SW8910501_HISTORICAL FILE_20061221

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 0I1 0 5 0l
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
® HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2001D kill
YYYYMMDD

TF9
December 21, 2006
Dr Stephen Greiner, President
Brunswick Community College
P O Box 30
Supply, NC 28462
Michael F Easley, Governor
William Ross Jr, Secretary
North Carolina Department of Emnonment and Natural Resources
Alan W Khmek, P E Director
Division of Water Quality
Subject Stormwater Permit No SW8 910501 Modification
Odell Williamson Auditorium Addition & Athletics and Aquatics Center
High Density Project
Brunswick County
Dear Dr Greiner
The Wilmington Regional Office received a Stormwater Management Permit Application for
Odell Williamson Auditorium Addition & Athletics and Aquatic Center on December 1, 2006 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
910501 Modification dated December 21, 2006, for the construction of the subject project
This permit shall be effective from the date of issuance until December 21, 2016, 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 Please also note the requirement for engineer's certification of the pond upon completion of
construction
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
Mary Jean Naugle, or me at [phone]
Sincere) ,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/mjn S \WOS\STORMWAT\PERMIT\910501mod dec06
cc Phil Norris, P E ,
Brunswick County Building Inspections
Brunswick County Engineering
M J Naugle
Wilmington Regional Office N"O�n Carolina
Central Files vWurn/!y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet nwa ncwatergualns org Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110°/ Post Consumer Paper

State Stormwater Management Systems
Permit No SW8 910501Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY PROJECT
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
Stephen Greiner, President and Brunswick Community College
Odell Williamson Auditorium Addition & Athletics and Aquatics Center
50 College Road NW
Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond 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 December 21, 2016, 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 16 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 272,865 square feet of
impervious area
3 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans The built -upon area for the future
development is limited to 40,921 square feet /
4 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans
5 The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system
Page 2 of 7

State Stormwater Management Systems
Permit No SW8 910501 Modification
6 The following design criteria have been provided in the wet detention pond and
must
be maintained at design condition
a
Drainage Area, 9cres
12 528
Onsite, ft
545,730
Offsite, ft2
0
b
Total Impervious Surfaces, ft2
272,865
c
Design Storm, inches
1
d
Pond Depth, feet
75
e
TSS removal efficiency
90%
f
Permanent Pool Elevation, FMSL
33
g
Permanent Pool Surface Area, ft2
8,870
h
Permitted Storage Volume, ft3
43,575
1
Temporary Storage Elevation, FMSL
355
i
Controlling Orifice
2 " 0 pipe
k
Permitted Forebay Volume, ft3
8,630
1
Maximum pond horsepower
1/6 HP
m
Receiving Stream/River Basin
Clark Branch / Lumber
n
Stream Index Number
15-25-1-7
o
Classification of Water Body
"C Sw"
II SCHEDULE OF COMPLIANCE
1 The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface
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 time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to
a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowiny and re -vegetation of slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping
g Access to the outlet structure must be available at all times
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 910501Modification
4 Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ The records will indicate the date,
activity, name of person performing the work and what actions were taken
5 Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria
a The fountain must draw 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 a fountain in this pond is 1/6 HP
horsepower
6 The facilities shall be constructed as shown on the approved plans This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data
Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation Any deviations from the
approved plans and specifications must be noted on the Certification A
modification may be required for those deviations
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
Access to the stormwater facilities shall be maintained via appropriate
easements at all times
10 The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below
a Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the
drainage area
e Further subdivision, acquisition, lease or sale of all or part of the project
area The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
11 The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction
12 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
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 910501Modification
13 The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made
III GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate
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 request
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) having 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 during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility
6 The permit may be modified, revoked and reissued or terminated for cause The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition
Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
9 The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days
Permit issued this the twenty first day of December 2006
NORTH rdAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
1&4�
adah W Klimek, N E , Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 910501 Modification
Odell Williamson Auditorium Addition & Athletics and Aquatics Center
Stormwater Permit No SW8 910501 Modification
Brunswick 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 protect
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 910501 Modification
Certification Requirements
1 The drainage area to the system contains approximately the permitted
acreage
2 The drainage area to the system contains no more than the permitted
amount of built -upon area
3 All the built -upon area associated with the project is graded such that the
runoff drains to the system
4 All roof drams are located such that the runoff is directed into the system
5 The outlet/bypass structure elevations are per the approved plan
6 The outlet structure is located per the approved plans
7 Trash rack is provided on the outlet/bypass structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 Required drawdown devices are correctly sized per the approved plans
13 All required design depths are provided
14 All required parts of the system are provided, such as a vegetated shelf,
and a forebay
15 The required system dimensions are provided per the approved plans
cc NCDENR-DWQ Regional Office
Brunswick County Building Inspections
Page 7 of 7

