SW8990923_Historical File_20070703

• .�,O" A
O:� G
July 3, 2007
Dr. Eric McKeithan, President
Trustees of Cape Fear Community College
411 South Front Street
Wilmington, NC 28401
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment mid Natural Resources
Subject: Permit No. SW8 990923 Modification.
Cape FQar Community College -North Campus
High Density Stormwater Project
New Hanover County
Dear Dr. McKeithan:
Coleen H. Sullins, Director
Division of Water Quality
The Wilmington Regional Office received a complete, modified Stormwater Management
Permit Application for Cape Fear Community College -North Campus on March 2, 2007. Staff
review of the plans and specifications has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW8 990923 Modification dated July 3, 2007, for the construction of
Cape Fear Community College -North Campus. This modification adds the Public Safety
Training Center to the approved project.
This permit shall be effective from the date of issuance until January 28, 2010, (the original
expiration date) and shall be subject to the conditions and limitations as specified therein.
Please pay special attention to the Operation and Maintenance requirements in this permit.
Failure to establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within sixty (60) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact either Linda Lewis, or me at [phone].
Sin�c9
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/arl: S:IWQSISTORMWATERIPERMIT1990923mod.ju107
cc: Steven Leimer, P.E., WK Dickson
Tony Roberts, New Hanover County Building inspections
Beth E. Wetherill, New Hanover County Engineering
Linda Lewis
Wilmington Regional Office
Central Files
NAB Carolina
Natun"I'V
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone]
Wilmington Regional Office Internet: www.ncwaterquality.ore Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
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1-877-623-6748

State Stormwater Management Systems
Permit No. SW8 990923 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
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 four (4) wet detention ponds in compliance
with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater
rulesand the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until January 28, 2010 and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
controls designated as Ponds 1, 3, 3, and 4 h ve been desiggned to handle tie
runoff from a total of 1,268,467 ft , 280,526 ft, 1,219,680 ft`, and 536,037 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 1.6 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 2 of 7

State Stormwater Management Systems
Permit No. SW8 990923 Modification
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 Sur�aces, ft2:
Building ft
Street,:
Parking, ft2:
2
Sidewalk, ft
Tennis Court, ft2:
Future Area, ft2:
c. Pond Depth, feet:
d. Permanent Pool El v., FMSL
e. PP Surface Area, f 3
f. Storage Volume Provided, ft
g. Storage Elevation, FMSL:
h. Controlling Orifice Pipes: 3
i. Permanent Pool Volume, ft
j. Maximum Fountain HP:
k. Forebay Volume, ft3:
I. Receiving Stream:
m. Index Number:
n. Classification :
II. SCHEDULE OF COMPLIANCE
Pond 1
Pond 2
Pond 3
Pond 4
41.60
9.20
40.00
14.48
41.60
9.20
40.0
14.48
0
0
0
0
1,268,467
280,526
1,219,680
536,037
31,363
0
117,176
25,265
11,761
23,958
74,488
13,939
91,040
57,500
526,640
361,112
22,216
0
120,226
871
0
0
46,174
0
1,112,087
199,068
334,976
102,790
6.00
5.00
5.50
4.50
27.50
25.00
25.00
27.50
96,948
31,061
78,605
43,456
104,272
25,661
99,805
46,300
28.55
25.80
26.20
28.50
3 @3.0"cp
1 @2.0"cp
2 @3.0"cp
3.0"cp
515,398
100,021
260,854
142,780
2
Y3
1
1�2
105,041
20,404
59,461
29,250
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 including, but
11 L 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 DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 990923 Modification
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 falling water from the fountain must be centered in the pond, away
from the shoreline.
d. 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.
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 following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of disturbed acreage or
size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
1 Q. The Dlrector may determine that other revisions to the projecf.shouid require a
modification to the permit.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. Prior to the sale of any portion of the property, an access/maintenance easement
to the stormwater facilities shall be granted in favor of the permittee if access to
the stormwater facilities will be restricted by the sale of any portion of the
property.
13. The permittee is responsible for verifying that the proposed built -upon area does
not exceed the allowable built -upon area.
14. The runoff from all built -upon area within the three specified drainage areas on
the project must be directed into the appropriate stormwater control system.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 990923 Modification
15. 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. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request
must be submitted to the Division of Water Quality accompanied by a
Name/Ownership Change Form signed by both parties involved, and supporting
documentation as listed on page 2 of 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 approves the transfer.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property 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 notify the Division in writing of any name, ownership or
mailing address changes within 30 days.
Permit issued this the 3rd day of July 2007.
NO=AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 990923
Page 5 of 7

Date Received
Fee Paid
Permit Number
State of North Carolina
Department of Environmental and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Cape Fear Community College (CFCC)
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Dr. Eric McKeithan, President
Mailing Address for person listed in Item 2 above:
411 Front Street
City: Wilmington State: _. _ _ N.C. _ Zip: 28401-3910_
Telephone Number: [phone] FAX: [phone]
4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
A new Public Safety Training Center
5. Location of Project (street address):
4500 Blue Clay Road
City: CFCC North Campus County: New Hanover
Directions to project (from nearest major intersection):
From Wilmington, take College Rd. (NC132) north to Blue Clay Road. 'Turn right to CFCC entrance.
Turn right and follow campus Loop Road to Project site located behind the McKeithan Building.
Latitude:
34019' 20" N Longitude: 770 52' 11" W
Contact person who can answer questions about the project:
Name: Carl Brown Telephone: [phone]
II. PERMIT INFORMATION:
of project.
1. Specify whether project is (check one): New Renewal X Modification
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number SW8 990923 and its issue date (if known) 6-18-2004
Form SW-101 Version 3.99 Page 1 of 4

Cape Fear Community College
Revised Drainage Areas
February 28, 2002
(Revised 12/11/03)
Basin Information
Drainage Area'1
Drainage Area 2
Drainage Area..3
Receiving Stream
Unnamed Trib to
Unnamed Trib to
Unnamed Trib to
Name
Prince George
Prince George
Prince George
Creek
Creek
Creek
Receiving Stream
C Sw
C Sw
C Sw
Class
Drainage Area
41.60 ac
9.20 ac
40.00 ac
Existing
-0-
-0-
-0-
Impervious. Area
Proposed`.
29.12 ac
6.44 ac
28.00-ac
Impervious Area
1% Impervious
6 %
6 %
50.8 %
Area (Current).. .
%o Impervious
70 %
70 %
70 %
Area Future
Impervious Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area 3
On -site Buildings
0.72 ac
-0-
2.69 ac
On -site Streets
0.27 ac
0.55 ac
1.71 ac
On -site Parking
2.09 ac
1.32 ac
12.09 ac
On -site Sidewalks
0.51 ac
-0-
2.76 ac
Tennis Courts.& Walk
-0-
-0-
1.06 ac
Subtotal
3.59 ac
1.87 ac
20.31 ac
Other on -site
Rest of Site is assumed
70% impervious
25.53 ac
4.57 ac
7.69 ac
Off -site
-0-
-0-
-0-
Total:
29.12 ac
6.44 ac
28.00 ac
RECEIVED
DEC 1 1 2003
DWQ

3.•, . Specify the type of project (check one):
6p- ZY-07
Low Density X High Density
Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control . 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748
III. PROJECT INFORMATION
In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater will be collected in a closed drainage system and discharged to the forebay of an existing
wet bottom detention pond which was designed, permitted, and constructed to accept this flow.
2. Stormwater runoff from this project drains to the Cape Fear River Basin.
3. Total Project Area: 14.48 acres
4. Project Built Upon Area: 12.31 acres, 85%
5. How many drainage areas does the project have? p�t�
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach and additional sheet with the informa n for each area provided in the same format as below.
QP 4,
Basin Information
Drainage Are ftZ
Drainage Area 2
Receiving Stream Name
Prince George Creek
Receiving Stream Class
"C SW"
Drainage Area
630,632 (K A LG
Existing Impervious *Area
32,060
Pro osed Impervious* Area
503,977
1/6 Impervious* Area (Total)
85%
Inn envious* Surface Area
Drainage Area 1 (ft)
Drainage Area 2
On -Site Buildings **
25,265
On -Site Streets (Area Paving)
-309;2=
On -Site Parking.13,939
On -Site Sidewalks
871
Other On -Site (Contingency
Amount)
-134,860
(OZ 190
Off -Site 1rj"(1±I
.14 0 &0
Total: 536,037 l23J 2C
** Includes future classroom, Building A.
*Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived? The offsite area was taken from the existing
permit and checked with topographic map, which found the area to be less than stated in the permit. No
change is requested. The offsite area consists of the campus Loop Road from the existing pond north to
Sidbury Road.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, out parcels, and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size, and the allowable built -upon area for each lot must be provided as an
attachment.
The following covenants are intended to ensure ongoing compliance with state stormwater management
permit number as issued by the Division of Water Quality. These covenants may not
be changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but not include
wood decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit
modification prior to construction.
5. All permitted runoff from the outparcels or future development shall be directed into the permitted
stormwater control system. These connections to the stormwater control system shall be performed in a
manner that maintains the integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for
the status and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ). A
complete package includes all of the items listed below. The complete application package should be submitted to
the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Forms) for each BMP oddAz
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/ Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Daniel E. Dawson, PE
Designated agent (individual or firm): WK Dickson & Co., Inc.
Mailing Address: 909 Market Street
City Wilmington State
Phone: [phone]
VIII. APPLICANT'S CERTIVICATION
NC
Zip: 28401
Fax: [phone]
I, (print or type name of person listed in General Information, Item 2) Dr. Eric McKeithan, President ,
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 w' 1 be recorded, d that the proposed project complies with the requirements of 15A
NCAC 2H.1000.
. f
Signature:
Form SWU-101 Version 3.99 Page 4 of 4

(to be provided 4y 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 ono nal
DCVO 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 LN_'OR)AjTON
Project Name: jnity Cnllegp
Contact Person: Nk�r'k N. I rarwP, P E Phone Number. 0910
Forprojects with multiple basins, specify which basin this worksheet applies to: Pnnri No 1
elevations
Basin Bottom Elevation 21.50 ft.
Permanent Pool EIevation 27.50 ft_
Temporary Pool Elevation 28455 ft.
:yeas
Permanent Pool Surface Area 96.948 sq. ft.
Drainage Area 41.6 ac.
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA1
Diameter of Orifice
Design Rainfall
Design TSS Removal'
-
29.12 ac.
515,398 cu. ft.
-4245 -- cu. ft.
105,041 cu.ft.
3.90
WSM
�a -_ I
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure over
(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)
(minimum 85% required)
For.n SW-[ -102 Rev _.99 P,oP 1

