlozng.
Maintain vegetation at a height of
I
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

Permit Number: 15W -9 q 9 D 9 2 3 fw 0 0
(to be provided by DWQ)
Drainage Area Number: Pe fioli; - #6, 4'r j- V41
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. if pesticide is used, wipe it on
the plants rather than
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.
ECEAVI=—
AUG 14 2014
Form SW401 Wet Detention Basin O&M-Rev.4 Pag of 4
BY:

Permit Number: 5 W '9 rj g 0
(to be provided by DWQ)
Drainage Area Number. 5; - f { A -TT /,z 5
.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps io reutove 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
air or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Wager 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 15.6 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
66111 in the blanks)
0
Permanent Pool Elevation 30.00
?iZ•
P anen Pool
--Zl - -- -- - ---
- Volume
Sediment Removal Elevation 2�•
Volume
ftMin. --------------------------------------------
------
Sediment
Bottom Elevation V-O
1-ft
Storage
Sedimei
Storage
FOREBAY
MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4
AUG 14 2014
BY:
Page 3 o

Permit Number: SW e qq p g 2 3 /k o
(to be provided by DWO
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:Advanced + Emerging Technologies Center - Cane Fear Community
College - North Campus
BMP drainage area number:I
Print name:Ted D. Spring
Title:President
AddressAl l North Front Street
Phone:[phone]
Date: t2 . oz , C VO
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, -Ti R e- S A 1 CL L A M S D�J , a Notary Public for the State of
7i t-7-&- ��a�z 1 ounty of� � a�A , do hereby certify that
personally appeared before me this a
day of R,Z.A-VX W A , a p 1 and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
W
XAa-rARy
U
PUBOCJ
SEAL
My commission expires - a. C) - a C) 1
AUG 14 2014
BY: —
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
ODD ° p /no A9
Applicable Rules: ❑ Coastal SW -1 95 ❑ Coastal SW -2068 ❑ Ph Il - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQ W/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M t Plan:
State of North Carolina
Departinent of Environment anu' Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Cane Fear Communitv Colle-ae - North Camvus (Carventry Facilitv)
2. Location of Project (street address):
5000 Sidbury Road
City: Castle Hayne County: New Hanover Zip: 28429
3. Directions to project (from nearest major intersection):
Approx. 0.35 miles north from the intersection of I-140 and US 117/NC 132 to Blue Cla,r}�Road SR1318) then
approx. 0.25 miles northeast on SR1318 to Sidbury Road (SR 1336), then approx. 0.25 miles east on SR 1336 to
yroject entrance.
4. Latitude:340 19' 37" N Longitude:-77° 52' 29" W of the main entrance to the project.
II. 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 SW8 990923 , its issue date (if known) , and the status of
construction: ®Not Started []Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®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, fist 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):
❑LAMA Major
®Sedimentation/Erosion Control:
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
ac of Disturbed Area
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
APR 1 9 Z01Z
Form SWU-101 Version 07Jun2010 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing OfficiaPs name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization: Cape Fear Community College
Signing Official & Title: Eric McKeithan, President
b. Contact information for person listed in item la above:
Street Address: 411North Front Street
City: Wilmington State: NC Zip:28401
Mailing Address (if applicable):
City: State: Zip:
Phone: (910 ) 362-7555 Fax: (910 ) 362-7046
Email:[e-mail]
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
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:
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Fonn SWU-101 Version 07Jun2010 Page 2 of 7 APR 1 9 Z01Z

Phone:
Email:
Fax:
4. Local jurisdiction for building permits:
Point of Contact: Phone #:
IV, PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
stormwater will be collected in a closed conduit system and discharge to a posed wet detention basin
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 PUB 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 H - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 15.89 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+: 15.89 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal Hi h Water (Nline or Mean High Water
(MHV1q line, and coastal wetlands landward from the NHW (or MH1 � line. The resultant project area is used to
calculate overall percent built upon area (B UM). Non -coastal wetlands landward of the NHW (or MHVV) line may
be included in the total project. area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 56 %
9. How many drainage areas does the project have?1 (For high density, count I for each proposed engineered
stormwater BMP. For low density 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.
APR 1 g ZU1Z
Form SWU-101 Version 07Jun2010 Page 3 of 7

