SW8990923_Historical File_20080328

QF WArE
i s , QMichael F. Easley, Governor
G
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
- -1 VDM)
Coleen H. Sullins, Director
Division of Water Quality
March 28, 2008
Dr. Eric McKeithan, President
Cape Fear Community College
411 North Front Street
Wilmington, NC 28401
Subject: Permit No. SW8 990923 Modification.
Cape Fear Community College -North Campus
Cosmetology Building
High Density Stormwater Project
New Hanover County
Dear Dr. McKeithan:
The Wilmington Regional Office received a complete, modified Stormwater Management Permit
Application for Cape Fear Community College -North Campus on February 14, 2008. 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 March 28, 2008, for the construction of Cape Fear Community College -
North Campus. This modification adds Cosmetology Building 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 150E of
the North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O.
Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final
and binding.
If you have any questions, or need additional information concerning this matter, please contact
either Aisha , or me at (910) 796-721 ti,
Sincer w ,
Edward eck
Regional Supervisor
Surface Water Protection Section
ENB/ahl: S:IWQSISTORMWATERIPERMIT1990923mod.mar08
cc: Denise Freund, P.E., WK Dickson & Co., Inc.
Tony Roberts, New Hanover County Building Inspections
Beth E. Wetherill, New Hanover County Engineering
Wilmington Regional Office Files
Central Files
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845 One
Phone: [phone] / Fax: [phone] / Internet: h2o.enr.state.nc.us 1l�Qrt11Cat'®firia
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper Na&iIM&

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
rules') and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until 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 approvers 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, and 4 hpve been designed to handle the
runoff from a total of 1,268,467 ft , 280,526 ft , 1,219,680 ft , and 536,037 ft2,
respectively, of built -upon area.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. The built -upon area within each pond's drainage area will be limited to the
amount of built -upon area indicated in Section 1.6 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 Sugaces, ft2:
Building ft
Street, f
Parking, ft2:2
Sidewalk, ft
Tennis Court, ft2:
Future Area, ft2:
c. Pond Depth, feet:
d. Permanent Pool Eliv., FMSL:
e. PP Surface Area, ft
f. Storage Volume Provided, ft3:
g. Storage Elevation, FMSL:
h. Controlling Orifice Pipes:
i. Permanent Pool Volume, ft3:
j. Maximum Fountain HP:
k. Forebay Volume, 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
u
0
0
0
1,268,467
280,526
1,219,680
536,037
31,363
15,790
117,176
25,265
11,761
33,625
74,488
13,939
91,040
68,598
526,640
361,112
22,216
1,560
120,226
871
0
0
46,174
0
1,112,087
159,640
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" T
2 @3.0" cp
3.0" cp
515,398
100,021
260,854
142,780
2
1/3
1
Y2
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 raintenance must occur at the scheduled intervals including, but
I ot limited 1010:
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.
10. The I Direor may determine that other revisions to the project should 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
1. 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. Tjl�h- permittee shall notify the Division in writing of any name, ownership or
mailing address changes within 30 days.
8. All plans previously approved under SW8990923 and its subsequent
modifications are enforceable parts of this permit.
Permit issued this the 28th day of March 2008.
NORT AROLINA ENVIR0 NTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 990923 Modification
Permit Number SW8 990923
Cape Fear Community College -North Campus Page 1 of 2
Stormwater Permit No. SW8 990923 Modification
Addition of Cosmetology Building
New Hanover County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 990923 Modification
Page 2 of 2
Certification Requirements:
.1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
_8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
10. The permitted amounts of surface area and/or volume have been
provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of t"e system � � are provided, such as a vegetated shelf,
and a
forebay.
14. The overall dimensions of the system, as shown on the approved plans,
are provided.
cc: NCDENR-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspections
Page 7 of 7

T)WQ um ONLY
Date Receiv
Fee Paid
Permit Number
21 _ - e9s,
aa
' d /&el-P .
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be pliotocopied far 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
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 N. Front St.
City: Wilmington State: NC Zip: 28401
Phone: (910 ) 362-7555 Fax: (910 ) 362-7046
Email:[e-mail]
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Cape Fear Community College Cosmetology Building
5. Location of Project (street address):
4500 Blue Clay Road
County: New Hanover
6. Directions to project (from nearest major intersection):
+/- 2,600 LF northeast of the intersection of NC 132 and Blue Clay Road (SR 1318)
7. Latitude: 34d19'22" N Longitude: 77d5248" W of project
8. Contact person who can answer questions about the project:
Name: Denise Freund, PE Telephone Number: (_ 910 ) 762-4200
Email:—[e-mail]
II. PERMIT INFORMATION:
1. Specify whether project is (check one)
[]New
❑Renewal ®Modification
Form SWU-101 Version 8.07 Page 1 of

