SW8990341_HISTORICAL FILE_20011205

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 ' 1 of 03>4I
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�ooi �2nS
YYYYMMDD

,O� %NATF9 Michael F. Easley, Governor
�, 0 William G. Ross, Jr., Secretary
�O 7 North Carolina Department of Environment and Natural Resources
r_
� Gregory J. Thorpe, Ph.D., Acting Director
5 Y Division of Water Quality
Wilmington Regional Office
December 5, 2001
Mr. William H. Cameron, Managing Partner
Cameron Company, LLC
1201 Glen Meade Road
Wilmington, NC 28401
Subject: Permit No. SW8 990341 Modification
College Oleander Center
High Density Stormwater Project
New Hanover County
Dear Mr. Cameron:
The Wilmington Regional Office received a complete modification to the Stormwater Management Permit
Application for College Oleander Center on October 11, 2001. 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
21-1.1000. We are forwarding Permit No. SW8 990341 Modification dated December 5, 2001, for the construction
of College Oleander Center.
This permit shall be effective from the date of issuance until July 12, 2009, 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 thirty (30) 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 Linda Lewis, or
me at [phone]. .
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:\WQS\STORMWAT\PERMIT\990341.DEC
cc: David S. Hollis, P.E.
Tony Roberts, New Hanover County Inspections
Beth E. Wetherill, New Hanover County Engineering
Linda Lewis
Wilmington Regional Office
Central Files
N.C. Division of Water Quality 127 Cardinal. Drive Extension Wilmington, N.C. 28405
[phone] Fax [phone] Customer service
800-623-7748

State Stormwater Management Systems
Permit No. SW8 990341 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
Cameron Company, LLC
College Oleander Center
New Hanover County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of 15A NCAC
2H A000 (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 July 12, 2009 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 on page
3 of this permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff from
252,650 square feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per
approved plans.. The total built -upon area includes the proposed development, future development, a
contingency amount of 33,300 ft and 4,350 ft' of offsite area.
5. All stormwater collection and treatment systems must be located in either dedicated common areas or
recorded easements. The final plats for the project will be recorded showing all such required easements,
in accordance with the approved plans.
6. The runoff from all built -upon area within the permitted drainage area of this project must be directed into
the permitted stormwater control system. A permit modification must be submitted and approved prior to
the construction of additional built -upon area from outside of the approved drainage area.

State Stormwater Management Systems
Permit No. SW8 990341 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 ofNorth Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Cameron Company, LLC
College Oleander Center
New Hanover County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of 15A NCAC
21-1 .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 frorn the date of issuance until July 12, 2009 and shall be subject to the following
specified conditions and limitations:
L 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. "Phis stormwater system has been approved for the management of stormwater runoff as described on page
3 of this permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff from
252,650 square feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per
approved plans. The total built -upon area includes the proposed development, future development, a
contingency amount of 33,300 fl and 4,350 ft' of offsite area.
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 anr,,:oved plans.
6. The runoff from all built -upon area within the permitted drainage area of this project must be directed into
the permitted stormwater control system. A permit modification must be submitted and approved prior to
the construction of additional built -upon area from outside of the approved drainage area.

State Stormwater Management Systems
Permit No. SW8 990341 Modification
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
College Oleander Center
SW8 990341 Modification
Application Date:
Name of Receiving Stream/Indez #:
Classification of Water Body:
If Class SA, chloride sampling results:
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Drainage Area, acres:
Total Impervious Surfaces, ftz:
Offsite Area entering Pond, ftz:
Required Surface Area, ft2:
Provided Surface Area, ftz:
Required Storage Volume, ft':
Provided Storage Volume, ft':
Temporary Storage Elevation, FMSL:
Controlling Orifice:
New Hanover County
Mr. William H. Cameron, Managing Partner
Cameron Company, LLC
1201 Glen Meade Road
Wilmington, NC 28401
October 11, 2001
Cape Fear / Burnt Mill Creek / 18-74-63-2
"C Sw"
n/a
VAi
37.5
7
252,650
4,350, per engineer
8,973
13,450
20,219
28,348
39.2
2" cp pipe
3