Basin Information
Dramaw, Area 5
Drainage Area 1
Drainage Area 2
Dramage Area 3
Receiving Stream Name
UT Prince
George
Creek
UT Prince
George
Creek
UT Prince
George
Creek
UT Prince
George
Creek
Stream Class *
C;Sw
C;Sw
C;Sw
C;Sw
Stream Index Number *
CPF23 (18-74-53)
CPF23 (18-74-53)
CPF23 (18-74-53)
CPF23 (18-74-53)
Total Drainage Area (sf)
58,776
1,1812,096
400,752
1,742,400
On -site Drainage Azck (cf)
58,776
1,812,096
400,752
1,742,400
Off -site Drainage Area (sf)
0
0
0
0
Proposed Impervious Area** s
32,840
1,268,467
280,526
1,219,680
% Im ervious Area** total
56 1
70
70
70
Impervious" Surface Area
Drainage Area 5
Drama a Area I
Drainage Area 2
Drainage Area 3
On -site Buildings/Lots (sf)
8,820
31,363
15,790
117,176
On -site Streets (so
0
11,761
33,625
74,488
On -site Parking (so
21,370
91,040
68,598
526,640
On -site Sidewalks (sf)
2,650
31,220
1,560
125,988
Other on -site (sf)
0
0
$ 13 1 3
46,174
Future (sf)
0
1,103,083
159,640
329,214
Off -site (sf)
0
0
0
0
Existing BUA*** (so
0
0
0
0
Total (sf):
32,840
1,268,467
280,526
1,219,680
F btream uass and Index Number can be determined at: ht4z.* portal nedenr org/webfwq/ps/esu/classifications
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new B UA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Proiects in Union Countv: Contact DWQ Central Office staff to check if the project is located within a AFF'e ~ned &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per CAT #620.2012
V. SUPPLEMENT AND O&M FORMS
BY:
fl
The applicable state stormwater management permit supplement and operation and maintenance (O&Ni) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
fromhU://12ortal.ncdenr.org web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://12ortal.ncdenr.org/web/3yq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http:/ �portal.ncdenr.org web/wgJws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq,/ws/su/statesw/forms does.
1. Original and one copy of the Stormwater Management Permit Application Form. —Vs
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants ICJ
Form. (if required as per Part VII below)
3. Original 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 9�
htt :/ /www.gnvheIR.org/-ages/onestol2exRress.html for information on the Express program
Form SWU-101 Version 07Jun2010 Page 4 of 7

Dasm Information
Praina a Area 4
Drainage Area
Drainage Area _
Drama a Area
Receiving Stream Name
UT Prince
George
Creek
Stream Class *
QSw
Stream Index Number *
CPF23 (18-74-53)
Total Drainage Area (sf)
630,749
On -site Drainage Area (sf)
630,749
Off -site Drainage Area (so
0
Proposed Impervious Area** s
536,037
% Impervious Area** total
85
Impervious' Surface Area
Drainage Area 4
Dr . ' . e Area
Drainage Area _
Drama a Area
On -site Buildings/Lots (sf)
25,265
On -site Streets (sf)
13,939
On -site Parking (sf)
361,112
On -site Sidewalks (sf)
871
Other on -site (sf)
32,060
Future (sf)
102,790
Off -site (sf)
0
Existing BUAI (sf)
0
Total (sf):
536,037
MAY 022012

and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5.
A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6.
A USGS map identifying the site location. If the receiving stream is reported as class SA or the
�D
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7.
Sealed, signed and dated calculations.
�D
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 MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW 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. Existing 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. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9.
Copy of any applicable soils report with the associated SHWT elevations (Please identify
t6b
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"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 2894 Page No: 124 R61)
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC N /A
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing -,Ath the NC
Secretary of State, otberw;se the application t,�r911 be returned.
htW://www.secrttary.state.nc.us/CoMorations/CSearch.asl2x
APR 1 9 ZU1z
Form SWU-101 Version 077un2010 Page 5 of 7

VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and.
protective covenants forms can be downloaded from
hgp://portal.ncdenr.org/web/Wq/ws/su/statesw/forms docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and lasted
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.
VIIL CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: Ryan G. David, PE
Consulting Firm: Urban, Ltd.
Mailing Address:108 North Ken Avenue, Suite K 1
City: Wilmington
Phone: (910 ) 395-1655
Email: [e-mail]
State: NC Zip: 28405
Fax: (910 �395-1451 _
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (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 type name of person
listed in Contact Information, item 1a) with (print or type name 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.
APR 1 9Z01Z
Fonn SWU-101 Version 07Jun2010 Page 6 of 7

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: Date:
a Notary Public for the State of . County of
do hereby certify that
personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION rr `
I, (print or type name of person listed in Contact Information, item 1a) t t'1 c- B. 1'� J(,-- „&m
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 stormwa rules un r 15 NCAC ZH .1000, SL 2006-246 (Ph. II- Post Construction) o SL 2008-211.
Signature: Date: -3 %
ItA-Le- Ue Q a Notary Public for the State of N Q, County of
"ems "Q-P%o c3 q 1z , do hereby certify that QJLLC. F" C4kq - CL-(1 personally appeared
before me this.A! Stay of I and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
ENew
chelle Lee
tary Public
SEALanover County
h Carolinaon Expires 5/11 /2013----------------------
My commission expires cJ t t % 1 aO 125
APR 1 9 Z01Z
Form SWU-101 Version 07Jun2010 Page 7 of 7

WKD #90148.80 Permit No. �� g `� i L�3
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: Capp Fear Qn minity Cnl lPgP
Contact Person: _ _ Mark N. Har_ rq nyP, P _ E _ Phone Number: (91 f) ) 762=4200
For projects with multiple basins, specify which basin this worksheet applies to: Pond Nn_ 1
elevations
Basin Bottom Elevation 21.50 ft.
Permanent Pool Elevation 27.50 ft.
Temporary Pool Elevation 28.5 s ft.
areas
Permanent Pool Surface Area 96,948 sq. ft.
Drainage Area 41.6 ac.
Impervious Area 29.12 ac.
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA1
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
(floor.ofthe basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off site drainage to the basin)
515,398 cu. ft. (combined volume of main basin and forebay)
—104-265 cu. ft. (volume detained above the permanent pool)
105,041 cu. ft. (approximately 20% of total volume)
3.90
(surface area to drainage area ratio from DWQ table)
(2 to S day temporary pool draw -down required)
(minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
U. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
/M 1u# a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
mind b. The forebay volume is approximately equal to 20% of the basin volume.
�+N c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
/4;.A e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
M0
calculations)
f. The basin length to width'ratio is greater than 3:1.
mlyil g. The basin side slopes above the permanent pool are no steeper than 3:1.
PK )VA h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail),
/mud i. Vegetative cover above the permanent pool elevation is specified.
onNR j. A trash rack or similar device is provided for both the overflow and orifice.
114 k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
M N%l 1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
fnk)# m. A mechanism is specified Which will drain the basin for maintenance or an emergency.
&d pi.11 he ,VmpPr40Oc0t^
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does % does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does Y does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Pond 1
Maintenance activities shall be performed as follows: Revised 12/22/99
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into acp;rnulated 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 3,07 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fall in the blanks)
p Permanent Pool Elevation 27.50
Sediment Re�toval El. ZL ai 75
------ 23.4� - - qo Sediment Removal Elevation 23.00
Bottom Ele ation---------------------------------------------125%
--�
Bottom Elevation 21 _ -5
FOREBAY
MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