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) Tanuary 28, 2000
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks):
❑LAMA Major ®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.
Stormwater for the entire tract shall be treated in four permitted stormwater ponds sized to achieve 90 % of total
suspended solids. Stormwater for this modification will be treated in permitted stormwater pond #2.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Site Area: 2.0 acres 4. Total Wetlands Area: 0 acres
5. 100' Wide Strip of Wetland Area: N/A acres (not applicable if no wetlands exist on site)
6. Total Project Area**: 9.2 (Pond 2) acres 7. Project Built Upon Area: 30.1
8. How many drainage areas does the project have? 1
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Ba-. n In£prtration
Drawm4,e Area 1
Drainage Area 2
Receiving Stream Name
See Attachment
See At
Stream Class & Index No.
Drainage Area (sf)
Existing Impervious* Area (sf)
Proposed Impervious*Area (sf)
Impervious* Area (total)
Impervious* Surface Area
Drainage Area 1
Drake Area 2
On -site Buildings (sf)
On -site Streets (sf)
On -site Parking (sf)
On -site Sidewalks (sf)
Other on -site (sf)
Off -site (sf)
Total (sf):
Form SW-101 Version 8.07 Page 2 of 4

Cape Fear Community College
NCDE_NR DWCJ Project No. SWAB 990923
Revised Drainage Areas
January 21, 2008
C Pasin Information i
Drainage Area i
Drainage Area 2
Drainage Area 3
I drainage Area 4
(Pond #1
"pond #i'
Pond #3
Unnamed
Pond #4�
Receiving Stream
Unnamed
Unnamed
Unnamed
Name
Tributary to
Tributary to
Tributary to
Tributary to
Prince George
Prince George
Prince George
Prince George
Creek
Creek
Creek
Creek
Receiving Stream
C SW
C SW
C SW
C SW
Class & Index No.
CPF23 18-74-53
CPF23 18-74-53
CPF23 18-74-53
CPF23 18-74-53
Drainage Area {sf}
1,812,096
400,752
1,742,400
630,749
Existing
156,380
120,886
884,704
401,187
impervious Area
sf
Proposed
1,268,467
280,526
1,219,680
536,037
j Impervious Area
M _
% Impervious
8.6 %
30.1%
50.8 %
63.6 %
,Area Current'►
% Impervious
70 %
70 %
70 %
85 %
Area Future _
Impervious Surface Area j Drawage Area 1
_ P tJ i 1
�On-site
Drainage Area 2
Pond #2}Pond
15,790
f Drs;rage A., 3
Drainaw .Ar<< 4
# 4
Buildings (sn
31,363
117,176
25,265
On -site Streets
11,761
33,625
74,488
13,939
-site Parking (sl
91,040
68,598
526,640
361,112
�On
On-site Sidewalks (sf�_
227216
1,560
120,226
871
Other on -site (sf} _
-0-
1,313
46,174
0
Off -site
0
0
0
0
Total existing impervious
156,380
120,886
884,704
401,187
Future on -site
1,112,087
159,640
334,976
134,850
Total:
1,268,467
280,526
1,219.680
536.037

* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
"Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation.
10. How was the off -site impervious area listed above derived? N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each
lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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 SW401-L ow Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Form SWU-101 Version 8.07 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 Office. (Appropriate office may be found by locating project on the
interactive online map at http://h2o.enr.state.ne.us/su/nisi maps.htm)
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Init'
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form_
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 ($4,000 for Express) payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soil report
• Three copies of plans and specifications (sealed, signed & dated), including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): WK Dickson & Co., Inc. c/o Denise Freund, PE
Mailing Address: 909 Market Street
City: Wilmington State: NC Zip: 28401
Phone: ( 910 ) 762-4200 Fax: ( 910 ) 762-4201
Email: [e-mail]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Dr. Eric McKeithan
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be re ded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000. .
Signature: Date:
Form SWU-101 Version 8.07 Page 4 of 4

