SW8020535_Historical File_20021105

OF
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
November 5, 2002
Mr. Percy Woodard, CEO/General Manager
Atlantic Telephone Membership Corporation
PO Box 3198
Shallotte, NC 28459
Subject:
Dear Mr. Woodard:
Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
Permit No. SW8 020535
Atlantic Telephone Corporate Office
High Density Stormwater Project
Brunswick County.. ..
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Atlantic Telephone Corporate Office on October 22, 2002. 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 020535 dated November 5, 2002, for the construction of Atlantic Telephone Corporate
Office.
This permit shall be effective from the date of issuance until November 5, 2012, 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,
C'V-
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:1WQSISTORMWATVERMIT1020535.NOV
cc: Phil Norris, P.E.
Delaney Aycock, Brunswick County Building Inspections
Linda Lewis
Wilmington Regional Office
Central Files
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Custorner Service
800-623-7748

State Stormwater Management Systems
Permit No. SW8 020535
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
Atlantic Telephone Membership Corporation
Atlantic Telephone Corporate Office
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 November 5, 2012, 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 138,070 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. A portion of the new access road is not collected because
a larger amount of the existing road is being removed.
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. A permit modification must be
submitted and approved prior to the construction of additional built -upon area from
outside of the approved drainage area.
i7

State Stormwater Management Systems
Permit No. SW8 020535
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
Atlantic Telephone Membership Corporation
Atlantic Telephone Corporate Office
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 November 5, 2012, 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 138,070 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. A portion of the new access road is not collected because
a larger amount of the existing road is being removed.
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. A permit modification must be
submitted and approved prior to the construction of additional built -upon area from
outside of the approved drainage area.
N

Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
State Stormwater Management Systems
Permit No. SW8 020535
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Atlantic Telephone Corporate Office
SW8 020535
Brunswick County
Application Date:
Receiving Stream/River Basin/Index #:
Classification of Water Body:
Pond Depth, feet:
Drainage Area, acres:
Offsite Area entering Pond, ft2:
Total Impervious Surfaces, ft2:
Permanent Pool Elevation, FMSL:
Required Permanent Pool Surface Area, ft2:
Provided Permanent Pool Surface Area, ft2:
Required Storage Volume, ft3:
Provided Storage Volume, ft3:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
Mr. Percy Woodard, CEO/General Manager
Atlantic Telephone Membership Corp.
PO Box 3198
Shallotte, NC 28459
October 22, 2002
Lumber / UT Shallotte River / 15-25-2-(1)
"C Sw HQW"
7.5
EVIA
none, per engineer
13.8,070
30
4,480
6,990
12,680
20,885
32.5
1.5" y pipe
3

State Stormwater Management Systems
Permit No. SW8 020535
II. 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 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.
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 not be allowed in the stormwater treatment system.
6. The facilities shall be constructed as shown on the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has bccn
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.
8. If the stormwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
9. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to 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 or a CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
4

State Stormwater Management Systems
Permit No. SW8 020535
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 amount permitted under this permit, a modification to the permit must be submitted
and approved prior to construction.
1 L A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
12. Prior to the sale 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.
13. The permittee must maintain compliance with the proposed built -upon area and ensure
that the runoff from all the built -upon is directed into the permitted system.
14. The Director may notify the permittee when the permitted site does not meet one or more
of the minimum requirements of the permit. Within the time frame specified in the notice,
the permittee shall submit a written time schedule to the Director for modifying the site to
meet minimum requirements. The permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or thcre 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.
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 reissuance or termination does not
stay any permit condition.
7. 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.
5

State Stormwater Management Systems
Permit No. SW8 020535
8. 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 5th day of November, 2002.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
U;)-� C, l�
Alan W. Klimek, P.E., Dire�4
Division of Water Quality
By Authority of the Environmental Management Commission
6