NKT #06031
oil IV.11111111��
State of North Carolina
Department of Environment 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)
Brunswick Community College
2 Print Owner/Signing Official's name and title (person legally responsible for facility and compliance)
Greiner. President
3 Mailing Address for person listed in item 2 above
City Supply
Telephone Number
[phone]
State NC:
Zip Zt346Z
4 Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc )
Odell Williamson Auditorium Addition & Athletics and Aquatics Center
5 Location of Project (street address)
50
NW
6 Directions to project (from nearest major intersection)
From the intersection of US 17 & NC 211, take US 17 North for approximately 3 miles Entrance
is on the right
7 Latitude 340 02' 24" Longitude 780 13' 52" of project
8 Contact person who can answer questions about the project
Name J Phillip Norris, P E Telephone Number [phone]
II PERMIT INFORMATION
1 Specify whether project is (check one) New Renewal X Modification
Form SWU-101 Version 3 99 Page 1 of 4

I
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 910501 And its issue date (if known) June 7, 1991
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
Pond
2 Stormwater runoff from this project drams to the Lumber River Basin
3 Total Project Area 12 53 AC 4 Project Built Upon Area 50 %
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 information for each area provided in the same format as below
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Clark Branch
Receiving Stream Class
C SW
Drainage Area
12 528 AC 1545,730 SF
Existing Impervious * Area
2 656 AC 1115,682 SF
Proposed Impervious* Area
3 608 AC / 157,183 SF
% Impervious* Area total
50%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
1 818 AC / 79,191 SF
On -site Streets
0
On -site Parking
2 985 AC 1130,033 SF
On -site Sidewalks
0 522 AC / 22,720 SF
Other on -site (Future)
0 939 AC / 40,921 SF
Off -site
0
Total 6 264 AC / 272,865 SF
I Total
* 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

How was the off -site impervious area listed above derived?
N/A
IV DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized 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
I 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 272,865 square feet ofany lot shall be covered by structures or impervious materials
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do 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 Allpermitted runo ffrom 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 ofthe 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
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SWU-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Underground infiltration Trench Supplement
Neuse River Basin Supplement
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.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable supplem orm(s) for each BMP
• Permit application processing fee payable to NCDENR) }
• Detailed narrative description of stormwater treatment / manageme P� (
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
- 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
J Phillip Norris, P E
Designated agent (individual or firm) Norris, Kuske & Tunstall Consulting Engineers, Inc
Mailing Address
902 Market Street
City Wilmington State NC Zip
Phone [phone] Fax [phone]
VIII. APPLICANT'S CERTIFICATION
28401
I, (print or type name ofperson listed in General Information, item 2) Stephen Greiner, 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 will be recorded, and that the proposed project complies with the requirements of 15A NCAC
2H 1000
Signature
Form SWU-101 Version 3 99 Page 4 of 4
Date 7-la -06

J Phillip Noms, P E
NORRIS, KUSKE Sr TUNSTALL John S Tunstall, P E John A Kuske, III, P E
Kent P Harrell, P E James T Pyrtle, P E
CONSULTING ENGINEERS, INC. Philip Bevllacqua, P E J A Kuske, P E
902 Market Street • Wilmington, NC 28401-4733 • Phone [phone] • Fax [phone]
E-Mall office@nkteng corn
LETTER OF TRANSMITTAL
To
Mary Jean Naugle
Date December 21, 2006
Job No 06031
NC DENR
subject Brunswick Community College
Odell Williamson Auditorium Additions
6,U-) ib 91 aIE�)D I MOO
WE ARE SENDING YOU VIA HAND DELIVER
❑ ATTACHED ❑ UNDER SEPARATE COVER
❑ SHOP DRAWINGS ® PRINTS ❑ TRACINGS
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER
❑
FAX TRANSMITTAL- NUMBER OF PAGES
INCLUDING THIS TRANSMITTAL
Call 910-343-9653 if you have any difficulty
receiving this message
COPIES
DATE
NO
DESCRIPTION
1
12-01-06
C1
Existing Conditions & Demolition
1
12-01-06
C2
Grading, Drainage & Erosion Control Plan
1
03-20-06
C3 1
Layout Plan (06039)
1
03-20-06
C4 1
1 Grading & Drainage Plan (06039)
1
12-01-06
C6 0
Details (06039)
'EC 9 2 inn I
FT
®
❑
AS REQUESTED
FOR YOUR USE
❑ FOR REVIEW AND COMMENT ❑ FOR APPROVAL
❑ FORBIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS
CC
Here is the set of plans you need to issue the State Stormwater permit for the above subject project
Thank you
SIGNED J Phillip Norris, P E / asn
CONFIDENTIAL AND PRIVILEGED Information contained in this document is privileged and confidential, intended for the sole use of the
addressee If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination,
distribution or copying of this document is strictly prohibited If you have received this document in error please immediately notify the sender and
return to the address above

NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC
November 30, 2006
Mr Cameron Weaver, Express Review Coordinator
NC DENR / Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re State Stormwater Permit Express Review Submittal
Odell Williamson Auditorium Addition & Athletics and Aquatics Center
Brunswick Community College
Brunswick County, NC
NKT Project No 06031
Dear Mr Weaver
J Phillip Norris, PE
John A Kuske, III, PE
John S Tunstall, PE
J A Kuske, PE of Counsel
Enclosed are two (2) sets of plans for the subject project, one (1) drainage area plan,
one (1) set of calculations, one (1) copy of the stormwater narrative, the original
Division of Water Quality Stormwater Management Permit application, the original
SWU-102 supplement form and a $4,000 00 check for the express permit review fee
Please review this information for approval and contact us with any questions or
comments you may have Thank you for your assistance on this project
Sincerely,
NORRIS, KUSKE & TUNSTALL
CONSULTING ENGINEERS, INC.
a�
JJil'2orri's, P E
JPN/asn
06031 11-30-015-s-swexpress-m - RECEIVED
Enclosures DEC A 1 2006
cc John Sawyer, AIA / John Sawyer Architects
Stephen Greiner, President / Brunswick Community College
902 Market Street • Wilmington, NC 28401-4733 • Phone [phone] • Fax [phone]

Date Design
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North Carolina Department of Environment and Natural Resources
�IMJ It 127 Cardinal Drive, Wilmington NC 26405 [phone] FAX [phone]
P 001
NKT #06030
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s)
FAX or email to Ca meron.Weaver(dricmail.net along with a narrative and vicinity man of the project location
Projects must be submitted by 9.00 A.M. of the review date, unless prior arrangements are made
*Stormwater Permit Modification to SW8 000848 dated February 14, 2001
APPLICANT Name Stephen Greiner President
Company Brunswick Community College
Address P 0 Box 30 City/State Supply, NC 7rp 28462 County Brunswick
Phone [phone] Fax N/A Email NIA
PROJECT Name Brunswick Community College Applled Plant Sciences Facili
PROJECT SYSTEM(S) TRIBUTARY TO CLARK BRANCH (STREAM NAME) Lumber RIVER BASIN
ENGINEERICONSULTANT J Phillip Norris, P E
Company Noms. Kuske & Tunstall Consulting Engineers Inc
Address 902 Market Street City/State Wilmington, NC p 28401 County New Hanover
Phone [phone] Fax [phone] Email pnomsAnkteng com
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes ❑ No
--- --------- -- ---- — .....
-- ... — --- —
❑ STREAM ORIGIN Determination; # of stream calls, Stream Name
® STORMWATER * ❑ Low Density ® High Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
❑ COASTAL _ ❑ Excavation & Fill _ —❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® LAND QUALITY ® Erosion and Sedimentation Control Plan with 3 acres to be disturbed L ICY
------------ - - - - _—_ — — -_— - _ _ O A rr l !111
WETLANDS (401) Wetlands on Property ® Yes ❑ No Isolated Wetlands on Property ❑ yes ® No
Check all that annly Wetlands Will Be Impacted ❑ Yes ® No Wetland Impacts 0 Acre(s)
Wetlands Delineation has been completed ® Yes ❑ No ❑ Buffers Impacted OAcre(s)
USACOE Approval of Delineation completed ® Yes ❑ No
404 Application in process w/USACOE ❑Yes ®No I Permit received from USACE []Yes ®No
401 Application required ❑Yes ® No If Yes, ❑ Regular ❑ Express
--- -------- — ----- ------ ......
—
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES Fee Split for multiple permits
SW $
CAMA $
LOS $
401 $ Total Fee Amount $

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3EP722/2006/FRI 09 03 AM NORRIS KUSKE TUNSTAL F44 No 910-343-9604
P 002
STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
BRUNSWICK COMMUNITY COLLEGE APPLIED PLANT SCIENCES
FACILITY
SUPPLY, NORTH CAROLINA
For
Brunswick Community College
P O Box 30
Supply, NC 28462
[phone]
July 2006
Prepared by
NORRIS, KUSKE & TUNSTALL CONSULTING ENGINEERS, INC.
902 Market Street
Wilmington, North Carolina 28401
[phone]
[phone] (Fax)
E-mail office@nkteng com
NKT Project No 06030

HP/22/2006/FRI 09 03 AM NORRIS KUSKE TUNSTAL FAt No 910-343-9604 P 003
DESCRIPTION
The project site is a large acre tract located on the campus of Brunswick
Community College The soils of the site consist of lightly vegetated, sandy clay topsoil
and grades ranging from 0 5% to 2 0% Approximately 3 acres will be graded to allow
construction of a new school budding and retention area with paved access The runoff
from the site is estimated using the rational method 10-year design storm and rainfall
data for the area Construction is scheduled to begin as soon as all permits and
approvals are obtained
EROSION CONTROL MEASURES
The attached plans and specifications outline the requirements for erosion
control measures Silt fencing will be provided where stormwater would be expected to
sheet flow from disturbed areas directly to adjacent property Gravel check dams will
not be provided unless the Contractor has to temporanly discharge into an open ditch
instead of the proposed storm drain outfall The detention pond will be used as a silt
basin during construction and restored to its design contours prior to completion A
gravel construction entrance will be constructed at the protect entrance Maintenance
will be provided by the grading contractor and developer
STORMWATER MANAGEMENT MEASURES
The protect site is located in Brunswick County Land disturbing on the site will
exceed one acre, which requires the site to comply with the State Regulations The
stormwater runoff from the development will be directed to the relocated stormwater
detention pond This was originally permitted under SW8 000848 dated February 14,
2001
CONSTRUCTION SEQUENCE
The Contractor will install the gravel construction entrance and silt fence prior to
beginning any clearing and grading operations Additional silt fence will be installed
when and if conditions warrant during construction The detention pond/silt basin will
be constructed immediately after that portion of the site is cleared, and outlet structure
with protection will be installed Disturbed areas will be landscaped or seeded upon
completion