, c
7: All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Eric B. W(e i u � i
Title: R-esld 'lt - GM
Address: 411 Sab Fm t Str e Wilmington, �B 28401
910-251 5100
Phone:_ _ L__
Date: G J 3
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president.
I, a f 1` l , a Notary Public for the State of B� /`li6//1
County of do hereby certify- that 4 //% G t� • /�
personally appeared before me this day of �6 Xel-- !9' 9 and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
i!^
!k
i
SEAL
My commission expiresJF
Ar,
Form SWU-102 Rev 3.99 Page 4 of 4

Permit No.
(to be provided by DWQ)
State of North Carolina Revisd 12/22/99
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: Cage Fear Camuni ty Col IPgP
Contact Person: Mark N. Hargrove,P.E. Phone Number: ( 910) 762-4200
For projects with multiple basins, specify which basin this worksheet applies to: Pond 2
elevations
Basin Bottom Elevation
20.0
ft.
Permanent Pool Elevation
25.0
ft.
Temporary Pool Elevation
25.80
ft.
areas
Permanent Pool Surface Area
31,061
sq. ft.
Drainage Area
9.20
ac.
Impervious Area
6.44
ac.
volumes
Permanent Pool Volume
100,021
cu. ft.
Temporary Pool Volume 25.732
cu. ft.
Forebay Volume ®
20.404
cu. ft.
Other parameters
SA/DA1
Diameter of Orifice
2.0
in.
Design Rainfall
1
in.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(approximately 20% of total volume)
(surface area to drainage area ratio from DWQ table)
(2 to 5 day temporary pool draw -down required)
Design TSS Removal 2 go % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

'4
Footnotes:
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
H. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
M W#- a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
MVA b. The forebay volume is approximately equal to 20% of the basin volume.
m A4 c. The temporary pool controls runoff from the design storm event.
M/V# d. The temporary pool draws down in 2 to 5 days.
Al
A e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
MA;W f. The basin length to width'ratio is greater than 3:1.
M4 g. The basin side slopes above the permanent pool are no steeper than 3:1.
m iv h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
MW# i. Vegetative cover above the permanent pool elevation is specified.
MWil j. A trash rack or similar device is provided for both the overflow and orifice.
fiF k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
r� u� 1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
nine! m. A mechanism is specified vyhic� will drain the basin for maintenance or an emergency.
Pecad a,,/l 6.? pv.%,oear dowei
M. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does )K does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does Adoes not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Pond 2
Maintenance activities shall be performed as follows: Revised 12/22/99
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into aqqumulated sediments.
When the permanent pool depth reads 3.75 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 3 •Q� feet in the forcbay? the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
p Permanent Pool Elevation 25.00
Sediment Re oval El. 22.00 .75 21 25
-----21 . ��-- - o� Sediment Removal Elevation '
----------125%
----
Bottom Ele ation--------------------------------- ----
Bottom Elevation 20.00
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. • All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Eric B. MNe' l
Title: Presld9lt - CFCC
Address: 411 Sz& Front Street Wilmington, IBC 2BM1
Pr
Si
Date:
Note: The legally responsible parry should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president.
I,je, r t- i 5 , a Notary Public for the State ofAO4e/X
County of 2 W D me —, do hereby certify. that 4C-7tr'G ,JF,. P! ✓ Cl�
personally appeared before me this 3 '0`� day of DI�I�J�CT,�99j , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires 4o D
Form SVYU-102 Rev 3.99 Page 4 of 4