1 When usined upon the
g the Division SA/DA tables, the correct SAlDA ratio for permanent o01 sizing
should be computed actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value forcon-
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 NCDE..1R BW manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following
Departmentan
checklist outlines design requirements per the Stormwater Best Management Practices Mual
(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
/rI'h a- The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
mW b. The forebay volume is approximately equal to 20% of the basin volume.
/nN4 c. The temporary pool controls runoff from the -design storm event.
--A k' d. The temporary pool draws down in 2 to 5 days.
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width -ratio is greater than 3:1.
m ►�'� g. The basin side slopes above the permanent pool are no steeper than 3:1.
ill tjg h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
mNi! i. Vegetative cover above the permanent pool elevation is specified_
ml'# 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. "
L 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 hick will drain the basin for maintenance or an emergency.
An d p ,4y ed doto a-i
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 'Kdoes not incorporate a vegetated filter at the outlet.
This system (check one) 0 does ydoesnot incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3-99 n___ ') _: ,

Pond 1
Maintenance activities shall be performed as follows: Revised 12/22/c.
1. After every significant runoff producing rainfall event and at leastmonthly:
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 functig- ing:
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 strea
m, 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 ac-ppulated sediments.
When the permanent pool depth reads d -5 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads .07 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
0 Permanent Pool Elevation _ 27.50
Sediment Re oval El. �9S 75 P l
-�� - -- _ ____Sediment Removal Elevation 23.00 I
Bottom Ele ation 75;
Bottom Elevation 21 .50 25%
FOREBAY HALM POND
�. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
�. If the basin must be drained for an emergency or to perform maintenance, the flushinEr of sediment
through the emergency drain shall be minimized to the maximum extent practical.
orm SWU-102 Rev 3.99 p,,— : C' .,

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
changes to the system or responsible party.
Print name: Bic B. MMeltht
Title: R ESidA - CFI
Address: 411 "C& Frrnt StrEq WjIOrgtcn, PC 29401
Phone: 91Q-251-5100
Signature.�,�
Date: . g 3 q
Note: The fegallytespt'M" ible party should not be a homeowners association unless more than 50% of the Iots have been sold
axesident of the subdivision has been named the president
a Notary Public for the State ofltSA,h Ci`ll6/�1�
County of 4U�I ; do�hereb�ycertify- that A i//i e-- z!g�-
personally appeared before me this day of and acknowledge the d
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official sea
a
SEAL
ivly commission expires aO-e3e 2eDj
Fnrrr C<xTt i_7 n'7 A.,., 1 nn

� G
Permit No. 5w" l cIo cJ
(to be provided 1, 1)W
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Revisd 12/22/99
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 basi.
supplement for each basin, design calculations, and plans and specifications showing all basin and outle
structure details.
I. PROJECT-R,6"'nON
Project Name: Cdpe Fedr Cr rrrn ml tY col Ie9p
Contact Person: Mark N. Hdrgrove, P. E. Phone Number. f_ 910 1 762-4 00
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
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 P
100,021
cu. ft.
Temporary Pool Volume _ 25.732 cu. ft.
Forebay Volume (P 20.404 cu. ft.
Other parameters
S AIDA 1
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 foreba_y)
(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'- 90 % (minimum 85% required)
Form SNVU-102 Rev i.99 .,- __ , .

I 1JVL"ULG1).
r= l When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon tr
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for n
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provi
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS-removal-
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Man,
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Cc
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporti
documentation is attached. If the applicant has designated an agent in the Stormwater Management Pern
Application Form,_.th& gent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
MJ'X a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
mh' jam_ 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 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
Mud f. The basin length to width*ratio is greater than 3:1.
g_ The basin side slopes above the permanent pool are no steeper than 3:1.
.41J h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail),
4114 i. Vegetative cover above the permanent pool elevation is specified.
t i} 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 rial
of -quay.
1. If the basin is used for sediment and erosion control during construction, clean out of tht
basin is specified prior to use as a wet detention basin.
M/4 m. A mechanism is specified %yhicp will drain the basin for maintenance or an emergency_
PO4 w;/1 6t, p Kj ,ed cv,,
III. WET DETENTION BASIN OPERATION AL D NLAINTENANCE AGREEi4TEtiIT
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
does not
incorporate pretreatment other than a forebay.
'Pr%- 4Z wry I in-) n_._ I An

row 2
Maintenance activities shall be performed as follows: Revised 12/ 2/gg
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 de th 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 a�umulated sediments.
When the permanent pool depth reads 3 ,11 v feet in the main pond, the sediment shall be removed
When the permanent pool depth reads 3.00 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Q Permanent Pool Elevation 25.00
SedimenAReoval El. 22.00 75
Sediment Removal Elevation 21.25Bottation qa_____________ _
--------------------------
_
Bottom Elevation 20.00 25%
FOREBAY MALN 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 Pate 3 of 4

' rul UUILipUilciits of the wei oetenuon basin system shall be maintained in good working order.
e.
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. Mkift
Title: Presidffrt - CFCC
Address: 411 Sari F= S -mt Wilrrringtrn, KC 28V
PhnnP-
Si
910-251 51M
Date: 4 I /
� at
Note: The legally responsible parry should not be a homeowners association unless more than 5090 of the lots have been sold and
a reside¢[ of the subdivision has been named the president.
I, N • 67 � '" / 5 a Notary Public for the State of/ilor�
County of 8G0 ?VY I I do hereby certify that CiL-I'G
personally appeared before me this �� day of�%�m,�e�'l99 and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
r
SEAL.
Iy commission expires 3D�J6�
T=n— curtr in,) n_.. n nn

..
Q
Permit No. SW8 1 �C)C�ZS HC% 4
(to be provided by DWG
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORNI
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.
PROJECT(' INf0R54AT10N
Project Name: Cape Fear
Contact Person: Mark Hargrove Phone Number: [phone]
For projects with multiple basins, specify which basin this workshee-t applies to: Pond No. 3
elevations
Basin Bottom Elevation 19.5 ft. (floor of the basin)
Permanent Pool Elevation _ 25.00 ft. (elevation ofthe orifice)
Temporary Pool Elevation 26.20 fl. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
other parameters
S AiDA'
Diameter of Orifice
Design Rainfall
Design TSS Removal
Footnotes:
.
40.00
00
260.854
99,785
59,461
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 ofmain basin and forebay)
cu. ft. (volume detained above the permanent pool).
cu. ft. (approximately 20% of total volume)
i in.
90 %
(surface area to drainage area ratio from, DWO table)
(2 to 5 day temporary pool draw -down required)
(minimum 85 % required)
When using the Division SA/A tables, the correct SA fDA 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 desiu-ned to
provide 90% TSS removal. The NCDENR B?vfP manual provides design tables for both S5% TSS removal and 901io
TSS removal.
Form Stiti-i 1-t m R ; oa

II. REQURED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (IN Department of Environment, Health and Natural Resources, February 1999) and Administrative Code Section: 15 A
C.
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
Aft�_ a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
/11),%►, b. The forebay volume is approximately equal to 20% of the basin volume.
—PA N i1 c. The temporary pool controls runoff from the design storm event.
-The featporary pool draws down in 2 to 5 days..
.IV e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow calculations
rH ti f. The basin length to width ratio is greater than 3: 1.
tit ti d 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).
III !ti'/'ti i. Vegetative cover4. above the permanent pool elevation is specified.
mart' j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the basin is
specified prior to use as a wet detention basin.
A mechanismis specif ed which will drain the basin for maintenance or an emergency.
III. NVET DETEti"TION BASIN OPERATION A\TD M-UN- 7ENANCE AGREEti-IENT
The vet detention basin system is defined as the wet detention basin, pretreatment includins foreba_and the vegetated
filter if one is provided. rs
This system (check one) O does does not incorporate a vegetated filter at -the outlet.
This system (check one) O does does not incorporate pretreatment other than a forebay.
Form SNVU-102) Rev 3.99 pave 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 d6sip 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 10' feet in the forebay, the sediment shall be removed.
BASIN DIAGRAMt
(fill in the blanks)
Permanent Pool Elevation J 25.0
Sediment oval El 2�J1,75
Sediment Removal Elevation 20.87 75%
Bottom Ele anon 21.0 96------- -----------_- ___
Bottom Elevation 19.50 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.
b. 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 SWli-102 Rev 3.99 Page 3 of 4

I arknowledge 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 an
changes to the system or responsible party. Y
Print name: Eric B. McKeithan
Title: President - CFCC
Address: 411 South Front Stre(
Phone: [phone]
Date:
Signature:
Wilmington, NC 28401
1
Note: The legally responsible party should not be a homeowners association unless more than 50% of
have been sold and a resident of the subdivision has been named the president. the lots
%L'
0_1 LLZ8 C'`- a Notary Public for the State of
County of /UC() H1+I1)O U 67/2. do hereby certify that Ey2
personally appeared before me this _N day of C1 e TO Q?__ a v o,3
and acknowledge the due
execution of the forgoing wet d6tention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires I _.1 C l
Form SNtiTI 102 Rev 3.99 r,,,,A ,, -CA

.P
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
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
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-1-2-1-3 j�;3� 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' 0.064 (surface area to drainage area ratio from, DWQ table)
Diameter of Orifice 3.0 in. (2 to 5 day temporary pool draw -down required)
Design Rainfall 1.0 in.
Design TSS Removal 90 % (minimum 85%required)
Footnotes, i U N 6` 0 C 1
' When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing quld becomputed based
upon the actual impervious % and permanent pool depth. Linear interpolation should be kmplw _to 3eteririine -tl�ie
correct value for nonstandard table entries.
2 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:
I . When using the Division SA/DA tables, the corrw SA/DA ratio for pem>anent pool sizing should be acnral impervious % and permanent pool depth Linear interpolation should be employed to detertnine� based upon rfie
stanc}ard table entries_ correct value. for non-
2. In the 20 coastal counties, the requirement for a vegetative filter may be waived
if the wet
&tendon basin is 90'/o TSS-removal. The NCDENR BW manual provides design tables for both 85% TSS removal d 90� ��to pval_
U. REQUIRED TTEMS 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 isattached.' If the applicant has designated an agent in the Stornwater Management Permit
Application Forin, the'atent iriay initial below. If a requirement has not been met, attach justification.
Applicgpu Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
C. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days_
e. If required, a calculations. 30-foot vegetative filter is provided at the outlet (include non -erosive flow
f The basin length to width ratio is greater than 3:1.
Q- The basin side slopes above the permanent pool are no steeper than 3.1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right_ of -way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is 'specified prior to use as a vet detention basin.
m. A mechanism is specified which will drain the basin for maintenance or -an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMEN -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) ❑ does ® does not incorporate a vegetated filler at the outlet.
This system (check one) does ®does got 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 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°/0 of•the original design depth (see diagram below). Removed sediment shall be disposed of
in an approptiateIrrahner 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 the -main pond, the sediment shall be removed.
When the permanent pool depth reads 3.38 feet in the forebay, the sediment shall be removed-
4
Sediment Re oval El. 24.13
Bottom EI vation L3W
5
6
FOREBAY
BASIN DIAGRAM
rill in the hlanks)
Permanent Pool Elevation 27.50
750
--- Sediment Removal Elevation 24.13 75%
5% - --------------------------------------
Bottom Elevation 23.0 25%/
u. h 'I►11
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
If the basin must be drained.for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical. `
r-___ n ... .....