ST®RMWATER NARRATIVE
Cape Fear Community College Parking Deck
Wilmington, NC
January 2008
W. K. Dickson & Co., Inc.
909 Market Street
Wilmington, North Carolina 28401
[phone]

Cape Fear Community College is building a cosmetology building at the Cape Fear
Community College North Campus on Blue Clay Road in New Hanover County.
The project site is located on the main entry road for the campus directly across
from the Applied Technology Building. The project area is approximately 2.0
acres. A modification to the existing stormwater permit for the site, NCDENR
Permit No. SW8 990923, is requested for the project.
The existing site consists of fairly level open space with a large stockpile of
vegetated earth material that was placed on the site to pre -load the existing soils
prior to construction of the new building. There are no wetlands on or near the
project site. In its existing condition, stormwater runoff from the project area drains
by sheet flow to the existing NCDENR permitted stormwater pond #2. There is no
offsite runoff being conveyed through the site.
In the proposed condition, the runoff from all impervious surfaces in the project
area will be directed to existing permitted stormwater pond #2 via a stormwater
drainage system. The stormwater pond was originally permitted for 9.2 acres of
drainage area, with 70% built upon area, or 280,526 sf of impervious surface. Of
the 280,526 sf, 81,458 sf of impervious surface has been constructed under
previous permit modifications, with the remaining 199,068 sf of impervious surface
allocated for future built upon area. This permit modification will increase the
amount of constructed impervious surface to 120,886 sf with the remaining
159,640 sf allocated for future built upon area. The amount of built upon area
requested in the permit modification is in accordance with the permitted built upon
area for stormwater pond #2.

LETTER OF TRANSMITTAL PhWKWDICKSON
community infrastructure consultants
909 Market Street Wilmington, North C;aroiina 28401 910.762.4200 tel. [phone] fax
TO: Ms. Rhonda Hall
NCDENR
We are sending via: ❑ Overnight
The following items: ❑ Correspondence
DATE: February 14, 2008
RE: Cape Fear Community College
Cosmetology Building Stormwater Permit
PROJECT NO: 70310.00.WL
❑ Regular Mail ❑ Pick-up ® Hand Delivered
I►_REM
® Specifications ® Other as listed below:
COPIES
DATE
NO.
DESCRIPTION
2
Cosmetology Deck Plans
2
Calculations
2
Revised Drainage Areas
2
Stormwater Narrative
2
Summary Modifications to Impervious Areas z
2
Stormwater Management Permit Application Form
1
Check for $505
THESF 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:
Please feel free to contact me at (910) 7624200 if you have anv auestions or need additional
COPY TO: Project File SIGNED: ��i---�
Bill Swaney, PE

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Summary of Modifications to Impervious Areas
for Stormwater Permit Modification to Pond #2
CFCC Cosmetology Building
DWQ Project No. SW8 990923
WKD Project No. 70310.00.WL
1121 /08
Existina Permit
Description
Area SF
Buildings
0
Street
23,958
Parkina
57,500
Sidewalk
0
Other
0
Future
199,068
Total
280,326
Current Permit
Modification
Description
Area SF
Buildings
15,790
Street
33,625
Parking
68,598
Sidewalk
1,560
Other
1,313
Future
159,640
Total
280,526
V, 3
P. 7 7
1.5-7
0. oN
®, a3
5,66
6, q4

P. 01
TRANSACTION REPORT
MAY-12-2008
MON 01:27 PM
�c FOR: NCDENR
9103502004
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DATE START RECEIVER
TX TIME PAGES TYPE
NOTE
M# DP
:K MAY-12 01:24 PM 97624201
2'34" 8 FAX TX
OK
398 �c
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TOTAL
2M 34S PAGES:
8 �c
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Mrch 1r. Easley, Governor Waftm G. Ross, A, Gftre"ra 7
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14a anal Drive Extension, Wilmington, NC 28405 • [phone] M An Equal Opportunity Afiirmativc Action Employer

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHUT
Date: s / jz�—o
To: 4 /� 1
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Fax: %G Z - Z o
Re: eFGG /E/m.'-& '00D
William G. Ross, Jr., Secretary
No. Pages (excl. cover): ., z
From: Jo Casmer
Phone: [phone]
Fax: [phone]
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12 Cardinal Drive Extension, Wilmington, NC 28405 a [phone] c An Equal Opportunity Affirmative Action Employer