FEF/22/2006/FP,I 09 03 AM NORRIS KUSKE TUNSTAL F4X No 910-343-9604 P 004
EROSION CONTROL NOTES AND MAINTENANCE PLAN
1 Install erosion control measures before beginning construction or as soon
thereafter as possible All erosion and sediment control practices will be
checked for stability and operation following every runoff -producing rainfall but in
no case less than once every week Any needed repairs will be made
immediately to maintain all practices as designed
2 Maintain the gravel construction entrances in a condition to prevent mud or
sediment from leaving the construction site The contractor shall inspect the
construction entrances on a daily basis This will require periodic top dressing
with additional No 4 stone Any objectionable materials spilled, washed, or
tracked onto public roadways shall be removed immediately
3 Install erosion control measures around the drop inlets as shown on the plans to
trap silt during construction Inspect the erosion control around the inlets after
each ram and make repairs immediately Remove sediment when it becomes
0 50 deep to provide adequate storage volume for subsequent rains When the
contributing drainage area has been adequately stabilized, remove all materials
and any unstable sod and either salvage or dispose of it properly Bring the
disturbed area to proper grade and appropriately stabilize all bare areas around
the drop inlets
4 Sediment will be removed from behind the silt fence when it becomes 0 5 feet
deep at the fence The sediment fence will be repaired as necessary to maintain
a barrier Silt fence stakes shall be spaced 6 feet apart unless a wire backing is
used with 8 foot stake spacing
5 Inspect temporary sediment traps / check dams after each period of significant
rainfall Remove sediment and restore the trap to its original dimensions when
the sediment has accumulated to one-half the design depth of the trap Place
the sediment that is removed in the designated disposal area and replace the
contaminated part of the gravel facing Check the structure for damage from
erosion or piping Periodically check the depth of the spillway to ensure it is a
minimum of 1 5 ft below the low point of the embankment Immediately fill any
settlement of the embankment to slightly above design grade Any nprap
displaced from the spillway must be replaced immediately After all sediment -
producing areas have been permanently stabilized, remove the structure and all
unstable sediment Smooth the area to blend with the adjoining areas and
stabilize properly
6 The stormwater ponds will act as sediment basins and will be cleaned out when
the level of sediment reaches 2 0 ft below the top of the nser Gravel will be
cleaned or replaced when the sediment pool no longer drains properly

CEP/22/2006/FP,I 09 03 AM NORRIS KUSKE TUNSTAL FAX No 9IO-343-9604
V 0H
7 The angle for graded slopes and fills shall be no greater than the angle that can
be retained by vegetative cover or other adequate erosion -control devices or
structures In any event, slopes left exposed will, within 21 calendar days of
completion of any phase of grading, be planted or otherwise provided with
temporary or permanent ground cover, devices, or structures sufficient to restrain
erosion
a All disturbed areas shall be seeded within 15 days of disturbance All seeded
areas will be fertilized, reseeded as necessary and mulched according to
specifications in the vegetative plan to maintain a vigorous, dense vegetative
cover
9 More stringent measures shall be used to halt erosion if those shown on this plan
are not effective
10 All erosion shall be controlled including side slopes before the project is
completed
11 Remove temporary measures upon completion of project All permanent
measures will be well established before project closeout