r
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, OLAX A . CA111002 _ , a Notary Public for the State of 1\)0 (Z.f 4 (2AAl )&
County of PC NO1512i do hereby certify that EIZ4C 15. ,MC1 T
personally appeared before me this -L— day of jUrj L c�60 r1 and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
NOTARY
PUBLIC
f/�f11111110
SEAL
My commission expires
Form SWU-102 Rev 3.99 Page 4 of 4

Summary of Impervious Areas for SW Permit Management Modification
CFCC Public Safety Training Center
DWQ Project No. SW 990923 Mod
WKD Project No. 40155.00.wl
7.2.07
From Existing Permit:
Area sq ft
Description
32,060
Existing road
503,977
Future Impervious
536,037
Total Impervious
Current Permit Modification
Area (sq ft
Description
25,265
Buildings
393,172
Area Paving and Existing Road
13,939
Parking Areas
871
Sidewalks
433,247
Subtotal
32,060)
Less Existing Road
401,187
Total Safety Center
32,060
102,790
Existing Road
Contingency Area
536,037
Total Impervious

SW 990923.Mod
Subject: SW 990923.Mod
From: "Steve Leimer" <[e-mail]>
Date: Mon, 2 Jul 2007 20:13:20 -0400
To: "Linda Lewis" <[e-mail]>
Steve Leimer, P. E.
WK Dickson & Co, Inc.
M. 910.512.1332
Content -Description: Summary of Impervious Areas.xls
Summary of Impervious Areas.xls Content -Type: application/vnd.ms-excel
Content -Encoding: base64
1 of 1 7/3/2007 7:57 AM

LETTER OF TRANSMITTAL I&WK
arDICKSON
community infrastructure consultants
909.Market Street Wilmington, North Carolina 28401
TO: Linda Lewis
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
910.762.4200 tel [phone] fax
DATE: June 26, 2007
SUBJECT: SW Permit Documents
DWQ No SW8 990923 Mod.
Public Safety Training Center
CFCC, North Campus
PROD. NO: 40155.00.WL
We are sending via:
❑ Overnight
❑ Regular Mail
❑ Pick-up
® Hand Delivered
The following items:
❑ Correspondence
❑ Plans
❑ Specifications
® Other as listed below:
COPIES
DATE
DESCRIPTION
1
NA
Revised page 2 of 4 showing a total impervious area of 536,037 sq. ft.
1
6.26.07
Summary of Impervious Areas for your information
1
---
- ------_....... _ __— ----- ----- ---- - --- ... - - --- -- -- - — — ---...—.........
Stormwater Management Permit Application for Signing on Page 4
THESE ARE TRANSMITTED as checked below:
❑ For Approval
® As Requested
❑ Approved as Submitted
❑ Returned for Corrections
❑ For Your Use
® For Review and Comment
❑ Approved as Noted
❑ Forward to Subcontractor
REMARKS:
COPY TO: Dan Dawson, WKD
File 4015500wl
JUN 18 2,07
SIGNED:
e Leimer, PE

Re: CFCC Public Safety SW8 990923 Mod.
Subject: Re: CFCC Public Safety SW8 990923 Mod.
From: Linda Lewis <[e-mail]>
Date: Tue, 26 Jun 2007 08:50:00 -0400
To: Steve Leimer <[e-mail]>
Steve:
The June 2004, permit had a total BUA of 536,037 sf for Pond 4, which included
32,060 sf of existing BUA and 503,977 sf for future development. If the proposed
BUA for project is 401,187, then when you subtract that from 503977, you have
102,790 sf leftover. Unless the 401187 you report in the narrative includes the
32060 sf of existing impervious? If it does, then 536037 - 401187 = 134850 leftover
for future development. Between existing, proposed, and contingency, it all has to
add up to the max BUA for Pond 4 of 536,037. You don't ever want to apply for less
than the maximum.
Linda
Steve Leimer wrote:
Linda, The proposed figure of
the
503,997 sf includes 32,060 sf from
existing road, 401,187 sf from the Safety Training Center, and
70,730 sf
of contingency area. This is described in the Stormwater Narrative
(copy attached) .
I understood from your previous comments that the proposed figure
should
include all impervious areas. If I am incorrect, please advise if
the
proposed should show 401,187 sf for this project or 471,937 sf for
this
project and the contingency area.
Steve Leimer, P. E.
M: 910.512.1332
-----Original Message -----
From: Linda Lewis [mailto: linda. lewis@ncmail. net] Sent: Monday,
June 25, 2007 10:49 AM
To: Steve Leimer
Subject: CFCC Public Safety SW8 990923 Mod.
Steve:
One more thing- the BUA listing on page 2 of the application for
Pond 4 left off the existing BUA of 32,060 sq; ft. The grand total
of BUA for Pond 4 should be 536,037 sq. ft. Please make this change
to the application and supplement.
Linda
1 of 1 6/26/2007 8:50 AM

CFCC Public Safety Center
Subject: CFCC Public Safety Center
From: Linda Lewis <[e-mail]>
Date: Mon, 25 Jun 2007 10:33:57 -0400
To: Steve Leimer <[e-mail]>
Steve:
I received yet another copy of the Pond 4 supplement form. I MUST have an original
signature and an original notary on the document before issuing the permit.
Thank you.
Linda
1 of 1 6/25/2007 10:49 AM

SITE
LOCATION MAP
N.T.S.
GRAPHIC SCALE
0 100 200 300 400 500 600 700
SCALE: 1"=300'
DICKSON
ot"'N'Awto
SIDBURY ROAD
...........
NX
.00 X
MAIN ENTRANCE
TO
CFCC NORTH CAMPUSp--�',
7i Y"
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. . ......
Hi PISTA
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909 MARKET STREET ate : 03/01/07
VALMINGTON, N 401E -
(910) 7FU-1200 Cale: --300
.—.--.......--IDrawn : JRM
CAPE FEAR COMMUNITY COLLEGE
NORTH CAMPUS
ft
IR* CAROLINA ENVIRONMENTAC\
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
N--J (*,I-
BUC SAFETY
CENTER
RECEIVED
MAR 0 2 2007
OVERALL SITE PLAN
Office Locations:
North Cardino

CFCC Public Safety SW8 990923 Mod.
Subject: CFCC Public Safety SW8 990923 Mod.
From: Linda Lewis <[e-mail]>
Date: Mon, 25 Jun 2007 10:48:55 -0400
To: Steve Leimer <[e-mail]>
Steve:
One more thing- the BUA listing on page 2 of the application for Pond 4 left off
the existing BUA of 32,060 sq, ft. The grand total of BUA for Pond 4 should be
536,037 sq. ft. Please mace this change to the application and supplement.
Linda
Sa3q,'� & (we.
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5osciv- qW 17 = tozl qo
1 of 1 6/25/2007 10:49 AM

CFCC North Campus SW8 990923
Subject: CFCC North Campus SW8 990923
From: Linda Lewis <[e-mail]>
Date: Thu, 24 May 2007 16:52:17 -0400
To: Steve Leimer <[e-mail]>
Steve:
Thank you for the supplements that you sent in. I'm not sure what has happened, but
the Pond 4 supplement is incorrect and needs to be corrected. The current
application for Pond 4 requests a drainage area of 14.48 acres and a BUA of 536,037
sq. ft., however the supplement form that appears to have been included with the
June 2004 application, reports a drainage area of only 12.11 acres and a BUA of
422,096 sq. ft. These are the only two numbers on the supplement that will need to
be corrected before the permit can be issued. All the other numbers remain the
same.
Please correct page 1 and have Mr. McKeithan sign, date & notarize a new original
supplement form.
Thank you.
Linda
1 of 1 5/24/2007 4:52 PM

CFCC North Campus Mod. SW8 990923
Subject: CFCC North Campus Mod. SW8 990923
From: Linda Lewis <[e-mail]>
Date: Wed, 06 Jun 2007 10:19:11 -0400
To: Steve Leimer <[e-mail]>
Steve:
I received what was purported to be the original signature page of the Pond 4
supplement, however, it is a photocopy. Please locate and submit the original
signature page for this supplement. Thanks,
Linda
1 of 1 6/6/2007 10:38 AM

CFCC North Campus Modification SW8 990923
Subject: CFCC North Campus Modification SW8 990923
From: Linda Lewis <[e-mail]>
Date: Mon, 04 Jun 2007 12:13:12 -0400
To: Steve Leimer <[e-mail]>
Steve:
Thanks for the faxed pages for Pond 4, however, I will need the originals before
proceeding with the review.
Linda
1 of 1 6/4/2007 12:41 PM

Peggy Brickhouse
From:
Steve Leimer
Sent:
Monday, June 04, 2007 10:10 PM
To:
Daniel E. Dawson; Peggy Brickhouse
Subject:
FW: CFCC North Campus Modification SW8 990923
Steve Leimer, P. E.
M: 910.512.1332
-----Original Message -----
From: Linda Lewis [mailto:[e-mail]]
Sent: Monday, June 04, 2007 12:13 PM
To: Steve Leimer
Subject: CFCC North Campus Modification SW8 990923
Steve:
Thanks for the faxed pages for Pond 4, however, I will need the originals before
proceeding with the review.
Linda
1

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 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
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
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
SAIDA'
Diameter of Orifice
Design Rainfall
Design TSS Removal
Footnotes:
23.00
27.50
28.50
43,456
14.48
12.13
142,780
46,300
_ 29,250
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)
0.064
3.0 in.
1.0 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 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 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 SW-102 Rev 3.99 Page 1 of 4

Footnotes:
L When using the Division SA/DA tables, the cmect SA/DA ratio for pemment pool sizing should be
standard table errthe
waW s %
nd pe manent pool depth. Linear interpolation should be employed to determine the correct �� on-
iLK
2. In the 20 emstal axinfies, the reP&emerrt for a vegetative filter may be waived if the wet
detention basin is igned
W/o TSS-removal. The NCDENR BW manual provides desiffi to tables for both 85% TSS removal gpdj,��removalvide
II- REQUIRED ITEMS cmacun
The following checklist outlines design requirements per the Stormwater Best Management Practices Ivianual
(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 Fotrn, theageni iriay initial below. If a requirement has not been met, attach justification.
—4—
fs
a. The permanent pool depth is between 3 and 6 feet (required. minimum of 3 feet).
b. The foreba 1
y vo ume 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-foot vegetative filter is provided at the outlet (include non -erosive flow
f. The basin length to width ratio is greater than 3:1.
g- The basin side slopes above the permanent pool are no stee th
h. A submerged and vegetated Pef an 11.
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 includil-� g
of -way. access to nearest right_
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 br an emergency.
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) ❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one) ❑ does 0 does not incorporate pretreatment other than a forebay.