Permit No. SW$ l 9f0 I Z3
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin supplement for
each basin, design calculations, and plans and specifications showing all basin and outlet structure details.
1. PROJECT INFORMATION
Project Name: Cape Fear Community College
Contact Person: Mark Hargrove Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to: Pond No. 3
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
areas
Permanent Pool Surface Area
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
other parameters
SA/DA'
Diameter of Orifice
Design Rainfall
Design TSS Removal
Footnotes:
19.5
25.00
26.20
78,605
40.00
28.00
260,854
99,785
59,461
ft. (floor of the basin)
ft. (elevation of the orifice)
ft. (elevation of the discharge structure overflow)
sq. ft. (water surface area at the orifice elevation)
ac. (on -site and off -site drainage to the basin)
ac. (on -site and off site drainage to the basin)
cu. ft. (combined volume of main basin and forebay)
cu. ft. (volume detained above the permanent pool)
cu. ft. (approximately 20% of total volume)
4.50
2 —
3" orifices
in.
1
in.
90
%
(surface area to drainage area ratio from, DWQ table)
(2 to 5 day temporary pool draw -down required)
(minimum 85% required)
When using the Division SA/DA tables, the correct SA)DA ratio for permanent pool sizing should be computed based
upon the actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the
correct value for nonstandard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to
provide 90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90%
TSS removal.
Form SWU-102 Rev 3.99 Page 1 of 4

II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N.C.
Department of Environment, Health and Natural Resources, February 1999) and Administrative Code Section: 15 A
NCAC 2H. 1008.
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is
attached. If the applicant has designated an agent in the Stormwater Management Permit Application Form, the agent may
initial below. If a requirement has not been met, attach justification.
Applicants Initials
lei f+#- a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
A b. The forebay volume is approximately equal to 20% of the basin volume.
kw raW_ c. The temporary pool controls runoff from the design storm event.
mN6[— d. The temporary pool draws down in 2 to 5 days.
!U e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow calculations)
,nn.nii9, f. The basin length to width ratio is greater than 3: 1.
pp I g. The basin side slopes above the permanent pool are no steeper than 3: 1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
0110A i. Vegetative cover above the permanent pool elevation is specified.
N+txp j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-of-way.
rhlVif 1. If the basin is used for sediment and erosion control during construction, clean out of the basin is
specified prior to use as a wet detention basin.
V in. A mechanism is specified which will drain the basin for maintenance or an emergency.
&46wD 11 6 e- Pooyewhop\
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated
filter if one is provided.
This system (check one) O does aloes not incorporate a vegetated filter at the outlet.
This system (check one) O does does not incorporate pretreatment other than a forebay.
Form SW-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation, vegetated
cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within 2
to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative cover
to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain proper
functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is reduced to
75% of the original design depth (see diagram below). Removed sediment shall be disposed of in an appropriate
manner and shall be handled in a manner that will not adversely impact water quality (i.e. stockpiling near a wet
detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth
reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 4.13' feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 3,0 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation d 25.0
Sediment Re oval ELF22.0 1,5
---- Sediment Removal Elevation 20 874 7596
Bottom Ele ation 21.0 --------`-------------"------ ----125%
----
Bottom Elevation 19.50
FOREBAY MAINPOND:
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin system shall be maintained in good working order.
Form SWU-102 Rev 3.99 Page 3 of 4

I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Eric B. McKeithan
Title: President - CFCC
Address: 411 South Front Street, Wilmington, NC 28401
Phone: [phone]
Date: /b/do'
Signature: 41ljLf , (4 , wl
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, o`ZLAJ E ,M . O-A L .LO E122 a Notary Public for the State of A)OP--04 e Jk)2-6 LI A)A-
County of A)C- Q) %►AA20 V C/2 do hereby certify that G7P-- 10- /3 . , M (2 7-H/ t-A)
a D 03
personally appeared before me this N 0 day of C TO 6 Q7 - and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
n TA
z.
iip4 Iy� N� G�,,`,,e�
E� NA`�
SEAL
My commission expires / --Z IAO/ D (p
Form SWU-102 Rev 3.99 Page 4 of 4