_EP/22/2006/FP,I 09 03 AM NORRIS KUSKE TUNSTAL FAA NA 910-313-9604
F 006
SECTION 02920
SOIL EROSION AND SEDIMENTATION CONTROL
1 GENERAL
1 1 Contractor shall take every reasonable precaution throughout construction to
prevent the erosion of soil and the sedimentation of streams, lakes, reservoirs, other
water impoundments, ground surfaces, or other property as required by State and Local
regulations
12 The Contractor shall install all required silt fences, and construction entrances at
the initiation of work, and have these measures reviewed and approved by the local
permit authority prior to clearing and grading operations
13 The Contractor shall, within 15 days of suspension or completion of land
disturbing activities, provide permanent protective covering for disturbed areas
Temporary and permanent erosion control measures shall be coordinated to assure
economical, effective, and continuous erosion and siltation control throughout the
construction and post -construction period Use the specified seed for both temporary and
permanent seeding
2 PRODUCTS
21 Asphalt for anchoring mulch shall be Type SS-1 Emulsion
22 Fertilizer shall be 10-10-10 grade or equivalent
23 Lime shall be dolomitic agricultural ground limestone containing not less than 10
percent magnesium oxide
24 Mulch shall be small grain straw, hay, wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed
25 Phosphate shall be 20 percent superphosphate or equivalent
26 Seed shall be 20% carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping
Red Fescue, and 24% Annual Rye grain Bermuda seed shall be hulled for warm
weather planting and unhulled for cool weather planting Purity of seed shall be a
minimum of 98 percent and germination shall be a minimum of 85 percent
27 Silt fence shall consist of NCDOT Class A fabric supported by wood or metal
posts spaced not more than 6 feet on center The bottom of the fabric shall be buried a
minimum of 6 inches
28 Gravel for check dams shall be #57 washed stone

HP/22/2006/FPI 09 04 AM NORRIS KUSKE TUNSTAL FAQ Nn 910-343-960— P 007
29 Aggregate for construction entrance shall be #4 washed stone
210 Stone np rap for check dams and erosion control shall be NCDOT Class A or B
as shown
3 EXECUTION
31 General Take every practicable measure during construction or suspension to
work to minimize erosion and siltation Measures should include good construction
practices, temporary physical barriers to sediment travel, settling basins for new ditches,
and establishment of vegetative cover
32 Construction Practices
3 2 1 Avoid dumping soil or sediment into any wetland or watercourse
322 Maintain an undisturbed vegetative buffer where possible between a natural
watercourse and trenching and grading operations
323 Avoid equipment crossings of streams, creeks, and ditches where practicable
324 Grade all out, fill and ditch slopes to minimum slope of 3-1, unless otherwise
shown or directed
33 Temporary Physical Barriers are required where sedimentation on off site
property or excessive erosion is a problem
3 3 1 Mulch shall be used for temporary stabilization of areas subject to excessive
erosion and for protection of seedbeds after planting where required
1 Apply gram straw and hay at a rate of 75 to 100 pounds per 1000 square feet
and wood chips at a rate of 500 pounds per 1000 square feet Jute and mesh
should be installed as per manufacturer's instructions
2 Asphalt emulsion for slope stabilization should be applied at a rate of 1,000
gallons per acre Asphalt emulsion used for anchoring straw should be
applied at a rate of 150 gallons per ton of straw
3 3 2 Silt Fences shall be used at the base of slopes to restrict movement of sediment
from the site Clean silt fence of accumulated sediment after each rainfall event or
when d exceeds a depth of 0 5 feet above natural grade
3 3 3 Stone Check Dams, placed at the discharges of creeks, ditches, and swales,
shall consist of Class A or Class B erosion control stone at minimum two feet high and

HP/22/2006/FRI 09 04 AM NORRIS KUSKE TUNSTAL FAX No 910-343-9604
F 008
three feet thick across the watercourse, with a one foot thick layer of gravel on upstream
side Remove sediment if accumulated to a depth of 1 0 feet at upstream face
34 Vegetative Cover Establish and maintain permanent vegetative cover on all
unpaved areas disturbed by the work
3 4 1 Preparation of Seedbed Areas to be seeded shall be scarified to a depth of 4
inches and until a firm, well pulverized, uniform seedbed is prepared Lime, phosphorous
and fertilizer shall be applied during the scanfication process in accordance with the
following rates
Lime 45 pounds per 1000 square feet
Phosphorous 20 pounds per 1000 square feet
Fertilizer 17 pounds per 1000 square feet
342 Seeding Disturbed areas shall be seeded with 2 to 3 pounds per 1000 square
feet of the specified seed mixture Seed shall be worked into the bed to a depth of 1/4
inch Regrade and seed eroded areas immediately
343 Mulch all areas immediately after seeding Mulch shall be applied and anchored
as specked hereinbefore Reapply as necessary to retain cover until grass is
established
35 Construction Entrance Provide an aggregate drive, 20 feet wide by 50 feet long
by 6 inches thick at each entrance to the site used by construction vehicles, until such
time as the permanent roadway is constructed Remove sod if accumulated to a depth
greater than 0 5 inches
36 Maintenance The Owner and Contractor shall be responsible for maintaining all
temporary and permanent erosion control measures Temporary structures shall be
maintained until such time as vegetation is firmly established in the area protected by
the structure Permanent streambank protection and grassed areas shall be
maintained until completion of the project Areas that fad to show a suitable stand of
grass or which are damaged by erosion shall be immediately repaired
END OF SECTION

SEF/2V2006/FP,I 09 09 AM NORRIS KUSKE TUNSTAL FnX No 910-343-9604
P 002
STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
ODELL WILLIAMSON AUDITORIUM ADDITION
SUPPLY, NORTH CAROLINA
For
Brunswick Community College
P O Box 30
Supply, NC 28462
[phone]
July 2006
Prepared by
NORRIS, KUSKE & TUNSTALL CONSULTING ENGINEERS, INC.
902 Market Street
Wilmington, North Carolina 28401
[phone]
[phone] (Fax)
E-mail office@nkteng corn
NKT Project No 06031