Maintenance activities shall be performed as follows:
l . 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 good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
I 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 75Voof•the original design depth (see diagram below). Removed sediment shall be disposed of
in do appropliate lTrahner 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 the -main pond, the sediment shall be removed.
When the permanent pool depth reads 3.3$ feet in the forebay, the sediment shall be removed.
Sediment Re oval EL - 7�
Bottom El vation 23-0 5
FOREBAY
BASIN DIAGRAIVI
011 in the blanks)
Permanent Pool Elevation 27.50
Sediment Removal Elevation 24.13 75%
%-----------------------------------
-- ---
Bottom Elevation 23.0 25%
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, GMd!;_an, IIr,_.,-- n 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:
Signal
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, �1E 1��}l l i.�C✓I� _ , a Notary Public for the State of 6)O214 CAPAIJAA
County of P A/ 01 YZ- do hereby certify that QUC 6 �L' �C 1 I
IMN
personally appeared before me this -L day of tJ (,t,N L c20017 and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
tOptlifUlltih��/t
NOTARY =
PUBLIC
,V
fat/111111iN
SEAL
My commission expires a,l ao 1
Form SWU-102 Rev 3.99 Page 4 of 4

LETTER OF TRANSMITTAL W�WK©ICKSON
community infrastructure consultants
909 Market Street
TO: Ms. Linda Lewis
Wilmington, North Carolina 28401 910.762.4200 tel [phone] fax
NC Department of Environment and NR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
DATE:
May 23, 2007
SUBJECT: CFCC Safety Center
Permit Applications
PROD. NO: 40155.00.WL
We are sending via:
❑ Overnight
❑ Regular Mail
❑ Pick-up
[►Hand Delivered
The following items:
❑ Correspondence
❑ Plans
❑ Specifications
[Other as listed below:
COPIES I DATE I NO. I DESCRIPTION
1 1 Approved Supplement Forms for Ponds 1, 2, 3, and 4
THESE ARE TRANSMITTED as checked below:
❑ For Approval g As Requested ❑ Approved as Submitted ❑ Returned for Corrections
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ Forward to Subcontractor
REMARKS:
Linda — Attached is information from Carl Brown at Cape Fear Community College. This is the information
you requested in your e-mail to me. Should you need anything further, please let me know.
'AY' 2 4 7007
Y: I
COPY TO:
SIGNED:
Steve Leimer, PE

RE: CFCC North Campus SW8 990923
Subject: RE: CFCC North Campus SW8 990923
From: "Steve Leimer" <[e-mail]>
Rate: Wed, 23 May 2007 11:54:38 -0400
To: "Linda Lewis" <[e-mail]>
I will try to get you copies as soon as possible. Thank you for your review.
-----Original Message -----
From: Linda Lewis [mailto:[e-mail]
Sent: Wed 5/23/2007 11:26 AM
To: Steve Leimer
Cc: Ed Beck
Subject: CFCC North Campus SW8 990923
Steve:
I wrote the permit yesterday and started searching for the previously
approved supplement forms for Ponds 1, 2 and 3, however, I was unable to
locate the originals in our files. I think that they were somehow
misplaced after the last permit modification. I have requested copies
from Central Files, but I do not know how long that will take. Since I
would really like to get this permit issued as quickly as possible, can
I trouble you to ask Dr. McKeithan to make a copy of all of the wet pond
supplement forms from his June 18, 2004, permit and send them to me?
Thanks,
Linda
1 of 1 5/23/2007 4:04 PM

WK
DICKSON
community infrastructure consultants
March 1, 2007
Ms. Linda Lewis
North Carolina Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RE: Revised Stormwater Management Permit Application
Public Safety Training Center
Cape Fear Community College, North Campus, New Hanover County, NC
DWQ Project No. SW 990923 Mod
WKD Project No. 40155.00.WL
Dear Ms. Lewis:
Thank you for your review of the application for a Stormwater Management Permit for the Public Safety Training
Center at the CFCC North Campus in New Hanover County, NC. Enclosed is the material you requested in your
letter of February 7, 2007 including:
1. Two copies of Drawing 2.04 showing pavement and building dimensions.
2. Two copies of an Overall Site Plan for the North Campus showing all existing improvements and the
proposed Public Safety Training Center.
3. Two copies of a Site Plan for a proposed pump station.
Please note that it has been determined that a sanitary sewer pump station is needed to serve the Safety Center
and other portions of the North Campus. The Overall Site Plan shows the location of this pump station. This
pump station site will add 1,600 square feet of imperious area to Pond #1 Drainage Area. Pond # 1 is sized to
accept 1,112,087 square feet of future capacity.
We look forward to your review and approval. Thank you.
Sincerely,
W. K. Dickson & Inc.
MAR 1012001
BY:
Steven D. Leimer, PE
Enclosures as noted
cc: Carl Brown, CFCC; Jim Stumbo, SCN Architects; Dan Dawson, WKD; Denise Freund, WKD
909 Market Street
Wilmington, NC 28401
Tel. [phone]
Fax [phone]
www.wkdickson.com
North Carolina . South Carolina . Georgia . Florida

O�O� W A T '�qpG
c
>_
r
February 7, 2007
Eric McKeithan
Cape Fear Community College
411 Front Street
Wilmington, NC 28401-3910
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Subject: Request for Additional Information
Stormwater Project No. SW8 990923 Mod.
Cape Fear Community College North Campus
Public Safety Training Center
New Hanover County
Dear Dr. McKeithan:
Alan W. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a modified Stormwater Management Permit Application for
Cape Fear Community College North Campus -Public Safety Training Center on November 14, 2006. A
preliminary review of that information has determined that the application is not complete. The
following information is needed to continue the stormwater review:
Please provide 2 layout plans with dimensions for the buildings, parking, sidewalks,
streets, etc.
2. Please provide 2 overall Master Plan maps with the site located on it.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received in this Office prior to March 7, 2007, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items,
including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax .number at the bottom of this letter. The request must
indicate the date by which you expect to submit the required information. The Division is allowed 90
days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on aii correspondence. Any original documents
that need to be revised have been sent to the engineer or agent. All original documents must be
returned or new originals must be provided. Copies are nof acceptable. If you have any questions
concerning this matter please feel free to call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
ENB/arl: S:\WQS\STORMWATERIADDINFO\2007\990923.feb07
cc: Steve Leimer, P.E., WKDickson
Linda Lewis
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone]
Wilmington Regional Office Internet: www.ncwaterquality.ore Fax [phone]
tCarolina
ra!!y
Customer Service
1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

CLSCF:PT:.^^ D4?E
REVISIONS
VALVE VAULT
NOTES:
1. PUMP STATION ENTRANCE ROAD SHALL BE
GRADED TO ENSURE POSITIVE DRAINAGE
TOWARD THE LOOP ROAD AT 0.1 % SLOPE
2. MANHOLES, WETWELL, AND VALVE VAULT SHALL
BE PLACED AT 6" ABOVE GRADE.
3. PUMP STATION AREA INSIDE FENCE TO HAVE 4",
#57 M WASHED STONE.
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CAPE FEAR COMMUNITY COLLEGE
WILAMNOTON, NC
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CFCC North Campus Public Safety Training Center SW9 990923
Subject: CFCC North Campus Public Safety Training Center SW9 990923
From: Linda Lewis <[e-mail]>
Date: Wed, 07 Feb 2007 15:50:53 -0500
To: Steve Leimer <[e-mail]>
Steve:
Attached please find my two review comments for this project.
Linda
..................... ...
Content -Type: application/msword
990923.feb07.doc
Content -Encoding: base64
................. _..._.._
1 of 1 2/7/2007 3:51 PM

OF W ATF9
O� QG
O 'C
February 7, 2007
Eric McKeithan
Cape Fear Community College
411 Front Street
Wilmington, NC 28401-3910
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Subject: Request for Additional Information
Stormwater Project No. SW8 990923 Mod.
Cape Fear Community College North Campus
Public Safety Training Center
New Hanover County
Dear Dr. McKeithan:
Alan W. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a modified Stormwater Management Permit Application for
Cape Fear Community College North Campus -Public Safety Training Center on November 14, 2006. A
preliminary review of that information has determined that the application is not complete. The
following information is needed to continue the stormwater review:
Please provide 2 layout plans with dimensions for the buildings, parking, sidewalks,
streets, etc.
2. Please provide 2 overall Master Plan maps with the site located on it.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received in this Office prior to March 7, 2007, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items,
including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The request must
indicate the date by which you expect to submit the required information. The Division is allowed 90
days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original documents
that need to be revised have been sent to the engineer or agent. All original documents must be
returned or new originals must be provided. Copies are not acceptable. If you have any questions
concerning this matter please feel free to call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
ENB/arl: S:\WQS\STORMWATER\ADDINFO\2007\990923.feb07
cc: Steve Leimer, P.E., WKDickson
Linda Lewis
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone]
Wilmington Regional Office Internet: www.ncwaterguality.org Fax [phone]
N"o��cItCaro ' a
dvatura�U
Customer Service
1-877-623-6748
An Equal OpportunitylAffimtative Action Employer— 50% Recycled/10% Post Consumer Paper

