20060637 Ver 1_COMPLETE FILE_20060412

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PROGRAM
INVOICE
Atlantic Seawinds Communications
620 Whiteville Rd NW
Shallotte, NC 28459
o lp - o to 3r)
June 12, 2006
DWQ#: N/A
COE#: 200600849
Project: Wet Ash Swamp Cell Tower County: Brunswick
?' I
You have elected to satisfy the compensatory mitigation requirements of the Section 401/404 permit issued for the above
reference project through payment of a fee to the North Carolina Ecosystem Enhancement Program. In accordance with 15A
NCAC 2H.0500, your fee has been calculated as follows (Please note: payment of wetlands is calculated in increments of
0.25 acres). If you have any questions concerning this payment, please call Chris Mankoff at 919-716-1921.
Riparian Wetlands 0 acres x $ 26,246.00 = $
Non-Riparian Wetlands 0.25 acres x $ 13,123.00 = $ $3
280
75
Saltwater Wetland 0 acres x $131,230.00 = ,
.
$
Stream 0 linear feet x $ 219.00 = $
Buffer -Zone 1 0 square feet x $ .96 = $
Buffer - Zone 2 0 square feet x $ .96 = $
Total amount of payment $ 3,280.75
Please mail a copy of this invoice with a check made payable to: NC DENR Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Please call 919-716-1921 for an overnight mailing address or for an appointment to hand deliver the payment.
Please note that a payment made to the NC Ecosystem Enhancement Program is not reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. Any such request must be accompanied by letters
from the permitting agencies stating that the permit and/or authorization have been rescinded.
YOU MUST BE IN POSSESSION OF THE PAYMENT RECEIPT FROM THE NC ECOSYSTEM
ENHANCEMENT PROGRAM PROIR TO COMMENCING THE ACTIVITIES AUTHORIZED BY THE
DEPARTMENT OF ARMY PERMIT AND/OR THE 401 WATER QUALITY CERTIFICATION.
cc: Cyndi Karoly, Wetlands/401 Unit
Scott Jones, USACE - Washington
Kyle Barnes, DWQ Regional Office - Washington
Doug Huggett, Division of Coastal Management - Morehead City
File

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North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net

Eco stem
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PROGRAM
April 18, 2006
Tyler McEwen
Kimley-Horn & Associates
3001 Weston Parkway
Cary, NC 27513
Project: Wet Ashe Swamp County: Brunswick
APR 2 ZUiiS
tYETL/0„rENRbVV 7C??',=y?yT??iRt';t?CN
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian on-Riparian Coastal Marsh Cold Cool Warm
Cape Fear 0.04 0.04 0 0 0 0 0 0
03030002
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Chris Mankoff at [phone]
Sin ly, ? • if
?ojL
William D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Tom Farrell USACE-Wilmington
Noelle Lutheran, DWQ-Wilmington
Doug Huggett, DCM-Morehead City
File
R?stoY' ... E ... Protect' our sta,& dCDE © ENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
r ?
v4viii
PROGRAM
RECEIPT
Atlantic Telephone Membership Corporation
P O Box 3198
Shallotte, NC 28459
JUL ? 8 2006
W
4
July 12, 2006 r ??
DWQ #: n/a pt 1J`? -CP
COE #: 200600849
"Ov-51
Project: Wet Ash Swamp Cell Tower County: Brunswick
The North Carolina Ecosystem Enhancement Program (NC EEP) has received a check in the amount of $3,280.75, included
in check number 152718, as payment for the compensatory mitigation requirements of the 401 Water Quality Certification
and/or US Army Corps of Engineers 404 and/or Division of Coastal Management CAMA permit(s) issued for the above
referenced project. This receipt serves as notification that the compensatory mitigation requirements accepted by NC EEP
for this project have been satisfied. Please note that you must also comply with all other conditions of the
certification/permit(s) including any additional mitigation conditions not accepted by NC EEP and any other state, federal or
local government permits or authorization associated with this activity.