SEp/21-1 9006/FF,I 09 09 AM NORRIS KUSKE TUNSTAL FAX No 910-343-9604 P 003
flkI\N:7•191�L�
DESCRIPTION
The project site is a large acre tract located on the campus of Brunswick
Community College The sods of the site consist of lightly vegetated sandy clay topsoil
and grades ranging from 0 1 % to 1 0% Approximately 1 0 acres will be graded to allow
construction of a new addition to Odell Williamson Auditorium with paved parking and
paved access The runoff from the site is estimated using the rational method 10-year
design storm and rainfall data for the area Construction is scheduled to begin as soon
as all permits and approvals are obtained
EROSION CONTROL MEASURES
The attached plans and specifications outline the requirements for erosion
control measures Silt fencing will be provided where stormwater would be expected to
sheet flow from disturbed areas directly to adjacent property Gravel check dams will
not be provided unless the Contractor has to temporarily discharge into an open ditch
instead of the proposed storm drain outfall The detention pond will be used as a silt
basin during construction and restored to its design contours prior to completion A
gravel construction entrance will be constructed as shown Maintenance will be
provided by the grading contractor and developer
STORMWATER MANAGEMENT MEASURES
The project site is located in Brunswick County Land disturbing on the site will
exceed one acre, which requires the site to comply with the State Regulations The
stormwater runoff from the development will be directed to the existing stormwater
detention pond This was onginally permitted under SWS 910501 dated June 7, 1991
CONSTRUCTION SEQUENCE
The Contractor will install the gravel construction entrance and silt fence prior to
beginning any clearing and grading operations Additional silt fence will be installed
when and if conditions warrant during construction The detention pond/silt basin will
be constructed immediately after that portion of the site is cleared, and outlet structure
with protection will be installed Disturbed areas will be landscaped or seeded upon
completion

CEP/21/2006/FRI 09 10 AM NORRIS KUSKE TUNSTAL FAX No 9I0-343-9604
P 004
EROSION CONTROL NOTES AND MAINTENANCE PLAN
1 Install erosion control measures before beginning construction or as soon
thereafter as possible All erosion and sediment control practices will be
checked for stability and operation following every runoff -producing rainfall but in
no case less than once every week Any needed repairs will be made
immediately to maintain all practices as designed
2 Maintain the gravel construction entrances in a condition to prevent mud or
sediment from leaving the construction site The contractor shall inspect the
construction entrances on a daily basis This will require periodic top dressing
with additional No 4 stone Any objectionable materials spilled, washed, or
tracked onto public roadways shall be removed immediately
3 Install erosion control measures around the drop inlets as shown on the plans to
trap silt during construction Inspect the erosion control around the inlets after
each rain and make repairs immediately Remove sediment when it becomes
0 50 deep to provide adequate storage volume for subsequent rams When the
contributing drainage area has been adequately stabilized, remove all materials
and any unstable sod and either salvage or dispose of it properly Bring the
disturbed area to proper grade and appropriately stabilize all bare areas around
the drop inlets
4 Sediment will be removed from behind the silt fence when it becomes 0 5 feet
deep at the fence The sediment fence will be repaired as necessary to maintain
a barrier Silt fence stakes shall be spaced 8 feet apart unless a wire backing is
used with 8 foot stake spacing
5 Inspect temporary sediment traps / check dams after each period of significant
rainfall Remove sediment and restore the trap to its original dimensions when
the sediment has accumulated to one-half the design depth of the trap Place
the sediment that is removed in the designated disposal area and replace the
contaminated part of the gravel facing Check the structure for damage from
erosion or piping Periodically check the depth of the spillway to ensure it is a
minimum of 1 5 ft below the low point of the embankment Immediately fill any
settlement of the embankment to slightly above design grade Any riprap
displaced from the spillway must be replaced immediately After all sediment -
producing areas have been permanently stabilized, remove the structure and all
unstable sediment Smooth the area to blend with the adjoining areas and
stabilize properly
6 The stormwater ponds will act as sediment basins and will be cleaned out when
the level of sediment reaches 2 0 ft below the top of the riser Gravel will be
cleaned or replaced when the sediment pool no longer drams properly

CEP/212/9-006/FRI 09 10 AM NORRIS KUSKE TUNSTAL uAX No 910""-9604
P OH
7 The angle for graded slopes and fills shall be no greater than the angle that can
be retained by vegetative cover or other adequate erosion -control devices or
structures In any event, slopes left exposed will, within 21 calendar days of
completion of any phase of grading, be planted or otherwise provided with
temporary or permanent ground cover, devices, or structures sufficient to restrain
erosion
8 All disturbed areas shall be seeded within 15 days of disturbance All seeded
areas will be fertilized, reseeded as necessary and mulched according to
specifications in the vegetative plan to maintain a vigorous, dense vegetative
cover
9 More stringent measures shall be used to halt erosion if those shown on this plan
are not effective
10 All erosion shall be controlled including side slopes before the project is
completed
11 Remove temporary measures upon completion of project All permanent
measures will be well established before project closeout