STORMWATER MANAGEMENT NARRATIVE
And Drainage Calculations
A New Public Safety Training Center
Cape Fear Community College, North Campus
New Hanover County, NC
Revised November 3, 2006
NOV 14 2006
Dw
,Roy# sw�9�oq
Prepared for Cape Fear Community College
Under Contract to Stewart Cooper Newell Architects
W. K. Dickson & Co., Inc.
909 Market Street
Wilmington, North Carolina 28401
[phone]
Page 1 of 4

Stormwater Management Narrative
A New Public Safety Training Center
Cape Fear Community College, North Campus
New Hanover County, NC
WKD No. 40155.00.WL
Revised November 3, 2006
PROJECT DESCRIPTION:
The new Public Safety Training Center will be constructed on the North Campus of Cape Fear
Community College (CFCC) located north of Wilmington in New Hanover County, NC. Theproject
consists of various training facilities that will be used by CFCC, New Hanover County, and the City of
Wilmington for training their Fire, Police, and EMS personnel in all areas of public safety.
The project site is located east of the main campus buildings between a Campus Loop Road and
Interstate 40. The site will include a Fire Apparatus Training and Maintenance building, a Fire Drill
Tower, Residential and Commercial Burn Training buildings, a Tear Gas Training building, a Control
Tower, Water Drafting Pits, a Vehicle Extrication Training pad, a Compressed Gas Small Fire
Simulation pad, and a Truck Driver Training pad. Site work will include provisions for a future
Classroom building.
DISTURBED AREA:
The maximum disturbed area for the Public Safety Training Center when it is completely built out is
11.38 acres, which includes 9.21 acres of imperious surface for the safety training area, the future
classroom, and the driver training pad. The entire project area will drain into an existing wet bottom
detention pond which was designed, permitted, and constructed to accept runoff from this project
under NCDENR Division of Water Quality Stormwater Management Permit No. SW8 990923
Modification (attached). This pond is identified as Pond No. 4 in the permit.
The existing pond was designed to accept flow from 630,632 sq ft (14.48 acres), including 32,060 sq ft
(0.74 acres) of impervious area from the campus Loop Road and 503,,977 sq ft (11.57 acres) of
impervious area from "future areas" (the new Public Safety Training Center). The actual proposed
impervious area of the Public Safety Center will be 401,187 sq ft (9.21) acres. This aiiows a
"contingency amount" of impervious area of 70,730 sq ft (1.62 acres).
FLOODPLAIN:
A portion of the site is located in Zone AE according to the most recent Flood Insurance Rate Map
(FIRM) of April 3, 2006. This area is shown on the Existing Conditions Plan and the Grading Plan.
The new FIRM uses the datum NGVD88, but the project datum is NGVD29. The FIRM indicates a
100-year flood elevation of 33.0, which equals 33.95 on the project datum.
The site was in Zone C on the previous FIRM dated April 15, 1986. (Community Panel No. 370168-
0030 C.)
Page 2 of 4

The new floodplain covers a portion of the proposed Truck Driver Training Pad and the existing
detention Pond No. 4. No proposed buildings will be located in the existing floodplain. The
proposed Truck Driver training pad will be raised more than one foot above the 100-year floodplain.
STORMWATER MANAGEMENT:
Under existing conditions, the site generally drains north and east at a maximum ground slope of
approximately 1 percent, with several very flat areas. Runoff leaves the site to the east, flows under I-
40, then north to Prince George Creek, and eventually to the Cape Fear River. Several ditches exist
that were apparently dug to help drain the site. One ditch flows east to a culvert under an 1-40 ramp.
The other ditch flowed north, but was cut off by construction of the detention pond. The site is
covered with small diameter trees and thick brush.
Because the site will be used for intensive training with heavy duty vehicles, it will mostly be.paved
with asphalt and concrete pavements. The existing ditches will be filled in, but the major drainage
patterns will not be changed. The site will continue to drain north and east through the existing
detention pond.
The proposed stormwater management plan consists of constructing an enclosed storm sewer system
to collect runoff form the various training facilities and direct the runoff into the forebay of the existing
stormwater management plan. The Drainage Plan (Sheet 2.07) shows the storm sewer system and the
drainage areas for the site. Also attached is the output data from the Hydaflow computer program
used to size the sewers. The system is designed to collect runoff from the 10 and 25 year storms
without surcharging. Runoff from greater storm events will flow overland to the existing pond.
EROSION CONTROL MEASURES:
The project will control erosion primarily with temporary protection measures using silt fence, drop
inlet protection, curb inlet protection, rip rap at pipe outlets, stone check dams, and temporary
construction entrances.
The contractor will be required to install, maintain and remove upon completion silt fence as
necessary to prevent any sediment from leaving the limits of disturbance. This will include temporary
stockpile areas. The contractor will be required to clean and restore to pre -construction conditions any
areas that may inadvertently be damaged due to the failure of the erosion control measures.
SCHEDULING OF WORK:
A Construction Sequence is shown on the project Drawings, which directs the contractor to install and
maintain erosion control measures. It states:
1. Notify NCDENR Division of Land Resources and hold a pre -construction meeting on site prior
to beginning work.
2. Construct temporary construction entrances.
3. Install silt fence around entire site, install check dam at existing ditch, and install curb inlet
protection on the existing inlets in the campus Loop Road.
4. Construct temporary sediment trap.
5. Clear site, begin grading operations. Minimize disturbed area.
6. Place temporary seeding and mulch on disturbed areas as construction proceeds, but no more
than 21 calendar days of completion of a grading phase.
Page 3 of 4

7. Place silt fence around and temporary seeding on stockpiles that will remain more than 21
calendar days. Ensure that runoff from stockpiles will flow through silt fence before exiting
project limits.
8. Install storm sewer beginning at outlet with permanent rip rap apron. Seed and mulch
disturbed bank of pond. Construct temporary rip rap aprons in sediment basin.
9. Install inlet protection immediately upon completion of inlets. Install closed lids on manholes
immediately upon completion.
10. Install remaining utilities, paving and facilities.
11. Monitor and maintain erosion control measures continually. Refer to maintenance plan shown
on Detail sheets.
12. Monitor discharge into existing forebay, clean when sediment reaches 75% of capacity.
13. Clean and restore any area outside the project limits that is damaged due to failure of erosion
control measures. Restore erosion control measures.
14. After all disturbed areas are stabilized with seeding or pavement, clean existing forebay of
sediment to original design elevation.
15. Upon approval by NCDENR, remove erosion control measures and seed any disturbed areas
caused by removal operations.
Page 4 of 4

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s}Da}iyo •' aMa� Nadoo DMOISSI-
uw oo
a�+oi r

Dr. Eric McKeithan, President
Trustees of Cape Fear Community College
411 South Front Street
Wilmington, NC 28401
Dear Dr. McKeithan:
Michael F. Easley, Governor
ry
North Carolina Department of c11virorUndht�and Natural Resouercess
Alan W. )Qmek. P_E_,0ireator
Division of Water Duality
Coleen H_ Sufins, Deputy Director
Division Of Water ouality
June 18, 2004 DECEIVED
JUN 21 20(4
ANDREW AND KOSKE.
Subject: Permii,No. SW8 990923 Modification
Cape Fear Community College -North
Cwnpus
High Density Stormwater Project
New Hanover County
The Wilmington Regional Office received a compiete modification to the Stormwater
Management Permit Application for Cape Fear Cotfimunity College -North Campus on Julie 18, 2004.
Staff review of the plans and specifications has determined that the project, as proposed will comply with
the Stormwater Regulations set forth in Title l SA NCAC 21`1.1000. We are forwarding Permit No. S W8
990923 Modification dated June 18, 2004, for the construction of Cape ]Fear Cornmuniiy College -North
Campus.
This permit steal] be effective from the date of issuance until Jaiiiiary 28, 2010, (10 years from the
original issue date) and shall be subject to the conditibns and limitations as specified therein. Please pay
Special attention to the Operation and M' 'aintenuce requirements in this permit. Failure to establish an
adequate syst-m for operation and Inairitenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (330) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chaprer 15013 of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O_ Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made -this permit shall.be final and binding.
lfyou have any questions, or need additional information concerning this matter, please contact
either Laurie Munn, or me at [phone].
Sincerely,
Rick Shiver
Water Quality Reiional-Supervisor
RSS/ism: S:1V►QSISTORMWAWER-MIT1990923mod.jun04
CC: Phil=Norris,- P_E:.
Tony Roberts, New l4anovet County Inspections
Beth B. Wetherill, New Hanover County Engineering
Laurie Munn
Wilmington Regional Office
Central Files

Permit No. SW8 990923 Modification
1 NISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name. Cape Fear Community College
North- Campus
Permit Number. SW8 990923 Modification
Location: Blue Clay Road, New Hanover County
Applicant: Dr. Eric McKeithan, President
Mailing Address:
Application Date:
Name of Receiving Stream/Index #:
Classification of Water Body:
Pond Number
Drainage Area, acres:
Onsite:
-Ofisite:
Total Impervious Surfaces; f 2:
Buildings f
Streets, f:
Parking, f .
Sidewalk, fly:
Tennis Court,t'-:
Future Area, fl--
bond Depth, feet:
Permanent Pool Elevation, FMSL:
Provided Surface Area, fl'-:
Prodded Storage Volume, fl3:
Temporary Storage Elevation, FMSL:
Controlling Orifice Pipes:
Forebay Volume, W:
Trustees of Cape Fear Community College
411 South Front Street
Wilmington, NC 28401
January 28, 2000
June 18, 2004 Modification
Prince George Creek / CPF23 (18-74-53)
"C Sw"
Pond 1
41.60
41.60
0
1,268,467
31,363
11,761
91,040
22,216
0
1,112,087
6.00
27.50
96,948
104,272
28.55
3 @ 3.01f
105,041
Pond 2
9.20
9.20
0
280,526
0
23,958
57,500
0
0
199,068
5.00
25.00
31,061
25,661
25.80
1 @ 2.0tT
20,404