The NC EEP, by acceptance of this payment, acknowledges that the NC EEP is responsible and agrees to provide the
compensatory mitigation requirements as indicated in the table below. The mitigation will be performed in accordance with
the Memorandum of Understanding between the NC Department of Environment and Natural Resources and the US Army
Corps of Engineers dated November 4, 1998.
Catalo
in Wetlands (credits) Stream (credits)
River Basin g
g
Unit
Riparian Non-
Riparian Coastal
Marsh
Cold
Cool
Warm Buffer
(sq. ft.)
Lumber 03040206 0 0.04 0 0 0 0 0
Please note that a payment made to the Ecosystem Enhancement Program is not reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. Any such request must also be accompanied by letters
from the permitting agencies stating that the permit and/or authorization have been rescinded.
If you have any questions or need additional information, please contact David Robinson at [phone].
Sincerely,
William D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Tom Farrell, USACE - Wilmington
Noelle Lutheran, DWQ Regional Office - Wilmington
Doug Huggett, DCM_Morehead City
File
k torus... ... Prot" our -t&&
WDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
OF WATER Michael F. Easley, Governor
p William G. Ross Jr., Secretary
p North Carolina Department of Environment and Natural Resources
> Alan W. Klimek P.E., Director
p -? Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
May 19, 2006
Mr. William Woodward, General Manger/CEO
Atlantic Seawinds Communications, LLC
620 Whiteville Road NW
Shallotte, NC 28459
Subject: General 401 Water Quality Certification #3374
Wet Ashe Swamp
DWQ Project #060637
Brunswick County
Dear Mr. Woodward:
MAY 2 4 2006
DENR - WATER QUALITY
WMMDS AND STOR0XTER BWCH
Please replace this letter with the letter dated May 15, 2006. The Wilmington Regional Office received
your application for a Nationwide 12 Permit from the US Army Corps of Engineers (USACE) and a
General 401 Water Quality Certification on April 12, 2006. The wetland impacts proposed are for the
purpose of constructing a guyed cell tower. You are authorized to impact 0.019 acres of Section 404
Wetlands under General Water Quality Certification (WQC) #3374 (enclosed). This Certification can be
found on line at: http://h2o.enr.state.nc.us/ncwetlands/certs.html. This Certification allows you to use the
Nationwide 12 Permit when the USACE issues it. Written concurrence from the Division of Water
Quality (DWQ) is not required provided that you can meet all of the conditions of the General 401 Water
Quality Certification.
If at anytime during construction of your project you determine that you cannot meet these conditions or
if there are any additional impacts to wetlands or water quality not described in your application, you
must contact this office immediately.
If you have any questions concerning this matter, please do not hesitate to call me at (910)-796-7215.
Sincerely,
Noelle Lutheran
Environmental Specialist III
Enclosure: WQC #3374
cc: Tyler McEwen, Kimley-Horn and Associates, Inc.