SEP/2?/9-006/FP,I 09 10 AM NORRIS KUSKE TUNSTAL FAX No 910-343-9604
P 006
SECTION 02920
SOIL EROSION AND SEDIMENTATION CONTROL
1 GENERAL
1 1 Contractor shall take every reasonable precaution throughout construction to
prevent the erosion of soil and the sedimentation of streams, lakes, reservoirs, other
water impoundments, ground surfaces, or other property as required by State and Local
regulations
1 2 The Contractor shall install all required silt fences, and construction entrances at
the initiation of work, and have these measures reviewed and approved by the local
permit authority prior to clearing and grading operations
1 3 The Contractor shall, within 15 days of suspension or completion of land
disturbing actwites, provide permanent protective covering for disturbed areas
Temporary and permanent erosion control measures shall be coordinated to assure
economical, effective, and continuous erosion and siltation control throughout the
construction and post -construction period Use the specified seed for both temporary and
permanent seeding
2 PRODUCTS
21 Asphalt for anchoring mulch shall be Type SS-1 Emulsion
22 Fertilizer shall be 10-10-10 grade or equivalent
23 Lime shall be dolomitic agricultural ground limestone containing not less than 10
percent magnesium oxide
24 Mulch shall be small grain straw, hay, wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed
25 Phosphate shall be 20 percent superphosphate or equivalent
26 Seed shall be 20% carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping
Red Fescue, and 24% Annual Rye gram Bermuda seed shall be hulled for warm
weather planting and unhulled for cool weather planting Purity of seed shall be a
minimum of 98 percent and germination shall be a minimum of 85 percent
27 Silt fence shall consist of NCDOT Class A fabric supported by wood or metal
posts spaced not more than 6 feet on center The bottom of the fabric shall be buned a
minimum of 6 inches
28 Gravel for check dams shall be #57 washed stone

CEP/22/2006/FRI 09 10 AM NORRIS KUSKE TUNSTAL """ No 910-3a3-9604
P 007
29 Aggregate for construction entrance shall be #4 washed stone
210 Stone rip rap for check dams and erosion control shall be NCDOT Class A or B
as shown
3 EXECUTION
31 General Take every practicable measure during construction or suspension to
work to minimize erosion and siltation Measures should include good construction
practices, temporary physical barriers to sediment travel, settling basins for new ditches,
and establishment of vegetative cover
32 Construction Practices
3 2 1 Avoid dumping soil or sediment into any wetland or watercourse
322 Maintain an undisturbed vegetative buffer where possible between a natural
watercourse and trenching and grading operations
323 Avoid equipment crossings of streams, creeks, and ditches where practicable
324 Grade all cut, fill and ditch slopes to minimum slope of 3 1, unless otherwise
shown or directed
33 Temporary Physical Barriers are required where sedimentation on off site
property or excessive erosion is a problem
3 3 1 Mulch shall be used for temporary stabilization of areas subject to excessive
erosion and for protection of seedbeds after planting where required
1 Apply grain straw and hay at a rate of 75 to 100 pounds per 1000 square feet
and wood chips at a rate of 500 pounds per 1000 square feet Jute and mesh
should be installed as per manufacturer's instructions
2 Asphalt emulsion for slope stabilization should be applied at a rate of 1,000
gallons per acre Asphalt emulsion used for anchoring straw should be
applied at a rate of 150 gallons per ton of straw
3 3 2 Silt Fences shall be used at the base of slopes to restrict movement of sediment
from the site Clean silt fence of accumulated sediment after each rainfall event or
when it exceeds a depth of 0 5 feet above natural grade
3 3 3 Stone Check Dams, placed at the discharges of creeks, ditches, and swales,
shall consist of Class A or Class B erosion control stone at minimum two feet high and