'
Vempt N.,. S W 8 990923 Modification
,�-XVISION OF WATER QUALITY
.PROJECT DESIGN DATA SHEET
Project Natne:
Cape Fear Community College
North Campus
Permit Number:
SW8 990923 Modification
Location:
Blue Clay Road, New Hanover County
Applicant:
Dr. Eric McKeithan, President
Mailing Address:
'Trustees of Cape Feat Community College
411 South Front Street
Wilmington, NC 28401
Application Date:
January 28, 2000
June 18, 2004 Modification
N&be ofReceivine, Stream/Index 4:
Prince George Creek / CPF23 (18-74-53)
Classification of rater 13o4y:
"C SW#
L
Pond Number
Pond 3 Pond 4
Drainage Area, acres:
40.00 14.48
Omit€:
40.00 14.48
Of#site:
0 0
Total Impervious Surfaces, ft :
1,219,680 536,037
Buildings ft':.
117,176 0
�-
Streets, ft:
74,488 32,060 ,
Parking, ft2:
526,640 0
Sidewalk, ftZ:
120,226 0
Tennis Court, ftz:
46,174 0
Future Area, ft2:
334,976 503,977 —
Pond Depth, feet:
5.50 4.50
Permanent Pool Elevation, FMSL:
25.00 27.50
Provided Surface Area, ft`:
78)605 43,456
Provided Storage Volume; ft3:
99,805 46,300
Temporary Storage Elevation, FMSL:
26.20 28.50
Controlling Orifice Pipes:
2 @ 3.0"gyp 3.0"
Forebay Volume, ft3:
59,461 29,250

O1 FF-1 � 'r 11SV, ONLY
' _
Date Received
Fee aid
Permit Number
il-/©f
laaage29
©?1U&-
State of North Carolina
Department of Environmental and 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. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Cape Fear Community College (CFCC)
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Dr. Eric McKeithan, President
3. Mailing Address for person listed in Item 2 above:
411 Front Street
City: _ Wilmington State: N.C. Zip: 28401-3910
Telephone Number: [phone] FAX: [phone]
4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
A new Public Safety Training Center
5. Location of Project (street address):
4500 Blue Clav Road
City: CFCC North Campus County: New Hanover
6. Directions to project (from nearest major intersection):
From Wilmington, take College Rd. (NC132) north to Blue Clay Road. Turn right to CFCC entrance.
Turn right and follow campus Loop Road to Project site located behind the McKeithan Building.
7. Latitude: 34019' 20" N
Longitude: 770 52' 11" W
Contact person who can answer questions about the project:
Name: Carl Brown Telephone: [phone]
II. PERMIT INFORMATION:
of project.
1. Specify whether project is (check one): New Renewal X Modification
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number SW8 990923 and its issue date (if known) 6-18-2004
Form SWU-101 Version 3.99 Pagel of 4

Cape Fear Community College
Revised Drainage Areas
February 28, 2002
(Revised 12/11/03)
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area 3
Receiving Stream
Unnamed Trib to
Unnamed Trib to
Unnamed Trib to
Name
Prince George
Prince George
Prince George
Creek
Creek
Creek
Receiving Stream
C Sw
C Sw
C Sw
Class
Drainage Area
41.60 ac
9.20 ac
40.00 ac
Existing
-0-
-0-
-0-
Impervious Area
i.
Proposed
29.12 ac
6.44 ac
28.00' ac
Impervious Area
% Impervious
6 %
6 %
50.9 %
Area Current
_- 70 %
% Impervious
70 %
70 %
Area Future
Impervious Surface Area
Drainage Area 1
Drainage e Area 2
Drain:a a Area 3
On -site Buildings
0.72 ac
-0-
2.69 ac
On -site Streets
0.27 ac
0.55 ac
1.71 ac
On -site Parking
2.09 ac
1.32 ac
12.09 ac
On -site Sidewalks
0.51 ac
-0-
2.76 ac
Tenrtis Courts & Walk
-0-
-0-
1.06 ac
Subtotal
3.59 ac
1.87 ac
20.31 ac
Other on -site
Rest of Site is assumed
70% impervious
25.53 ac
4.57 ac
7.69 ac
Off -site
-0-
-0-
-0-
Total:
29.12 ac
6.44 ac
28.00 ac
RECEIVED
DEC 1 1 2003
nwQ
PROJ # SW � q= oq2 _

3. Specify the type of project (check one):
Low Density X High Density Redevelop
General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control _ 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Se..dce Center at
1-877-623-6748
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater will be collected in a closed drainage system and discharged to the forebay of an existing
wet bottom detention pond which was designed, permitted, and constructed to accept this flow.
2. Stormwater runoff from this project drains to the _ Cape Fear River Basin.
3. Total Project Area: 14.48 acres
4. Project Built Upon Area: 12.31 acres. 85%
5. How many drainage areas does the project have?
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach and additional sheet with the informatipn for each area provided in the same format as below.
Basin Information
Drainage Are (ftz)
Drainage Area 2
Receiving Stream Name
Prince George Creek
Receiving Stream Class
"C SW"
Drainage Area
630,632 64.4$2e
Existing hn ervious*Area
32,060
Proposed Impervious* Area
503,977
% Impervious* Area (Total)
85%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -Site Buildings **
25,265
On -Site Streets (Area Paving
On -Site Parking
13,939
On -Site Sidewalks
871
Other On -Site (Contingency
Amount)
144,869
j UZ ?1I D
i5 .*
0 &0
Total: 536,037
** Includes future classroom, Building A.
*Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

' 7. How was the off -site impervious area listed above derived? The offsite area was taken from the existing
permit and checked with tWogra hip c map which found the area to be less than stated in the permit No
change is requested. The offsite area consists of the campus Loop Road from the existing pond north to
Sidbury Road.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, out parcels, and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size, and the allowable built -upon area for each lot must be provided as an
attachment.
The following covenants are intended to ensure ongoing compliance with state stormwater management
permit number as issued by the Division of Water Quality. These covenants may not
be changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick stone, slate or similar material but not include
wood decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit
modification prior to construction.
5. All permitted runofffrom the outparcels or future development shall be directed into the permitted
stormwater control system. These connections to the stormwater control system shall be performed in a
manner that maintains the integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for
the status and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SVIU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of

' VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ). A
complete package includes all of the items listed below. The complete application package should be submitted to
the appropriate DWQ Regional Office.
1 Please findicate that you zve Yr^vided follcvving required fi ormnation by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form !
• One copy of the applicable Supplement Form(s) for each BMP(�
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/ Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, fmished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Daniel E. Dawson, PE
Designated agent (individual or firm): WK Dickson & Co., Inc.
Mailing Address: 909 Market Street
City Wilmington
Phone: [phone].
State: NC
VIII. APPLICANT'S CERTIFICATION
Zip: 28401
Fax: [phone]
I, (print or type name ofperson listed in General Information, Item 2) Dr. Eric McKeithan, President
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 wall be recorded,�nd that the proposed project complies with the requirements of 15A
NCAC 2H.1001 � //
01
Signature: " v+� / Datc: �� . J�
Form SWU-101 Version 3.99 Page 4 of 4

SIV Wo?Z3 IIOD
State of North Carolina (to be provided by DWQ)
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT AI'PLICATTON FORIvi
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 IN-FORIk ON
Project Name: - Cap Fear (%rnm inifiy Cn11 Pap
Contact Person: rk N N�rQm�,P, P F Phone Number. (91() 1 7F2-4n
For projects with multiple basins, specify which.basin this worksheet applies to: Pnnti U0 1
elevations
Basin Bottom Elevation 21.50 ft. (floor of the basin)
Permanent Pool EIevation 27.50 ft_ (elevation of the orifice)
Temporary Pool Elevation _28 :'5 sr ft. (elevation of the discharge structure overflow)
4real
Permanent Pool Surface Area 96.948 sq. fL (water surface area at the orifice elevation)
Drainage Area 41.6 ac. (on -site and off -site drainage to the basin)
[nipervious Area 29.12 ac. (on -site and off' -site drainage to the basin)
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA1
Diameter of Orifice
Design Rainfall
Design TSS Removal'-
515 3u cu. fr.
—; 04i55 cu ft.
105.Q41 cu.ft.
3.90
1
(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)
(minimum 85% required)
Fonn SWZ;-lot Rev 3.99 Page 1 of Y

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 NCDE.ITR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
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
Department
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
01EY 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.
mn% c. The temporary pool controls runoff from the -design storm event.
—_ M V9 d. The temporary pool draws down in 2 to 5 days.
41L e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
MO f. The basin length to width ratio is greater than 3:1.
A rid g. The basin side slopes above the permanent pool are no steeper than 3:1.
ni,r} 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.
InNY 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.
m IPA I. 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,V# m. A mechanism is specified iyhich will drain the basin for maintenance or an emergency.
tin d [J I t he ov,iy ed doN ei
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)
4 does
ydoesnot
incorporate pretreatment other than a forebay.
Form SWL-102 Rev 3.99 Page 2 of

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at Ieast monthly:
Pord 1
Revised 12/22/9,
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 veae
cover to maintain a maximum height of six inches, d remove trash as eededtive cover, mow vegetative
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning. y
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 15% 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 wateruali
(i.e. stockpiling near a wet detention basin or stream, etc.). q ty
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 ac ulated sediments.
When the permanent pool V
p 1 depth reads d _ 5 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 3.07feet
tin the foreba
y, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
V Permanent Pool Elevation —2Z.50
Sediment Re oval El. w, y
----- 75
-- Sediment Removal 00 Bottom Ele ation �40 ----- - 23. 75%
Bottom Elevation -21-3D 25%,
FOREBAY '
11IAIN POND
�. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
Plants shall be encouraged to grow along the vegetated shelf and forebay berm.
i. If the basin must be drained for an emezgency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
:orm SWU-102 Rev 3.99
Page 3 -nFe,

I acknowledge and agree by my signature t r 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 a
changes to the system or responsible party.
Print name: Eric B. Mkit w
Title: R ESidA - M
Address: 411 SM FrU t Strl Wilmington, KC 26V
Phone: [phone]
Signature. 11
Date: g 3
Note: The iegallyteSOMble party should not be a homeowners association unless more than 5040 of the Iots have been sold s
a:resident of the subdivision has been named the president_
a Notary Public for the State of AB f /Z&ill6//1�.
County of 4!/�J ; do hereby certify that �r//i C- Z . j
personally appeared before me this day of 02i , _ !�� and ack.owledge the d
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official sea
IM
SEAL
ivly commission expires_ �Ll�E-Q 36� aed l
Form SW[J-102 Rev 3.99 pate .1 of A

Permit No. 5W 7 � �0 9 2 2�
State of North Carolina (to be provided by DW(
Department of Environment and Natural Resources Revi sd 12/22/99
Division of Water Quality
STOR&MATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an orio nal
DWQ Stormwater Management Plan Review
A complete stormwater management plan submittal includes an application form, a wet detention basir
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJEC37 Mdk TUON
Project Name: __ CdDe Fedr Cann mit ,�
Contact Person: Mark N. Hargrove, P. E.
Phone Number. ( 910 ) 76)-4
For projects with multiple basins, specify which basin this worksheet applies to: Pond 2
elevations
Basin Bottom Elevation 20.0 fL (floor of the basin)
Permanent Pool Elevation 25.0 ft. (elevation of the orifice)
Temporary Pool Elevation 25.80
ft. (elevation of the discharge structure overflow)
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 P 20.404 cu. ft.
Other parameters
SAMA1
Diameter of Orifice
Design Rainfall
Design TSS Removal'
-
(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)
_--5 , 0 (surface area to drainage area ratio from DWQ table)
2.0 in. (2 to S day temporary pool draw -down required)
1 in.
9O % (minimum 85% required)
Form SNvti-102 Rev 3.99 p�Qy 1 of