State Stormwater Management Systems
Permit No. SW8 990341 Modification
11. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in it's 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 times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must
be followed in its entirety and maintenance must occur at the scheduled intervals including, but not limited
to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes and vegetated filter.
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, flow spreader, 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.
Decorative spray fountains will not be allowed in the stormwater treatment system.
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.
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.
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, or sale of the project area. The project area is defined as all property
owned by the permittee, for which Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted future areas shown on the
approved plans, prior to construction. If the proposed BUA exceeds the pemitted amount, a modification
to the permit must be submitted and approved prior to construction.

State Stormwater Management Systems
Permit No. SW8 990341 Modification
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. The permittee shall notify the Division of any name, ownership or mailing address changes within 30 days.
13. Prior to the sale or lease of any portion of the property, the permittee shall notify DWQ and provide the
name, mailing address and phone number of the purchaser or leasee. 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 or lease of any portion of the property.
14. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area.
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. 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 an application fee, 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. Responsibility for compliance with all permit conditions remains with the Permittee
until such time as the Division approves the formal permit 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)
which have jurisdiction.
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 maybe required by this Division,
such as the construction of additional or replacement stormwater management systems.
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.
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.
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.
Permit issued this the 5th day of December, 2001.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
tD_ti_ r .V__ l,L� . S!_ 1-7
--� 1- 1 Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission

{
'V-.OPEICE:USE�ONLY��
Date Received Fee Paid Permit Number
X-/0-2vol 420/4-So 5wo- g9o3 ( Pw
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form stay 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):
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
�L ,� ��tti�r,T�,, � �, D_t �a P2rfnet-
3. Mailing Address for person listed in item 2 above:
L7�f /I Ma��ca
city: �J 9r (Yl lvL� t State: C. Zip: 2B 4Z
i`M� Telephone Number: (�) t 0 ) 7iOZ — Z G_
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
IOW
a ; ice" • `_ __ .A&1
.
6. Directions to project (from nearest major intersection):
7. Latitude:_ ( zt 50 tt Longitude: / [ 6 5tt r50 U of project
8. Contact person who can answer questions about the project: Name: &Lt Telephone Number: (9td )IG-Z -2G-7G
H. PERMIT INFORMATION:
1. Specify whether project is (check one): New Renewal ��Modification
Form SWU-101 Version 3.0 Page I of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number ' -),.(A R !!e (')'�_54 j and its issue date (if known) _ 19 • 9-
3. Specify the type of project (check one):
_Low Density __Nn-I Tgh Density Redevelop General Permit _Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major t/5edimentation/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.
11,_+ CIOJJt1A_iok �lhwp�f1i�
2. Storrwater runoff from this project drains to the ( a poe River basin.
3. Total Project Area: !. C) acres
4. Project Built Upon Area: (�?)S %
" t 5. How many drainage areas does the project have? MVI,=>_
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.
Easm Inforrrtatton* �' r Drauiage Areal Dramage9Area 2 x
� �._�bF,. .vr.. 3>`S ,.4.-w -� an..ARae•..�F �x..ram ?, -;YW' "'e.
Receiving Stream Name
Receiving Stream Class
Drainage Area
Existing Impervious* Area
Proposed Impervious"Area QGUe
% Impervious* Area (total)
Im erurous' Suifaee Area
�i} %Diautage% rev' 1e
li'�" -�Dtamage f rev 2 y
On -site Buildings
On -site Streets
On -site Parking
]`
On -site Sidewalks
Other on -site
�Y
Off -site
0 51;�
Total: 2 (pCQ
Total:
' Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc. =' eJ , 8 CLc-ues
Form SWU-101 Version 3.99
Page 2 of 4

r
How was the off -site impervious area listed above derived? �cl� :pa y-%cm,G
L C7tLl1�F�� S MCA,
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.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number Z CA 18 1�3S ©_54 1 as issued by the Division of Water Quality. These covenants may
not be cl_..o.:d or deleted without the consent of the State.
2. No more than 25'2.60Je0 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 do not include wood
decking err 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 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