Ep/22/2006/FP,I 09 10 U NORMS KUSKE TUNSTAL F4X Nu 910-343-9604
P 008
three feet thick across the watercourse, with a one foot thick layer of gravel on upstream
side Remove sediment if accumulated to a depth of 1 0 feet at upstream face
34 Vegetative Cover Establish and maintain permanent vegetative cover on all
unpaved areas disturbed by the work
3 4 1 Preparation of Seedbed Areas to be seeded shall be scarified to a depth of 4
inches and until a firm, well pulverized, uniform seedbed is prepared Lime, phosphorous
and fertilizer shall be applied during the scarification process in accordance with the
following rates
Lime 45 pounds per 1000 square feet
Phosphorous 20 pounds per 1000 square feet
Fertilizer 17 pounds per 1000 square feet
342 Seeding Disturbed areas shall be seeded with 2 to 3 pounds per 1000 square
feet of the specified seed mixture Seed shall be worked into the bed to a depth of 1/4
inch Regrade and seed eroded areas immediately
343 Mulch all areas immediately after seeding Mulch shall be applied and anchored
as speed hereinbefore Reapply as necessary to retain cover until grass is
established
35 Construction Entrance Provide an aggregate drive, 20 feet wide by 50 feet long
by 6 inches thick at each entrance to the site used by construction vehicles, until such
time as the permanent roadway is constructed Remove sod if accumulated to a depth
greater than 0 5 inches
36 Maintenance The Owner and Contractor shall be responsible for maintaining all
temporary and permanent erosion control measures Temporary structures shall be
maintained until such time as vegetation is firmly established in the area protected by
the structure Permanent streambank protection and grassed areas shall be
maintained until completion of the project Areas that fad to show a suitable stand of
grass or which are damaged by erosion shall be immediately repaired
END OF SECTION

HP/22/2006/FRt 09 10 AM
j
NORRIS KUSKE TUNSTAL FPX No M-94',-960-
r
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EP/22/2006/FRI 09 34 AM
NORRIS KUSKE TUNSTAL
FAX No 910-343-9604
001
NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS,
September 21, 2006
Ms Linda Lewis
NC DENR
Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
INC
J Phillip Norns, PE
John A Kuske, III, PE
John S Tunstall, PE
J A Kuske, PE of Counsel
S'B (110so,
Re Brunswick Community College Applied Plant Sciences Facility / Aquaculture
Pond Renovations
Stormwater Project No SW8 980408 Mod
Brunswick County
NKT Project No 06030 8r 06039
Dear Ms Lewis
We are writing in response to your Request for State Stormwater Management Permit
application letter dated Sept 15, 2006 This project has been scheduled for review and
approval through the express review program
Please contact us if you have any further questions or comments Thank you for your
assistance on this project
Sincerely,
NORRIS, KUSKE & TUNSTALL
CONSULTING ENGINEERS, INC.
JJh'llip Norris, P E
JPN/asn
06030 8 06039 09-21-06ssw-request for permit-response-Itr
cc Stephen Greiner, President / Brunswick Community College
John Sawyer, AIA / John Sawyer Architects
902 Market Street • Wilmington, NC 28401-4733 0 Phone [phone] • Fax [phone]

I�
Leslie N Roney AIA
1880 1964
William J Roney AIA
1922 1993
Leslie N Roney Jr FAIA
Charles H Roney FAIA
Paul Davis Roney AIA
Charles H Roney Jr AIA
James A Claywell AIA
George J Jemigan Jr AIA
Kenneth M Phelps AIA
120 South Fifth Avenue
P O Box 2047
Wilmington NC 28402-2047
Telephone [phone]
FAX [phone]
5511 Capital Center Drive
Suite 102
Raleigh, INC 27606-3393
Telephone [phone]
FAX [phone]
2115 Rexford Road
Suite 316
Charlotte NC 28211-3476
Telephone [phone]
FAX [phone]
boneu architects
24 September 1993
Ms Linda Lewis
Environmental Engineer
Division of Environmental Management
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Odell Williamson Auditorium
Brunswick Community College
Stormwater Project N 910501
BA k 8967
Dear Ms Lewis
ISEP 2 8 1993
Please find enclosed Mr Dan Latta's letter dated 20 September 1993
regarding the above referenced project
Thank you
Sincerely,
BONEY ARCHITECTS
By Kenneth A Phelps
Enclosure
/ir(119-24)
0
9E C E � W t b
SEP 2 8 1993
UIOSO�
O T >�
Founded in 1922 by Leslie N Roney, Architect (1880-1964)

T,4LBE)9TW BR101IY A
engineering & planning consultants
September 20, 1993
Ms Linda Lewis, Environmental Engineer
Division of Environmental Management
127 Cardinal Drive Extension
Wilmington, N C 28405-3845
RE Odell Williamson Auditorium
Stormwater Project No 910501
TBI No 5101-9000
Dear Linda,
SEP 21 1993 1
The following statement is our certification of construction of the above referenced project
I, R Daniel Latta, as a duly registered Professional Engineer in the state of North
Carolina, having been authorized to observe periodically the construction of the project, Odell
Williamson Auditorium stormwater management facilities Bunswtck County„ for the Permittee,
Brunswick Community College, hereby state that, to the best of my knowledge and belief, due
care and diligence was used in the observation of the such that the construction was observed
to be built within substantial compliance and intent of the approved plans and specifications
Signed Registration No 9534
Date 2c-,, b-- /99 3
Please advise if additional information is required
Respectfully submitted,
&LIe �6K—
R Daniel Latta, P E RLS
Sr Civil Engineer
RDL/clf
c Ken Phelps
STORMW R
IUn�( SEP 2 1 1993 U
DEM
20I # IL S Il
The Cotton Exchange • 321 N Front Street • Witmrngton, NC 28401 • 919 763-5350 • Fax [phone]