Ian McMillan, 401 Oversight Unit
Thomas Farrell, USACE Wilmington
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone]
ne
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper o Carolina
atimallry
WQC #3374
UTILITY LINE BACKFILL AND BEDDING CERTIFICATION
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE
FOR CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER 12 OR
REGIONAL PERMIT 198100049 (UTILITY LINE BACKFILL AND BEDDING)
AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
This General Certification is issued in conformity with the requirements of Section 401,
Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of
Water Quality (DWQ) Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 2B .0200 for
the discharge of fill material to waters and wetland areas as described in 33 CFR 330 Appendix A
(B) (12) and General Permit No. 198100049 of the Corps of Engineers regulations (i.e., including
any fill activity for utility line backfill and bedding) and for the Riparian Area Protection Rules
(Buffer Rules) in 15A NCAC 2B .0200. This certification replaces Water Quality Certification
(WQC) Number 2664 issued on January 21, 1992, Water Quality Certification Number 3022
issued on September 6, 1995, Water Quality Certification (WQC) Number 3101 issued on
February 11, 1997 and Water Quality Certification Number 3288 issued on June 1, 2000. This
WQC is rescinded when the Corps of Engineers reauthorize Nationwide 12 or Regional Permit
198100049 or when deemed appropriate by the Director of the Division of Water Quality.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Activities covered by this General Certification do not require written concurrence from the
Division of Water Quality as long as they comply with all conditions of this General
Certification and the conditions of Nationwide 12 or Regional Permit 198100049 as
appropriate. If any condition in this Certification cannot be met, application to and written
concurrence from DWQ are required. Also, Condition No. 6 is applicable to all streams in
basins with riparian area protection rules;
2. In accordance with North Carolina General Statute Section 143-215.3D(e), any request
for written concurrence for a 401 Water Quality Certification must include the appropriate
fee. If a project also requires a CAMA Permit, one payment to both agencies shall be
submitted and will be the higher of the two fees;
3. In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be required for
stream and/or wetland impacts. Streamside buffer mitigation may be required for any
project with Buffer Rules in effect at the time of application for buffer impacts resulting
from activities classified as "allowable with mitigation" within the "Table of Uses" section of
the Buffer Rules or require a variance under the Buffer Rules. A determination of buffer,
wetland and stream mitigation requirements shall be made by DWQ for any Certification
involving written concurrences including those for relevant Buffer Rules;
4. The edge of the construction corridor shall not be installed parallel to and closer than 10
feet (3 meters) to a stream and 25 feet in waters classified as HQW. Utility lines shall not
cross a stream channel at other than a near-perpendicular direction (i.e., stream channel
crossings shall not be at an angle of less than 75 degrees or more than 105 degrees to
the stream bank);
WQC #3374
5. Any wastewater line that crosses any stream shown on the most recent version of the
1:24,000 USGS topographic map or NRCS (SCS) County Soil Survey as permanent or
intermittent shall be installed with no joints connected within the footprint of a stream
channel or within 2 feet of the stream banks. Otherwise, written concurrence from DWQ
is required;
6. Impacts to any stream length in the Neuse, Tar-Pamlico, Randleman and Catawba River
Basins (or any other river basins with Buffer Rules in effect at the time of application)
requires written concurrence from DWQ in accordance with 15A NCAC 2B.0233,.0259,
.0250 and .0243. Activities listed as "exempt" from these rules do not need to apply for
written concurrence under this Certification. New development activities located in the
protected 50-foot wide riparian areas (whether jurisdictional wetlands or not) within the
Neuse, Tar-Pamlico and Randleman River Basins shall be limited to "uses" identified
within and constructed in accordance with 15A NCAC 2B .0233-0259-0250 and .0243.
All new development shall be located, designed, constructed, and maintained to have
minimal disturbance to protect water quality to the maximum extent practicable through
the use of best management practices;
7. Measures shall be taken to prevent live or fresh concrete from coming into contact with
waters of the state until the concrete has hardened;
8. Herbicides can be applied in wetlands or other waters only when applied by a certified
applicator, and in strict accordance with product labeling;
9. Placement of rip rap is restricted to the stream bottom and banks directly impacted by the
placement of the utility line. Rip. rap may only be used below the normal high water level.
The stream cross section must be restored to its original grade and elevation. Placement
of rip rap or other materials shall not result in de-stabilization of the stream bed or banks
upstream of downstream of the crossing;
10. That appropriate sediment and erosion control practices which equal or exceed those
outlined in the most recent version of the "North Carolina Sediment and Erosion Control
Planning and Design Manual' or the "North Carolina Surface Mining Manual" whichever is
more appropriate (available from the Division of Land Resources (DLR) in the DENR
Regional or Central Offices) shall be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management
Practices in order to assure compliance with the appropriate turbidity water quality
standard;
11. All sediment and erosion control measures placed in wetlands or waters shall be
removed and the original grade restored within two months after the Division of Land
Resources has released the project;
12. Annual native species suitable for wet locations shall be planted and established within
jurisdictional wetlands for soil and erosion control. Perennials such as fescue are
prohibited;
13. No fertilizer shall be applied within 10 feet (3 meters) of streams. Any fertilizer application
must comply with all other Federal, State and Local regulations;
14. The construction corridor (including access roads and stockpiling of materials) is limited to
40 feet (12.2 meters) in width in wetlands and across stream channels and must be
minimized to the maximum extent practicable;
WQC #3374
15. Permanent, maintained access corridors shall be restricted to the minimum width
practicable and shall not exceed 10 feet (3 meters) in width except at manhole locations.