A&K #01165
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):
Atlantic Telephone Membership Corp.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Percy Woodard, CEO / General Manager
3. Mailing Address for person listed in item 2 above:
P.O. Box 3198
City: Shallotte State: NC Zip: 28459
Telephone Number: [phone]
4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Atlantic Telephone Corporate Office
Location of Project (street address):
620 Whiteville Rd., NW
City: Shallotte County: Brunswick
6. Directions to project (from nearest major intersection):
Located approximately 1 mile northwest of intersection of US 17 and NC 130.
7. Latitude: 330 58' 55" Longitude: 780 24' 56"
of project
8. Contact person who can answer questions about the project:
Name: Phil Norris Telephone Number: [phone]
H. PERMIT INFORMATION
1. Specify whether project is (check one): X New Renewal Modification
Form SWU-101 Version 3.99 Page 1 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 N/A And its issue date (if known) N/A
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1 In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Retention Pond
2. Stormwater runoff from this project drains to the
3. Total Project Area:
4.79 AC
Lumber
5. How many drainage areas does the project have? 1
River Basin.
4. Project Built Upon Area: 66.21 %
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
Drigh a Area I
Drainage Area 2
Receiving Stream Name
UT Lookout Branch
Receiving Stream Class
C Swam
Drainage Area
208,534 SF / 4.79 AC
Existing Impervious * Area
N/A
Proposed Impervious* Area
138,070 SF / 3.17 AC
% Impervious* Area (total)
66.21
Impervious* Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings
21,877 SF / 0.50 AC
On -site Streets
N/A
On -site Parking
103 897 SF / 2.385 AC
On -site Sidewalks
5,188 SF / 0.12 AC
Other on -site Curb and Gutter
7,108 SF / 0.16 AC
Off -site
N/A
Total: 138,070 SF / 3.17 AC
Total:
Impervious area is aepned as the built upon area including, but not limited to, buildings, roads, parking areas
Sidewalks, gravel areas, etc,
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived? NIA
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 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 138,070 square feet ofarty 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. All permitted rungffrom 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 BUT 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 SW-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.
1. 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 supplement form(s) for each BAP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment / management
• Two copies of plans and specifications, including:
- Development / Project name
- Engineer and firm
Legend
North arrow
Scale
Revision number & date
Mean high water line
Dimensioned property / project boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Andrew & Kuske Consulting Engineers, Inc.
Mailing Address: 902 Market Street
City: Wilmington State: NC Zip
Phone: [phone]
VHL APPLICANT'S CERTIFICATION
Fax: [phone]
28401
I, (print or type name of person listed in General Information, item 2) Percy Woodard ,
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 wil ccorded, and that the proposcd project complies with the requirements of 15A NCAC
211.1000.
Signature:1� Date:
Form SWU-101 Version 3.99 Page 4 of 4

Andrew & Kuske
CONSULTING ENGINEERS, INC. John R. Andrew, P.E. J. Phillip Norris, P.E.
902 Market Street Wilmington, NC 28401-4733 John S. Tunstall, P.E. Neal W. Andrew, P.E.
910/343-9653 910/343-9604 Fax John A. Kuske, III, P.E. J.A. Kuske, P.E. of Counsel
www.andrewandkuske.com James T. Pyrtle, P.E. C. Lawrence Sneeden, Jr., P.E.
Memorandum
Date: October 21, 2002
To: Linda Lewis
NC DENR
From: Phil Norris, P.E
Re: DWQ Stormw t No. S
Atlantic Telep one C Office
Brunswick Cou ty
A&K #: 01165
Per your memo of October 18, 2002, please find attached the drainage area plan you
requested.
If there are any questions, please feel free to contact us.
JPN/asn
0116510-21-02-comment m

P. 1
_r COMMUNICATION RESULT REPORT ( OCT.18.2002 1:32PM )
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
-------------------------------------------------------------------------------------
169 MEMORY T?; 9-3439604
OK --- P. 1/1
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
Date: October
To: Phil Nor
Company: A
rAX #: 3,
i
DWQ Stormwater
Project Name:
MESSAGE:
Phil:
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Miohaiel F. Easley, Governor
William G, Ross, Jr.. Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek. P.E., Director
Division of Water Quality
Wilmington Regional office
FAX COVER SHEET
2 No. of Pages: 1
From: Linda Lert►is
and Kuske Water Quality Section - Stormwater
i FAX # [phone]
Phone # 91"95 3900
roject Number: SWS 020535
Atlantic Telephone Corporate Office
The package subznitt on August 21, 2002, indicated that there was separate drainage area plan that
showed the 4.79 apIre ainage area. That plan was not in the package. please send in one more. The
permit has been draft , and Z am waiting for this final information before sending it for signature.