r
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 Form(s) for each BMP
• Permit application processing fee of 5420 (payable to NCDENR) -T�-7-.�� Irs
• Detailed narrative description of stormwater treatment/management l—1
• 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 firmso that they may provide information on your
,•n
behalf, please complete this section. -_ s, 0,-O L [L s r '(.. e I PU5
Designated agent (individual or
City: LOL
Phone:
VIII. APPLICANT'S CERTIFICATION / /
I, (print or type name of person listed in General Information, item 2) t�✓ t �/ti hn /-
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 protectivd covenants will b corded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.
Signature: Date:
(�- l
Form SWU-101 Version 3.99 Page 4 of 4

Permit No. e5(J58 950541
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: de>u 7 cxe �'
Contact Person: li Jc lkal • 0CLUtaumyL Phone Number: 0(0g:3760
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation �30. ft.
,,,-)Permanent Pool Elevation
Temporary Pool Elevation
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 13,450 sq. ft. (water surface area at the orifice elevation)
Drainage Area 0 ac. (on -.site and off -site drainage to the basin)
Impervious Area 6.e) ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume '20 .0t0 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 29,300 cu. ft. (volume detained above the permanent pool)
Forebay Volume 77 1 13(f)O cu. ft. (approximately 20% of total volume)
Other parameters
SAIDAI
Diameter of Orifice
Design Rainfall
r.~, Design TSS Removal 2
3_ I
2. in.
pt in.
dl %
(surface area to drainage area ratio from DWQ table)
(2 to 5 clay temporary pool draw -down required)
(minimum 85% required)
Form SWU-102 Rev 3.99
Page 1 of 4

Footnotes:
�t 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.
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.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
'?,E l - (61 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.
t� c. The temporary pool controls runoff from theAcsign storm event.
-ll7n d. The temporary pool draws down in 2 to 5 days.
`�..J 6=)A DG(. e. 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.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
LDS 61 It. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
D56A i. Vegetative cover above the permanent pool elevation is specified.
25" 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.
Gri 1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
�-� m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
� 11 vegetated filter if one is provided.
This system (check one) 0 does
This system (check one) 0 does
18` oes not incorporate a vegetated filter at the outlet.
6ilues not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99
Page 2 of 4

Maintenance activities shall be performed as follows:
t. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative:
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
l When the permanent pool depth reads 5,(0 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 5.0 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM _
(fill in the blanks)
Permanent Pool Elevation 375
Sediment Re oval El. r
' . J
______________ _ Sediment Removal Elevation 3 75%
Bottom El e ation 3©5 N
-------- ------------------------ -
Bottom Elevation 25%
FOREBAY MAIN 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.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: L O t.I ( t Qtnti H ra &A aL4n%-�
Title- (W y SA-n o 2li . (I n uA or rv, 0 rt.' nn tug L LC -
Address: i 'L0l
Date: r K"9-0�
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, Io ry e-a a Notary Public for the State of 1 Ib— A on yama,
County of New 90 YlNeA� , do hereby certify that W ;111 i Q_yYA ( . CO-Wgm-',
personally appeared before me this 941�- day of uS 20 o I , and acknowledge the due
•M�execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
CA 41
41�0�
• c.i t
4 ..
`Vrl:t
SEAL
My commission expires Z ��
Form SWU-102 Rev 3.99 Page 4 of 4