Permit No. SW8990923
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwaier management plan submittal includes an application form, a wet detention basin supplement for
each basin, design calculations, and plans and specifications showing all basin and outlet structure details.
1. PROJECT INFORMATION
Cape Fear Community College — North Campus
Project Name: Campus Loop Access Road and Truck Driver Training Facility
Contact Person: Phil Norris, P.E. Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies. to: Pond No. 4
elevations
Basin Bottom Elevation
23.00
ft.
(floor of the basin)
Permanent Pool Elevation
27.50
ft.
(elevation of the orifice)
Temporary Pool Elevation
28.50
ft.
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area
43,456
sq. ft.
(water surface area at the orifice elevation)
Drainage Area 14.48
ac.
(on -site and off -site drainage to the basin)
�,�
Impervious Area l
4"-H !Z ►31
ac.
(on -site and off -site drainage to the basin)
( volumes
Permanent Pool Volume
142,780
cu. ft.
(combined volume of main basin and forebay)
Temporary Pool Volume
46,300
cu. ft.
(volume detained above the permanent pool)
Forebay Volume
29,250
cu. ft.
(approximately 20% of total volume)
other parameters
SA/DA'
Diameter of Orifice
Design Rainfall
Design TSS Removal
Footnotes:
0.064 (surface area to drainage area ratio from, DWQ table)
3.0 in. (2 to 5 day temporary pool draw -down required)
1.0 in.
90 % (minimum 85% required)
JUN n 6 ';001
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing be computed bas
upon the actual impervious % and permanent pool depth. Linear interpolation should be emp oye determine e
correct value for nonstandard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to
provide 90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90%
TSS removal.
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
l • V4= usk-" the Division SA/DA tables, the con -ea SA/DA ratio for Pemment pool sizing should be
computed actual impervious % and pemlanent pool depth. Linear interpolation should be
staixiard table entries. t
employed to determine the co ea a for non
2. In the 20 coastal ornmties, the ant for a veg�tive filter �, be waived if the wet detei
9U"io idli
TSS.rernoval. The NCDENR Bhp manual provides design tables ntion basin
s defor both 85% TSS removal as9 Preto pm de
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines desipi requirements per the Stormwater Best Management Practices Manual
(N-C. Department of Environment, Health and Natural Resources, February 1999) and Administrative
Section: I5 A NCAC 2H .1008. Code
Initial in the space provided. to indicate the following design requirements have been met and supportina
documentation is attarhed.':.If the applicant has designated an agent in the Stormwater Management Permit
Appiicatiori Fotri, tfie'ant uiay initial below. If a requirement has not been met, attach justification.
Is
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event
d- The temporary pool draws down in 2 to 5 days.
e. If required, a 3
calculations. 0-f001 vegetative filter is provided at the outlet (include non -erosive flow
f. The basin length to width ratio is greater than 3:1.
a. The basin side slopes above the
Permanent pool are no steeper than 3:1,
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
ofway.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
m. A mechanism is specified which will drain the basin for maintenance or.an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AOREEMEh"T
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) E] does ® does not i
This system (check one) [I does ®does not ncorporate a vegetated filter at the outlet,
incorporate pretreatment other than a forebay.

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain g
cover to maintain a maximum height of six inches, and remove trash eeded vegetative cover, mow vegetative
3. Inspect and repair the collection system (Le. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75°/oP- f4he original design depth (see diagram below). Removed sediment shall be disposed of
in ati tPprop7iate7frtahner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.,
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3.38 feet in thi'main pond, the sediment shall be removed.
When the permanent pool depth reads 3.38 feet in the forebay, the sediment shall be removed.
M
BASIN DIAGRAM
(fill in the blanks)
V Permanent Pool Elevation 27.50
Sediment Re oval El. 24.13 ,� 750 -
Bottom El vation 23.0 Sediment Removal Elevation 24.13 75%
5%------------------
Bottom El
----
Bottom Elevation 23.0 25%
FOREBAY
MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained.for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Version ? nn