A 10 feet (3 meters) by 10 feet (3 meters) perpendicular vehicle turnaround must be
spaced at least 500 feet (152.4 meters) apart. Written concurrence is required if the
maintenance corridor is greater than 10 feet (3 meters) wide except that a maintenance
corridor larger than ten feet is acceptable for gas pipelines as long as mitigation is
provided for additional wetland fills to the maintenance corridor beyond those widths
specified in this General Certification;
16. An anti-seep collar shall be placed at the downstream (utility line gradient) wetland
boundary and every 150 feet (45.7 meters) up the gradient until the utility exits the
wetland for buried utility lines. Anti-seep collars may be constructed with class B
concrete, compacted clay, PVC pipe, or metal collars. Wetland crossings that are
directionally drilled, and perpendicular wetland crossings that are open cut and less than
150 feet (45.7 meters) long do not require anti-seep collars. The compacted clay shall
have a specific discharge of 1 X 10- 5 cm/sec or less. A section and plan view diagram is
attached for the anti-seep collars;
The following specifications shall apply to class B concrete:
a) Minimum cement content, sacks per cubic yard with rounded course aggregate 5.0
b) Minimum cement content, sacks per cubic yard with angular course aggregate 5.5
c) Maximum water-cement ratio gallons per sack 6.8
d) Slump range 2" to 4"
e) Minimum strength - 28 day psi 2,500
17. This General Certification does not authorize any permanent changes in pre-construction
elevation contours in waters or wetlands or stream dimension, pattern or profile. The
permittee will have a specific plan for restoring wetland contours. Any excess material
will be removed to a high ground disposal area;
18. If an environmental document is required, this Certification is not valid until a Finding of
No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse;
19. Stormwater management will not be required for this Certification as long as all other
Conditions are met. However, in the twenty coastal counties, the appropriate DWQ
Regional Office must be contacted to determine if Coastal Stormwater Regulations still
apply;
20. Compensatory mitigation (i.e., restoration, creation or preservation) for wetland losses will
not be required for this Certification if written concurrence is not needed;
21. Payment of a dollar per acre figure into the Wetland Restoration Program for these
impacts is acceptable when compensatory mitigation is required as long as the Wetlands
Restoration Program agrees in writing to accept this payment. Other mitigation plans
must receive written DWQ concurrence;
22. This Certification does not relieve the applicant of the responsibility to obtain all other
required Federal, State or local approvals;
23. Additional site-specific conditions may be added to projects for which written concurrence
is required or requested under this Certification in order to ensure compliance with all
applicable water quality and effluent standards;
WQC #3374
24. Concurrence from DWQ that this Certification applies to an individual project shall expire
three years from the date of the cover letter from DWQ or on the same day as the
expiration date of the corresponding Nationwide Permit 12 or Regional Permit 198100049
whichever is sooner;
25. When written concurrence is required, the applicant is required to use the most recent
version of the Certification of Completion form to notify DWQ when all work included in the
401 Certification has been completed.
Non-compliance with or violation of the conditions herein set forth by a specific fill project
may result in revocation of this Certification for the project and may also result in criminal and/or
civil penalties.
The Director of the North Carolina Division of Water Quality may require submission of a
formal application for individual certification for any project in this category of activity that requires
written concurrence under this certification, if it is determined that the project is likely to have a
significant adverse effect upon water quality or degrade the waters so that existing uses of the
wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: 18 March 2002
DIVISION OF WATER QUALITY
By
Gregory J. Thorpe, Ph.D.
Acting Director
WQC # 3374
4
i
WQC #3374

Winches .- Utii[tj7Lirrr?