Hanover Design Services, P.A.Ln J � -IIff
Land Surveyors, Engineers, Land Planners \\
October 9, 2001
Ms. Linda Lewis, Environmental Engineer
Department,of Environment and Natural Resources
Division'of Water quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: College Oleander Center, Modification to SW8 990341
Dear Linda:
Attached please find 4 copies of the revised Water Quality Plan and revised Sheet 2 of the
Application. As per your request for additional information:
❑ The numbers on the application Sheet 2 have been reported in square feet as requested.
❑ The excess has been reported as a contingency under `other on -site impervious" as requested.
You can see that we ought to have plenty of `breathing room'.
❑ Buildings 2,3 and 4 have been dimensioned as requested.
❑ The existing outlet structure detail was added as requested.
If you have any questions or comments, please feel free to call me. Thanks for your consideration
in this matter; i look forward to your response.
Sincerely,
David S. Hollis, PE, PLS
Attachments
xc: Mr. Bill Cameron, Cameron Company LLC
2466141.doc
319 Walnut Street Wilmington, NC 28401 [phone]

Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
'C
October 2, 2001
Mr. William H. Cameron, Managing Partner
Cameron Company, LLC
1201 Glen Meade Road
Wilmington, NC 28401
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Wilmington Regional Office
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 990341 Modification
College Oleander Center
New Hanover County
Dear Mr. Cameron:
The Wilmington Regional Office received a Stormwater Management Permit Application for College
Oleander Center on August 10, 2001. A preliminary review of that information has determined that the application
is not complete. The following information is needed to continue the stormwater review:
First, let me apologize for the confusion generated by my letter of May 29, 2001. It can get very busy
in our office, and I did not proofread the letter like I should have. I can usually trust my
administrative assistant to get it right, since she types all the storm sub letters. I have impressed upon
her the necessity of making sure that she has the correct type of application and/or violation noted
in those letters, and I will make the added effort of proofreading. Please note that those letters
contain a response date of 30 days from the date of the letter. As stated in the letter, that does NOT
mean that an application is required within 30 days, it means that EITHER an application OR a
written response regarding the status of the project and it's expected submittal date are required.
Obviously, if your engineer's office is waiting on information that will not be available for 60 days,
then the application cannot be submitted within 30 days, but you can write to the Division by the due
date and provide us with the status and an expected submittal date. All we ask is to be kept in the
loop.
2. Please report the numbers on the application in square feet. It is easier and faster for me to verify
numbers in square feet. Thanks.
Rather than distributing the contingency amount among the buildings, pavement and sidewalks, it
is much less confusing to me, and easier to permit future built -upon area, if the actual amounts of
building, paving, and sidewalk ar0reported and the contingency amount is listed as a separate
amount under "Other on -site". Then, if additional BUA is desired, it will not be necessary to go
through a complete modification, since a future amount will be specified in the permit.
4. Please dimension future buildings 2, 3 and 4, or note a maximum amount of built -upon area.
5. Please provide an outlet structure detail with the 2" orifice specified. A
PPIX
NCb MR
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer service
800-623-7748

Mr. Cameron
October 2, 2001
Stormwater Project No. SW8 990341 Modification
6. The previous approved pond had a forebay area about 21 % of the total volume, but the modification
proposes to have a forebay area that is closer to 38%. If the forebay is as deep as the pond, then the
20% ratio doesn't matter, but when the forebay is shallower than the main pond, the amount of
surface area at the design depth is significantly reduced. In this case, though, the required minimums
have been so far exceeded, that the leftover surface area in the pond (after subtracting the forebay
area) still exceeds the minimum requirement, so I am not going to require that the forebay volume
be reduced; however, for future projects, large, shallow forebays which are well in excess of the
20% requirement will not be permitted. This is one instance where over -design is not a good thing.
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received by this Office prior to November 2, 2001, 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
RSS/arl: S:\WQS\STORMWAT\ADDINFO\990341M.00T
cc: Linda Lewis
David Hollis, P.E.