11 VVLT1I1J11-J-
1 When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based u on the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for ne
standard table entries.
Z In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is de
signed to 90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
ro�ic
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manu
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative CO(
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supportir
documentation is attached. If the applicant has designated an agent in the Stormwater Management Perm
Application Form,,..th&z ent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
M JVA- a. The permanent pool depth is between 3 and 6 feet re o
p (required minimum of 3 feet).
mgi b. The forebay volume is approximately equal to 20% of the basin volume.
m,v 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 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
Al A;# f. The basin length to width'ratio is greater than 3:1.
mti 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).
�r i. Vegetative cover above the permanent pool elevation is specified.
^0 j. A trash rack or similar device is provided for both the overflow and orifice.
VA k. A recorded drainage easement is provided for each basin including access to nearest nigh
of -way.
41 jv# 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 N9 in. A mechanism is specifiedVhicp will drain the basin for maintenance or an emergency -
he p v.",O e
III. WET DETENTION BASIN OPERATION AND lti1A.I1'1TENANCE AGREETNIEN'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) 0 does ,B.does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does does not incorporate pretreatment other than a forebay.
Form Sw11-in7 Rev ",Qo , � A

rona z
Maintenance activities shall be performed as follows: Revised 12/22/99
I. After every Significant runoff producing rainfall event and at Ieast 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. Removeaccumulated.-sediment from the wet detention basin system semi-annually or w
reduced -to 75% of the original design depth (see diagram below). Removed sediment shall hen
be depth is
ed
Of in an appropriate manner and shall be handled in a manner that will not adversely impact water uali
(i.t. stockpiling near a wet detention basin or stream, etc.). q '
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 ac urnulated sediments.
When the permanent Pe pool
1 depth reads 3.75 feet in the main pond, the sediment shall be removed.
When the ,
permanent pool depth reads 3.00 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fi11 in the blanks)
— L—v Pezmanent Pool Elevation 25.00
Sediment Re oval El. 22.00 75
' ------ Sediment Re 21.25
Bottom Ele ation 21.00 qa m--- Elevation
Bottom Elevation 20.00 _�_�- _25%
FOREBAY RUN 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

l 1-UILI UIIrtttti or Ine wet aetennon oasin system shall be maintained in good workin- 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. MJe1ft
Title: P[MidA - CR)C
Address: 411 Sdjt Frzrtt Str� WilrMngtM, (C 28V
PhnnP- 910-25151M
Si
3
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold
a resideu'i of the subdivision has been named the president and
L 67 �` 5 a Notary Public for the State of/der L,6z'
County of g M �'V,4/1AYCT , do hereby certify that
personally appeared before me this Ace day of and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires
Form SW -tn2 Re- 3.99 r-...e

Permit No.
(to be provided by DWO,
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORIVIWATER MANAGE'yffiNT 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. PROJEC-T rgFORVATION
Project Niine: Cape Fear Community Coll
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 19.5 ft,
.Permanent Pool Elevation _ 25.00 (floor of the basin)
ft. (elevation of the orifice)
Temporary Pool Elevation '" 26.20 ft. (elevation of the discharge structure overflow)
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 Removal2
Footnotes:
260,854
99,795
59,461
sq• fL (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)
(surface area to drainage area ratio from, DWO table)
(2 to 5 day temporary pool draw -down required)
(minimum 85% required)
When using the Division SAkA tables, the correct SA)bA 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 coastaI counties, the requirement for a vegetative filter may be waived if the Bret detention basin is designed to
provide 90% TSS removal. The NCDENR BVfP manual provides desi
TSS removal. gn tables for both SS°fo TSS removal and 90%
Form SWU-102 Rev;_99 .,; ,

II: REQURED 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 attached. If the applicant has deli is
atcd 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 h;+- 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.
►'.� i l c. The temporary pool controls runoff from the design storm event.
I"A `The to mpotary pool draws down in 2 to S days..
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow calculations
M 01i f. The basin length to width ratio is greater than 3: 1.
rat ti i} g. The basin side slopes above the permanent pool are no steeper than 3: 1.
tn Rd h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
tnNl� I. Vegetative cover above the permanent pool elevation is specified.
tti j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the basin is
specified prior to use as a wet detention basin.
— 1.?G}� m• A mechanism is specified which will drain the basin for maintenance or an emergency.
,OA41iv; / j 6 e
M. NVE'T DETENTION BASW OPERATION AND MALN. 7ENAI\ CE AGREEIN EIN-r
The Bret 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 does not incorporate a vegetated filter at -the outlet.
This system (check one) O does Idoes not incorporate pretreatment other than a forebay.
Form SNVU-102 Rev 3.99 Pave 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.
h. 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 di6sign 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.
Sediment
Bottom
_ 7
a 21.0
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation j 25.0
Sediment Removal Elevation t 20.87 75
Bottom Elevation j 19.50 I ti46
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.
7. All components of the wet detention basin system shall be maintained in good working order.
Form SWLT-102 Rev 3.99 Page 3 of

I ackowledge 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 p
changes to the system or responsible party. nor to any
Print name: Eric B. McKeithan
Title: President - CFCC
Address: 411 South Front Street, Wilmin
Phone: [phone]
Date: — /bldo3
iw-
Signature:
NC 28401
Note: The le aiI re �'
g Y SPonSible ,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' -,-j �' ' �-t p C��— a Notary Public for the State of /UOR J
County of IU_^J} Ij)O j /z do hereby certify that
personally appeared before me this —a�N day of G e TO IS�/� a �3
and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires _ 102 J . .
Form SNVU-102 Rev- 3.99
Page 4 of 4

of WArFR
s ..
October 23, 2006
Carl Brown, Director of Institutional Services
Cape Fear Community College
411 Front Street
Wilmington, NC 28401-3910
Michael P. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Project Name: CFCC North Campus Public Safety Training Center
County: New Hanover County
Project Number: SW8 990923 Mod.
Dear Mr. Brown:
Alan W. Klimek, P.E. Director
Division of Water Quality
Your recent stormwater•management permit application and check #3002090 for the $420.00
application fee are being returned because the application lacked the necessary basic elements to
accept it for review. The plans and any other documentation that were submitted have been discarded
or recycled, as appropriate. Please address the following noted deficiencies and provide the requested
information:
® Previous project modifications were handled by submitting a revised page 2 of the application,
which listed the BUA's for all of the permitted ponds. The built -upon area associated with the
newest project is split out and added to the previously approved BUA as a separate item to
facilitate permitting. There are currently 4 permitted wet ponds. If all of the built -upon area for
the Public Safety Training Center is directed into Pond 4, then please revise the BUA's that are
currently reported in 2 separate columns, into one column for Pond 4, to include the previously
permitted 32,060 sq. ft. for the existing street, along with the information for the other 3
permitted ponds that are not changing. Report any leftover BUA as a "contingency amount" or
"future development".
® Please report all built -upon area is square feet on the application.
® Only 2 sets of plans are required. Please do not waste your time, money and paper to send any
more than that, as they take up too much room and will be recycled.
® Have you.replaced Eric McKeithan? He has usually been signing the stormwater applications.
The rules are specific in who can sign the application. How does your position relate to the
president or vice president of CFCC?
Please resubmit the permit application package to the address below. Note that the 90-day statutory
hermit review time begins upon receipt of a complete application, if you have any questions, please do
not hesitate to call me at [phone].
Sincerely,
-1
Linda Lewis
Environmental Engineer
cc: Steve Leimer, P.E., WK Dickson
Linda Lewis
ENB/arl: S:\WQS\STORMWATER\RETURN\990923.oct06 NorthCarolina
)WA(rallry
North Carolina Division of Water Quality 127 Cardinal Drive Extension • Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwateroualitv.or- Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
Existing permit number N/A And its issue date (if known) N/A
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1 In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Retention Ponds.
2. Stormwater runoff from this project drains to the Cape Fear River Basin.
3. Total Project Area: 14.48 AC 4. Project Built Upon Area: 85 %
5. How many drainage areas does the project have? 1
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the i�n ormatiot} for each area provided in the same format as below.
1/n rN A Cf
Basin Information
DraiAge
Area 1
Drainage Area 2
Receiving Stream Name
UT Prince George Creek
Receiving Stream Class
C Swam
Drainage Area
630,632 SF / 14.48 AC
Existing Impervious * Area
0
Proposed Impervious* Area
536,037 SF 112.30 AC
% Impervious* Area (total)
85%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
On -site Streets
32,060 SF / 0.736 AC
On -site Parkin
On -site Sidewalks
Other on -site (Future)
503,977 SF / 11.570 AC
Off -site
0
Total: 536,037 SF / 12.30 AC
Total:
v6u".3 u, — {S ueft.teu us nae oum upon area ineruaing, but not limited to, buildings, roads, parking areas
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4
0 w In* aviz, -fb Y ,oft) 0rn Pords 1 �3
9

%WK
DICKSON
community infrastructure consultants
October 13, 2006
Ms. Linda Lewis
North Carolina Department of Environment and Natural Resourses
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RE: Stormwater Management Permit Application
A New Public Safety Training Center
Cape Fear Community College, North Campus, New Hanover County, NC
WKD Project No. 40155.00.WL
Dear Ms. Lewis:
On behalf of Cape Fear Community College (CFCC), we are submitting for your review and approval an
application and support information for a Stormwater Management Permit for a new Public Safety Training Center
at the CFCC North Campus in New Hanover County, NC.
In summary, the project consists of constructing various training facilities that will be used by CFCC, New
Hanover County, and the City of Wilmington for training their Fire, Police, and EMS personnel in all areas of
public safety. The total disturbed area will be 11.38. The project will drain into an existing stormwater pond
which was designed, permitted, and constructed to accept this flow under NCDENR Division of Water Quality
Permit No. SW8 990923. Enclosed are:
1. One original and two copies of the Application Form
2. A check in the amount of $420 for the application fee.
3. Three copies of a Stormwater Narrative with calculations and the existing Stormwater Permit.
4. Three copies of the project Drawings.
5. Three copies of the following selected project Specifications:
Section 02230 - Site Clearing Section 02310 -Excavation and Fill
Section 02371 - Rip Rap Section 02374 Erosion and Sediment Control
Section 02630 Storm Drainage Section 20633 Utility Manholes and Structures
Section 02923 Landscaping Grading Section 02924 Seeding and Soil Supplements
We look forward to your review and approval. Please return questions and correspondence to Daniel E. Dawson
of our office. Thank you.
Sincerely,
& CWKDickson Inc.
Steven D. Leimer. PE
Enclosures as noted
cc:
Carl Brown, CFCC; Jim Stumbo, SCN Architects; Dan Dawson, WK
909 Market Street
Wilmington, NC 28401
Tel. [phone]
Fax [phone]
www.wkdickson.com
MAProjectslscnar�4015500WL%DocumentsV_Approvals\Stormwater PermiNtr Sw Appl_L Lewis.doc
North Carolina • South Carolina • Georgia . Florida