pF.Ar�
> '
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
FAX COVER SHEET
Date: October 18, 2002 No. of Pages: 1
To: Phil Norris, P.E. From: Linda Lewis 4LI
Company: Andrew and Kuske Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 020535
Project Name: Atlantic Telephone Corporate Office
MESSAGE:
Phil:
The package submitted on August 21, 2002, indicated that there was separate drainage area plan that
showed the 4.79 acre drainage area. That plan was not in the package. Please send in one more. The
permit has been drafted, and I am waiting for this final information before sending it for signature.
Thanks.
S:\WQS\STORMWAT\ADDINFO\2002\020535-OCT
AM V.
�'C6 C97
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

,.,I QQ�� John R. Andrew, P.E. John S. Tunstall, P.E.
AndrewO� KuSke J.A. Kuske, P.E. Neal W. Andrew, PE,
CONSULTING ENGINEERS, INC. J. Phillip Norris, P.E. John A. Kuske, III, P.E.
902 Market SF. • Wilmington, North Carolina 28401-4733 • Telephone [phone] • Fax [phone] • www.andrewandkuske.com
August 21, 2002
Ms. Linda Lewis
NC DENR / Wilmington Regional Office
Div. of Water Quality/Water Quality Section R,�
127 Cardinal Drive Extension.,�
Wilmington, NC 28405-3845RECA�-Eiji
Re: SW8 020535 Ab 22 2M
Atlantic Telephone Corporate Office
Shallotte, NC nwQ
A & K Project No. 01165 PROJ # 5 'J'?0 zoS3S
Dear Ms. Lewis:
We are responding to your comments of August 1, 2002 as follows:
1. We have enclosed a drawing showing the delineation of the drainage area to the pond. The
runoff from the existing metal building runs off the back of the building towards our site. There
is a natural berm along the property line that is approximately 2 feet high. The berm and flume
at the new access road prevents runoff from entering the pond drainage area.
2. Areas to be demolished have now been shown. We have also added a short section of
connection drive from the new parking lot to the existing asphalt parking area and a segment
of access road off of NC 130. These new connection drives do not drain to the retention pond.
As their combined area represents about a third of the impervious area removed, we are
requesting that they be allowed to remain as is. The amount of impervious to be removed is
29,338 square feet and the amount to be added is 10,010 square feet.
3. We have enclosed a table as requested to calculate the permanent pool volume. The
numbers have been revised. We are also enclosing a revised supplement sheet.
4. Dimensions are to the face of curb. This is noted on plan sheet C2.
5. Building footprint plans have been enclosed with dimensions.
6. The outlet structure detail has been corrected to reflect a 1.5-inch orifice.
We are enclosing two (2) sets of revised plans and supporting documents for your continued review
and approval. Please let us know if you require any additional information.
Sincerely,
ANDREW KE
NSD' 1IN :^INE�R C.
aPN
lip rris, P.E.
rt 01165 08-21-02-comment Itr
cc: Dan Saltrick / Boney Architects

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� d[ lido 902 Market St. CONSULTING ENGINEERS, INC. Wilmington, N.C. 28401 Of
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* * * COMMUNICATION RESULT REPORT ( AUG. 1.2002 11:59AM )
P. 1
FILE MODE
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252 MEMORY T`„
OPTION
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
Date: August 1, 2002
To: Phil Norris, P.l,,
Company: Andrew and Kuske
FAX #: [phone]
TTI NCDENR WIRO
ADDRESS (GROUP) RESULT PAGE
--------------------------------------------------------
9-3439604 OK P. 1/1
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Michael F. Easley, Governor
North Carolina Department of Environmlent and Natur Jr.
Aesourrr es
Alen W. Klimek I'.E., Director
0Ivision R Water Quality
Wilmington Regional Office
FAX COVER SHEET
No. of Pages: 1
From: Linda Louis
Water Quality section. Storinwater
FAX # [phone]
PhOue # 910-3954900
DWQ Stormwater Project Nu nber: SW8 020535
Project Name: Atlantic Telephone Corporate office
MESSAGE:
Dear Phil:
I received the application for Atlantic Telephone Corporate Office on, May 28, 2002. The
following items are needed to continue the review►;
h • please delineate the 4.79 acre drainage area. How is raaf drainage from the existing
metal building currently being handled? Will any of this drainage eniex the newpond? Please investigate the drainage from the existing Parking and buildings

Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Date: August 1, 2002
To: Phil Norris, P.E.
Company: Andrew and Kuske
FAX #: [phone]
Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
FAX COVER SHEET
No. of Pages: 1
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 020535
Project Name: Atlantic Telephone Corporate Office
MESSAGE:
Dear Phil:
I received the application for Atlantic Telephone Corporate Office on May 28, 2002. The
following items are needed to continue the review:
Please delineate the 4.79 acre drainage area. How is roof drainage from the existing
metal building currently being handled? Will any of this drainage enter the new
pond? Please investigate the drainage from the existing parking and buildings
carefully. You must either show how this drainage will bypass the pond, or you must
account for it in the pond design.
2. Please show any areas of demolition. It appears that one of the parking lots may be
demolished, but no demolition areas have been shown on the plan.
3. Please provide a table of surface areas and volumes, beginning at the bottom of the
pond, to support your conclusion that the permanent pool volume is 24,380 fR
4. Are the parking dimensions shown from Back of Curb or Face of Curb? Please note
on the plans.
5. Please show building dimensions.
6. The outlet structure detail indicates that the orifice is 1/2". Please revise to 1", as
reported in the calculations and supplement.
S:\WQS\STORMWAT\ADDINFO\2002\020535.AUG
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

1-01
John R. Andrew, P.E. John S. Tunstall; P.E.
Andrew & Kuske J.A. Kuske, P.E. Neal W. Andrew, P.E.
CONSULTING ENGINEERS, INC. J. Phillip Norris, P.E. John A. Kuske, III, P.E.
902 Market St. • Wilmington, North Carolina 28401-4733 • Telephone [phone] • Fax [phone] • www.andrewandkuske.com
May 23, 2002
Ms. Linda Lewis, Environmental Engineer
NC DENR Division of Water Quality RAC JA rr
127 Cardinal Drive Extension MAY
Wilmington, NC 28405-3845
IBy;
Re: State Stormwater Permit Submittal
Atlantic Telephone Membership Corporate Office
Shallotte, NC
A & K Project No. 01165
Dear Ms. Lewis:
Enclosed are two (2) sets of plans for the subject project, one (1) set of
calculations, the original Division of Water Quality Stormwater Management
Permit application, the original SWU-102 supplement form, one (1) copy of the
stormwater narrative and a $420.00 check for the processing 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,
ANDREW & KUSKE
CONSULTING ENGINEERS, C.
dl
illip Norris, P.E.
asn
01165 05-23-02-s-sw @r
Enclosures
cc: Percy Woodard / Atlantic Telephone

STORMWATER SYSTEM NARRATIVE
ATLANTIC TELEPHONE MEMBERSHIP CORPORATE OFFICE
SHALLOTTE, NORTH CAROLINA
For
Atlantic Telephone Membership Corp.
P.O. Box 3198
Shallotte, NC 28459
[phone]
11966
O 4
p
yv 0 1 00
L L I Q
4b409-220ca"I"e6
May 2002
Prepared By:
ANDREW & KUSKE CONSULTING ENGINEERS, INC.
902 Market Street
Wilmington, North Carolina 28401
[phone]
[phone] — Fax
E-mail: [e-mail]
A & K No. 01165

STORMWATER MANAGEMENT NARRATIVE AND 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 a stormwater detention
pond. The stormwater detention pond was designed to accommodate this site at 66.2%
impervious area lot coverage.

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