Entity Names
http://www.secretary.state.nc.us/Corporations/Corp.asp?5287060
EPARTMENT OF THE SEC
Date:
10/2/2001
Document Filings
Corporation Names
Name
Name Type
Cameron Company, L.L.C.
Legal NC
Cameron Company Limited Partnership
Prev Legal NC
Limited Liability Company Information
SOSID: 0000235
Status: Current -Active Name
Date Formed: 9/28/2000
Citizenship: Domestic
State of Inc.: NC
Duration: Perpetual
Registered Agent
Principal Office
Agent Name: CAMERON, WILLIAM H
Address:
Registered Office 1201 Glen Meade Road
Principal Mailing
Address: Wilmington NC 28401
Address:
Registered Mailing PO Box 3649
Address: Wilmington NC 28406
OF
No Address Listed
No Address Listed
I of 1 10/2/2001 10:50 AM

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ANOVE DESIGN;SERV CES,,P
`[phone]i
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WILMINGTON, NC 28401
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Please reply 1:1 No reply necessary

Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
August 8, 2001
Ms. Linda Lewis, Environmental Engineer
Department of Environment and Natural Resources
Division of Water quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: College Oleander Center, Modification to SW8 990341
Dear Linda:
AUG 10 2001
DWQ
PROJ # SGv a 99v S¢ I
Attached please find 4 copies of the Water Quality Plan, a revised Application and several copies of the
revised stormwater management calculations. A few clarifications:
❑ Cameron Company Limited Partnership is no longer an entity. My understanding is that it was
dissolved a couple months ago. Bill Cameron is one of three equal managing partners in the Cameron
Company LLC; there is no President or Vice-president, etc. The revised application and other
documents reflect this change.
❑ We are proposing to add 1.3 acres into the existing pond. The pond was already adequately sized for
this addition as regards the State's requirements, but we had to expand the surface and storage to meet
City stormwater management requirements.
❑ A reconfiguration of some Lots within the Center was accomplished for leasing purposes, and to meet
City requirements for frontage, etc. but don't let it concern you. The requested permit is for the entire
development. Landen's drains into Oleander Drive. The three existing College Road businesses drain
into that system.
If you have any questions or comments, please feel free to call me. Thanks for your consideration in this
matter; I look forward to your response.
Sincerely,
David S. Hollis, PE, PLS
Attachments
xa Mr. Bill Cameron, Cameron Company LLC
2466131.doc
319 Walnut Street Wilmington, NC 28401 [phone]

1
ADDITIONAL STORMWATER and DRAINAGE
CALCULATIONS
for
College Oleander Center
RECEIVED-_
PREPARED FOR AUG 10 2001
DW
PROD # Stoo4(%0.4t M(�'
Cameron Company Limited Partnership
1201 Glen Meade Road
Wilmington, NC 28401
910-762-2676
CAROLj%
David S. Hollis, PE,PLS _•`�OQ;.;�S....
Hanover Design Services, PA = ` SE AL
319 Walnut Street : 20007
Wilmington, NC 28401
��ql'� ......µOS; �.• _..
� rn