A�
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, PG, PE !and Qualit`; Seotior. Michael F. Easley, Governor
Director and State Geologist William G. Ross Jr., Secretary
10-18-06
LETTER OF RECEIPT OF EROSION CONTROL PLAN
Cape Fear Community College
Mr. Carl Brown, Director of Institutional Services
411 N. Front Street
Wilmington, NC 28401-3910
RE: Project Name: Public Safety Training Center OCT B Z
Project ID: Newha-2007-151
County: New Hanover, Cape Fear Township, 4500 Blue Clay Road
River Basin: Cape Fear
Submitted By: Carl Brown
Date Received by LQS: October 18, 2006
Plan Type: NEW
Dear Mr. Brown:
This office has received a soil erosion and sediment control plan for the project listed above which
was submitted as required by the North Carolina Sedimentation Pollution Control Act (G.S. 113A-57 (4)).
The Act requires that all persons disturbing an area of one or more acres of land must obtain approval
of a soil erosion control plan prior to the commencement of the land -disturbing activity (G.S. 11 3A-54(d) (4)).
The Act further states that this plan must be filed a minimum of 30 days prior to the activity and the approving
authority must approve or disapprove the submitted plan within 30 days of receipt. Failure of the approving
authority to approve or disapprove the submitted plan within the 30-day period will be deemed approval of the
plan.
Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act prior to
the approval of an erosion and sediment control plan is a violation of the Act.
We have performed a preliminary review of your submitted plan and have determined that additional
information will be necessary before a final review can be completed. Enclosed is a checklist of items that
must be submitted before we can complete the review process. Failure to provide the additional information
may result in disapproval of your plan.
The approval of an erosion and sediment control plan is conditioned on the applicants compliance
with Federal and State water quality laws, regulations and rules.
If you have questions please do not hesitate to conta this office. Your cooperation in this matter is
appreciated and we look forward to working with you on this roject.
Sincerely,
W�_
Chastity N. Clark
Assistant Regional Engineer
cc: Steven D. Leimer, PE, W.K. Dickson & Co ... Inc.
LQS-WiRO; SWS-WiRO
Wilmington Regional Office
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845 • Phone: [phone] / FAX: [phone]

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
LAND QUALITY SECTION
EROSION and SEDIMENTATION CONTROL PLAN PRELIMINARY REVIEW CHECKLIST
PROJECT NAME: Public Safety Training Center DATE: 10/18/2006
PROJECT NO.: Newha-2007-151 COUNTY: New Hanover
To expedite the approval process, a cursory review of your submitted Erosion and Sediment Control Plan application has been made and
has shown the need for additional information as specified below. To meet our review schedule, any additional information should be
received by this office no later than November 6_,2006 . Failure to meet this schedule may result in disapproval of your plan.
The following items shall be incorporated with respect to specific site conditions, in an erosion and sediment control plan:
LOCATION INFORMATION
Project location (roads, streets, landmarks)
North arrow and scale
GENERAL SITE FEATURES (Plan elements)
Legend: North arrow, scale, etc.
Property lines
Existing contours (topographic lines)
Proposed contours
Limits of disturbed area (provide acreage total, delineate limits,
and label)
Planned and existing building locations and elevations
Planned & existing road locations & elevations
Lot and/or building numbers
Geologic features: rock outcrops, seeps, springs, wetland and
their limits, streams; lakes, ponds, dams, etc.
Easements and drainageways
Profiles of streets, utilities, ditchlines, etc.
Stockpiled topsoil or subsoil locations
If the same person conducts the land -disturbing activity & any related borrow
or waste activity, the related borrow or waste activity shall constitute part of
the land -disturbing activity unless the borrow or waste activity is regulated
under the Mining Act of 1971, or is a landfill regulated by the Division of Waste
Management. If the land -disturbing activity and any related borrow or waste
activity are not conducted by the same person, they shall be considered
separate land -disturbing activities and must be permitted either thru the
Sedimentation Pollution Control Act as a one -use borrow site or through the
Mining Act.
Required Army Corps 404 permit and Water Quality 401 certification (e.g.
stream disturbances over 150 linear feet)
EROSION CONTROL MEASURES (on plan)
Legend
Location of temporary measures
Location of permanent measures .
Construction drawings and details for
temporary and permanent measures
Maintenance requirements of measures
Contact person responsible for maintenance
SITE DRAINAGE FEATURES
Existing and planned drainage patterns (include off -site areas
that drain through project)
Method of determination of and calculations forAcreage of land
being disturbed
_ Size and location of culverts and severs
Soil information: type, special characteristics
Soil information below culvert storm outlets
Name and classification of receiving water course
(only where stormwater discharges are to occur)
Comments:
STORMWATER CALCULATIONS
Pre -construction runoff calculations for each outlet from the site
(at peak discharge points)
Design calculations for peak discharges of runoff (including the
construction phase & the final runoff coefficients of the site)
Design calcs of culverts and storm sewers
Discharge and velocity calculations for open channel and ditch
flows (easement & right-of-ways)
Design calcs of cross sections and method of stabilization of
existing and planned channels (include temporary linings)
Design calcs and construction details of energy dissipators
below culvert and storm sewer outlets (diameters & apron
dimensions)
Design calcs and dimension of sediment basins
Surface area and settling efficiency information for proposed
sediment traps and/or basins
VEGETATIVE STABILIZATION
Area & acreage to be vegetatively stabilized
Method of soil preparation
Seed type & rates (temporary & permanent)
Fertilizer type and rates
Mulch type and rates
NOTE: Plan should include provisions for groundcover on
exposed slopes within 15 working days or 30 calendar
days (whichever is shorter), following completion of any
phase of grading; permanent groundcover for all
disturbed areas within 15 working days or 90 calendar
days (whichever is shorter) following completion of construction or
development.
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
Completed, signed & notarized FR/O Form
Accurate application fee ($50.00 per acre rounded up the
next acre with no ceiling amount)
Certificate of assumed name, if the owner is a partnership
Name of Registered Agent (if applicable)
Copy of the most current Deed for the site
NOTE: For the Express Permitting Option, inquire at the local
RegionalOffice for availability.
NARRATIVE AND CONSTRUCTION SEQUENCE
Narrative describing the nature and purpose of the
construction activity
Construction sequence related to erosion and sediment
control(including installation of critical measures prior to
the initiation of the land -disturbing activity & removal of
measures after areas they serve are permanently stabilized)
Bid specifications related only to erosion control

Newha-2007-151
Continuation of Erosion and Sedimentation Control Plan Preliminary Review Checklist:
1. Provide Details of all Energy Dissipaters
2. Clarify the Limits of Disturbance
3. Provide a Locator Map on plan sheet
4. As of January 13t 2007
A. The department is discouraging the block and gravel inlet protection because of the
limited surface area for flow discharge
B. Steel posts are required for all silt fence designs
C. Sediment storage = 3600 cubic feet per acre of disturbance
5. Inadequate sediment storage for 12 acres of land disturbance
6. Provide cross-section details for all applicable ditches within the limits of disturbance
7. Provide location and erosion & sediment control measures for all stockpiles on plans.
Wilmington Regional Office
127 Cardinal .Drive Extension, Wilmington, NC 28405 Phone: [phone] Fax: [phone]

l�►WK
V DICKSON
community infrastructure consultants
November 13, 2006
Ms. Linda Lewis
North Carolina Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
o C�r 1� I--, �
5w�
RE: Revised Stormwater Management Permit Application
Public Safety Training Center
Cape Fear Community College, North Campus, New Hanover County, NC
DWQ Project No. SW 990923 Mod
WKD Project No. 40155.00.WL
Dear Ms. Lewis:
Thank you for your review of the application for a Stormwater Management Permit for the Public Safety Training
Center at the CFCC North Campus in New Hanover County, NC. Enclosed is a revised application including:
1. One original and one copy of the revised Application Form signed by Dr. McKeithan.
2. A check in the amount of $420 for the application fee.
3. Two copies of a Stormwater Narrative with calculations and the existing Stormwater Permit.
4. Two copies of selected project Drawings:
2.01-General Notes, 2.02-Existing Conditions, 2.06-Grading Plan, 2.07-Drainage Plan, 2.09-
Erosion Control Plan, 2.10 and 2.11-Cross Sections, and 2.12-Stormwater Details
5. Two copies of the following selected project Specifications:
Section 02230 - Site Clearing Section 02310 - Excavation and Fill
Section 02371 Rip Rap Section 02374 - Erosion and Sediment Control
Section 02630 Storm Drainage Section 20633 - Utility Manholes and Structures
The project consists of constructing various training facilities that will be used by CFCC, New Hanover County,
and the City of Wilmington for training their Fire, Police, and EMS personnel in all areas of public safety. The
project will drain into an existing stormwater pond which was designed, permitted, and constructed to accept this
flow under NCDENR Division of Water Quality Permit No. SW8 990923.
We look forward to your review and approval. Thank you.
Sincerely,
W. K. Dickson & Co.,
Steven D. Leimer, PE
'�C
NOV i 4 �oe�
BY: -- -
Enclosures as noted
cc: Carl Brown, CFCC; Jim Stumbo, SCN Architects; Dan Dawson, WKD; Denise Freund, WKD.
909 Market Street
Wilmington, NC 28401
Tel. [phone]
Fax [phone]
www.wkdickson.com
M:\Projects\scnark4015500WL\DocumentsU_Approvals\Stormwater Permit\ltr_SW Appl_L Lewis.doc
North Carolina • South Carolina • Georgia . Florida