I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Dr. Eric McKeithan
Title: President
Address: 411 North Front Street, Wilmington, NC 28401
Phone: [phone]
Date:
Signa
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,
mop- )o . ALI,002 , a Notary Public for the State of NOP—N QA1 )&
County of P C A10 l2,, do hereby certify that E/0 15. ffiCkcl -r N
personally appeared before me this ' j day of -,j(a,rJ ( c Z6017 and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
NOTARY
PUBLIC
SEAL
My commission expires —L a© I if
Form SWU-102 Rev 3.99 Page 4 of 4

State Stormwater Management Systems
Permit No. SW8 990923 MOD
Cape Fear Community College -North Campus Page 1 of 2
Stormwater Permit No. SW8 990923 Modification
(Modification to Pond 5)
New Hanover County f
l
Designer's Certification
1, l�lark, °�• ��'-+end �e , as a duly registered. e A� � �''� in the
State of North Carolina, having been authorized to observe (periodically/weekly/ full
time) the construction of the project,
2�+r �.a A+tM �t�wl i-tij CtAa�.Q d o r'tt
for MM�(Project Owner) hereby state that, to the
best of my abilities, ue care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature `
Registration Number
Dates
ECEIVE
jUH 2120V
13Y:
Page 8 of 9
SEAL

State Stormwater Management Systems
Permit No. SW8 990923 MOD
Certification Requirements: Page 2 of 2
1�AL1. 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.
�_�- 3.
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4.
The outlet/bypass structure elevations are per the approved plan.
P4k 5.
The outlet/bypass structure is located per the approved plans.
j +A 6.
A Trash Rack is provided on the outlet/bypass structure.
tAAA 7.
All slopes are graded to the required H:V ratio and are stable and grassed
with permanent vegetation, as specified on the plans.
PJ4,k 8.
Vegetated slopes are. no steeper than 3:1.
��9.
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
10.
The permitted amounts of surface area and/or volume have been
provided.
!A'►'tC 11.
Required drawdown devices are correctly sized per the approved plans.
&12.
All required design depths are provided.
iy"PV ` 13.
All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
14.
The vegetated shelf is the permitted width (10') and slope (10:1), and is
planted with the required number and specified type of wetlands plants.
'15. The overall dimensions of the system, as shown on the approved plans,
are provided.
cc: NCDENR-DEMLR Regional Office
New Hanover County Building Inspections
Page 9 of 9

State Stormwater Management Systems
Permit No. SW8 990923 Modification
A&K #04008
Cape Fear Community College -North Campus Page 1 of 2
Stormwater Permit No. SW8 990923 Modification /^
New Hanover County
Designer's Certification
I
I, J. Phillip Norris, P.E. as a duly registered Professional Engineer in the
State of North Carolina, having been authorized to observe (penodicalIy/weekly/ full time) the
construction of the project,
Cape Fear Community College -North Campus
(Project)
for Cape Fear Community College (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:
*This certification is for Pond #4 only.
Signature
Registration Number 11
Date '? - 31 - O (o
R-P�CFTVED
FEB2 8 t011
BY:
Page 8 of 9
Page 2 of 2

State Stormwater Management Systems
Permit No. SW8 990923 Modification
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
'�• The drainage area to the system contains no more than the permitted amount of
built -upon area.
3- All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8_ Vegetated slopes are no steeper than 3:1.
The inlets are located per the approved plans and do not cause short-circuiting of
the system.
41-0, The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
,,U— All required design depths are provided.
) 13. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
14. The overall dimensions of the system, as shown on the approved plans, are
,.�,...;aaa
cc: NCDENR-DWQ Regional ice
T ony Rober'is, New Hanover County Building Inspector
JPN/asn
04008 07-31-06-s-sw-cert-
RECEIVED
FEB 2 8 2011
BY:
Page -9 of 9