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MODIFICATION TO SW8 990341
HANOVER DESIGN SERVICES, pi
319 WALNUT STREET
WILMINGTON NC 2U01 ._
College Oleander Center - Wet detention / retention pond addition
Additional Calculation Summary for NCDENR / DWQ :
WATER QUALITY CONSIDERATIONS -
Impervious area calculations: See Project Data Sheet
TOTAL IMPERVIOUS = 5.8 acres
TOTAL AREA DRAINING TO POND = 7.0 acres
7.0 acres total - 5.8 acres impervious = 1.2 acre green area
SA REQUIRED: 5.8 X 0.95 + 1.2 x 0.20 / 7.0 = 0.82, or 85%
At 7.5' depth, 90% TSS removal, from chart - SA/DA factor = 3.1
7.0 x 0.01 x 3.1 = 9,450 sf SA REQUIRED
At Elev. = 37.5 = 13,450 sf SA PROVIDED
VOLUME REQUIRED: R=[(P)(Pj)(Rv)/121(A)
SEE PAGES A.1 and A.2, "Controlling Urban Runoff:
A Practical Manual for Planning and Designing Urban BMPs"
(P)= 1„ _.... .
(Pj) = 0.9
(Rv) = 0.05 + 0.9(5.8/7.0) = 0.796
(A) = 7.0
R= [0)(0.796)/12](7.0) = 0.464 acre-feet
= 20,220 cf REQUIRED STORAGE
At Elev. = 39.2 = 29,300 cf PROVIDED STORAGE
DRAWDOWN:
Average head from storage elevation to orifice -
39.2-37.5/2 =0.9'
2" PVC drain to draw -down pond:
Orifice equation: Q = CA(2gh)'1 /2
Q = 0.6(.022)(64.4 X 0.9)-1/2
= 0.094 cfs
T = 215,350 sec. = 2.5 days OKAY
FOREBAY REQUIREMENTS -
Approximate capacity = 13450 X 0.4 X 7= 37,500 X 20% = 7,500 cf
Provided capacity = 7,500 cf, see previous approval
2466DWQ2.doc
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CAMERON COMPANY
PO BOX 3649• IIIILAIINGTOn, NC 28406•[phone] FAX: (910)
JUN 13 2001
June 11, 2001
Ms. Linda Lewis
N.C. Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, N.C. 28405
Re: Storm Water Project No. SW8990341
Letter dated May 29. 2001
Dear Ms. Lewis,
I received the above referenced letter (copy attached) regarding an alleged notice of violation for
ow' College Oleander tract. Upon investigation by David Hollis of Hanover Design Services, he
was advised by Noelle Lutheran in your office that there was no violation and that this letter was
sent to us in error.
This is to request a letter from you confirming that there was no violation and that the letter dated
May 29, 2001 was sent in error. We would also request that a copy of the correction letter be
sent to all recipients of the May 29, 2001 letter.
Should you have any questions regarding this request please let me know. 1 look forward to
receiving this correction at your earliest convenience.
Very truly yours
William H. Cameron

Jun 06 01 02:44p
� "') ,
Hanover Design
910-343-9941
Hanover Design Services, P.A.
Land Surveyors, Engineers, Land wanners
FACSIMILE TRANSMITTAL
NUMBER OF PAGES (INCLUDING COVER):
FROM FAX# [phone]
TO FAX #:
ATTENTION:
COMPANY: -5•__
t'� wc-
FROM:
DATE: � \J - `�' l
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COMMENTS: V IO er
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IF YOU NEED ANY PAGES RESENT OR HAVE RECEIVED THIS FAX IN ERROR,
PLEASE CALL (91 O) 343-8002
319 Walnut Street Wilmington, NC 28401 [phone]

Jun 06 01 02:44p Hanover Design 910-343-9941 p-2
Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
MEMORANDUM
To: Ms. Beth Easley Wetherill, Soil Erosion Specialist, NHC
Ms. Linda Lewis, Environmental Engineer, NCDENR
Copy: Mr. Bill Cameron, Cameron ConlpanY
Mr. Jabe Hardee, Cameron Company
From: David Hollis, PE, PLS�
Re: College Oleander (SW8990341), letter from Linda Lewis dated May 29'"
Date: June 6, 2001
In response to Linda Lewis's letter regarding the above site, I would like to offer the following.
Mr. Cameron has received no "Notice of Violation" to date. I tried calling both of you and left a
detailed message requesting clarification of this demand for a Stornwater Permit revision, by
June 24'h, but since I've sometimes had problems in communications with your offices, I would
like to respond in writing.
I'm surmising that possibly David Brent has filed an Inspection Report, possibly on the comer
lots. These lots are NOT tied into the College Oleander Center, they are wider different
ownership, and do not drain to the Center's pond at this time, and are not a part of that permit,
referenced by Linda.
There is a proposal in front of the City to develop these lots, possibly in the near future. If
approved, the intention is to re -grade and otherwise direct stormwater to the pond, and to revise
the pond, the permit, and resubmit all documentation and calculations. Since the Preliminary
Plan has not been approved yet, it seems a bit premature to demand a revision to this permit by
week after next.
I reiterate that to my knowledge there has been no alteration of the terms of the original permit.
If I have misunderstood something (after all, I don't even have a copy of the referenced Notice of
Violation), please let me know so we may avoid the threatened "enforcement action". If I can be
of any further assistance, or if you have any questions, please call me. I am almost always
available on the phone. Thanks.
2466bth4.doc
319 Walnut Street Wilmington, NC 28401 [phone]

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Division of Water Quality
May 29, 2001
CERTIFIED MAIL 47000 1530 0001 0444 2012
RETURN RECEIPT REQUESTED
Mr. William Cameron
Cameroli Company, MacRae, et al
1201 Glen Meade Road
Wilmington,NC 28401
Subject:
rlrar Mr Camernn-
�A!2Am
C';ID EN
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
REQUEST FOR STORMWATER
MANAGEMENT PERMIT APPLICATION
Revision of the College Oleander Tract
Stormwater Project No. SW8990341
New Hanover County
On May 24, 2001, the Wilmington Regional Office received a copy of a Natyee ef}vciv}atirnrs of the
Sedimentation Pollution Control Plan for the Revision of the College Oleander Tract. The North Carolina
Administrative Code requires any project that must receive either Sedimentation and Erosion Control Plan
approval and/or a CAMA Major permit to apply for and receive a Stormwater Management Permit by the
Division of Water Quality. Any construction on the subject site, prior to receipt of the required permit, will
constitute a violation of 15A NCAC 21-1.1000 and may result in appropriate enforcement action by this
Office.
Either a Stormwater Permit Application Package including 2 sets ofplans, completed application
form, fee, and supporting documentation, or a written response regarding the status of this project and the
expected submittal date mustbe received in this Office no laterthan June 24, 2001. Failure to respond to this
request may result in the initiation of enforcement action, and construction may experience a subsequent
delay.
TheNPDES 01 0000Federal Storm water Permit that accompan iestbe Erosion Control Plan approval
letter must NOT be considered the Coastal Stormwater Management Permit, which will be signed by the
Water Quality Supervisor. Please reference the Project Number above on all correspondence. If you
have any questions, please call me at (910)-395-3900.
12c tV 4"
Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAI\STORMSUB\990341.MAY
cc: Tony Roberts, New Hanover County Inspections
Ed Brooks, DCM
--r
Liriita''t;ewls
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

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■ Print your name and address on the reverse
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■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1.Article Addressed to:
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❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number (Copy from service label)
7600 / 2j 000/ OYyy olo/i
PS Form 3811, July 1999 Domestic Return Receipt 102595.00-M-0952
I

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Division of Water Quality
May 29, 2001
CERTIFIED MAIL #7000 1530 0001 0444 2357
RETURN RECEIPT REQUESTED
Mr. William Cameron
Cameron Company, MacRae, et al
1201 Glen Meade Road
Wilmington,NC 28401
Dear Mr. Cameron:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: REQUEST FOR STORMWATER
MANAGEMENTPERMIT APPLICATION
Revision of the College Oleander Tract
Stormwater Project No. SW8990341
New Hanover County
On May 24, 2001, the Wilmington Regional Office received a copy of a Notice of Receipt of Erosion &
Sedimentation Control Plan for the Revision of the College Oleander Tract. The North Carolina Administrative Code
requires any project that must receive either Sedimentation and Erosion Control Plan approval and/or a CAMA Major
permit to apply for and receive a Stormwater Management Permit by the Division of Water Quality. Any construction
on the subject site, priorto receipt ofthe required permit, will constitute violation of 15A NCAC 21-1:1000 and may result
in appropriate enforcement action by this Office.
Either a Stormwater Permit Application Package including 2 sets of plans, completed application form, fee,
and supporting documentation, or a written response regarding the status of this project and the expected submittal date
must be received in this Office no later than June 24, 2001. Failure to respond to this request may result in the initiation
of enforcement action, and construction may experience a subsequent delay.
The NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control Plan approval letter must
NOT be considered the Coastal Stormwater Management Permit, which will be signed by the Water -Quality Supervisor.
Please reference the Project Number above on all correspondence. I fyou have any questions, please call me at (910)-
395-3900.
Sincerely,
Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWA'IASTORMSUB\990341.MAY
cc: Tony Roberts, New Hanover County Inspections
Ed Brooks, DCM
Linda Lewis
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

U.S. PostSl
CERTIFIED
Service
MAIL RECEIPT
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Coverage Provided)
(Domestic
Mall
Only; No Insurance
17,
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Postage $
S\
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Return Recelpt Fee
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RestriIXed l7elivery Fee
(Endorsement Requ red)
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Total Postage 8 Fees
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2. Article Number (Copy from service labeq 3
-7000 40`yaa/ OVYY 7
PS Form 3811 ,July 1999
Domestic Return Receipt 102595 00 M 0952

HANOVER COUNTY
Engineering Department /
414 Chestnut Street j
lmington, North Carolina 28401-4045
TELEPHONE [phone] `
Beth Easley, C.P.E.S.C.
Soil Erosion Specialist
MEMORANDUM
TO: Linda Lewis, Environmental Engineer
N.C. Dept. of Environment 6t Natural Resources
FROM: Beth Easley, Soil Erosion Specialist
New Hanover County
RE: Sedimentation and Erosion Control Plan
I
GP# G-P 24 -9 9 k-eyL,L - P 4-�, C t) C (��z bt.,Qa- -
Please review the attached plan. 7 -AkCT
If you have questions, please contact this office.
WE
Attachment

APPLICATION FOR PERMIT FOR A
r , r LAND DISTURBING ACTIVITY
Under the conditions set forth by
f��NORTNO - The New Hanover County
Soil Erosion and Sedimentation Control Ordinance
Engineering Department
File# `( ` 9
asp' Fee pd. ICC)�'
Date
Applicant or Applicant's Agent: CLLcnc�v t' ' aAC cP4,a CL(
Address: l201 C�(etvNLeada12cQd Telephone Number: 7G2-Z4076c
(.c�c(rn.w�.g-4rnt i�x 284n(
Total Acres of Land Disturbance: I.3 Purpose of Development: b(CLw �wcml�ita�
Location and Description of LandDlstur�auce ,-6, �e �((�cQ os„L_ O(le�rlar,
Land owner(s) of record:
STATEMENT OF FINANCIAL RESPONSIBILITY
Name:lhlMQjM (20., MC'e-Qcae eial
Address: 12C� I Glet,% (V1,g24_d¢ Eck
Wtlrvttn:E�ky-t 0(_- 28401
Telephone Number:
Person or firm(s) financially responsible for the land disturbing activity.
If not a North Carolina resident, you MUST have a N.C. agent. (List Below)
Name: (_o a 1 I t, ,. A. CL.L",a.crwt
Address: l20 ( GLe_-� riLesL2 en-ct
Telephone Number ` G 2 -2.C.-7 C,
Location of deed(s) or instrument(s): County: IJecu (-mac �t,�ev Book: 95Co Page: GZC)
The above information is true and correct to the best of my knowledge and belief and was provided by me while under oath.
(This form must be signed by the fmancially responsible person if an individual and by an officer, director, partner, attorney -
in -fact, or other person of authority to execute instruments for the financially responsible person if not an individual.) I
agree to provide corrected information should there be any change in the information provided herein.
/� C.A.;YHF2a.� GA•nPf'iv% -�
Date: / -��-1 �/J Nam t u((t6�tnti N,CC.tn�Title
///
Signature
K(LeQa - lvetAa Notary Public of the County of AkLU t ILt y1 Qj/ Pam{- State of North
arolina, hereby certify that I't Gt- COew- - appeared personally before me this day and being duly
swom acknowledged that the above form was executed by him.
Witness my hand and notarial seal, this day of At 1_�&)U.
Nota6`2 My commission expires -60
or Qv,�oTaq� �� _ RECEIVED
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VIGINH NG
Q�FR C.QJ_ _-' _ l EPART',9EtiT
I certify than am authori d to grant and do in fact grant permission to the Erosion Control Inspector and his agents to
enter onothlait in connection related to this permit application.
Application Signature and Date

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