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Class 8 Concrete
or Compacted Clay
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6 inches reach Width G Inphes
Not to exceed 40 feet
sgcmoN
'Gass B Concrete
or Camp red. Clay
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aches

PLAN-
5
Subject: Wet Ashe Swamp
From: Bev Strickland <[e-mail]>
Date: Fri, 19 May 2006 11:25:52 -0400
To: Noelle Lutheran <[e-mail]>
The letter you issued for Wet Ashe Swamp, DWQ # 060637 has the wrong county listed. Could
you please reissue the letter with the corrected county listed.
Thanks
Bev
C
r

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
Coleen H. Sullins, Deputy Director
Division of Water Quality
May 15, 2006
Mr. William Woodward, General Manger/CEO
Atlantic Seawinds Communications, LLC
620 Whiteville Road NW
Shallotte, NC 28459
Subject: General 401 Water Quality Certification #3374
Wet Ashe Swamp
DWQ Project #060637
New Hanover County
Dear Mr. Woodward:
The Wilmington Regional Office received your application for a Nationwide 12 Permit from the US
Army Corps of Engineers (USACE) and a General 401 Water Quality Certification on April 12, 2006.
The wetland impacts proposed are for the purpose of constructing a guyed cell tower. You are authorized
to impact 0.019 acres of Section 404 Wetlands under General Water Quality Certification (WQC) #3374
(enclosed). This Certification can be found on line at: htip://h2o.enr.state.nc.us/ncwetlands/certs.html.
This Certification allows you to use the Nationwide 12 Permit when the USACE issues it. Written
concurrence from the Division of Water Quality (DWQ) is not required provided that you can meet all of
the conditions of the General 401 Water Quality Certification.
If at anytime during construction of your project you determine that you cannot meet these conditions or
if there are any additional impacts to wetlands or water quality not described in your application, you
must contact this office immediately.
If you have any questions concerning this matter, please do not hesitate to call me at (910)-796-7215.
Sincerely,

Noelle Lutheran
Environmental Specialist III
Enclosure: WQC #3374
cc: Tyler McEwen, Kimley-Horn and Associates, Inc.
Ian McMillan, 401 Oversight Unit
Thomas Farrell, USACE Wilmington
MAy 1 9 2006
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
W--?FR
North Carolina
Naturally

WQC #3374
UTILITY LINE BACKFILL AND BEDDING CERTIFICATION
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE
FOR CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER 12 OR
REGIONAL PERMIT 198100049 (UTILITY LINE BACKFILL AND BEDDING)
AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
This General Certification is issued in conformity with the requirements of Section 401,
Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of
Water Quality (DWQ) Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 2B .0200 for
the discharge of fill material to waters and wetland areas as described in 33 CFR 330 Appendix A
(B) (12) and General Permit No. 198100049 of the Corps of Engineers regulations (i.e., including
any fill activity for utility line backfill and bedding) and for the Riparian Area Protection Rules
(Buffer Rules) in 15A NCAC 2B .0200. This certification replaces Water Quality Certification
(WQC) Number 2664 issued on January 21, 1992, Water Quality Certification Number 3022
issued on September 6, 1995, Water Quality Certification (WQC) Number 3101 issued on
February 11, 1997 and Water Quality Certification Number 3288 issued on June 1, 2000. This
WQC is rescinded when the Corps of Engineers reauthorize Nationwide 12 or Regional Permit
198100049 or when deemed appropriate by the Director of the Division of Water Quality.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Activities covered by this General Certification do not require written concurrence from the
Division of Water Quality as long as they comply with all conditions of this General
Certification and the conditions of Nationwide 12 or Regional Permit 198100049 as
appropriate. If any condition in this Certification cannot be met, application to and written
concurrence from DWQ are required. Also, Condition No. 6 is applicable to all streams in
basins with riparian area protection rules;.
2. In accordance with North Carolina General Statute Section 143-215.3D(e), any request
for written concurrence for a 401 Water Quality Certification must include the appropriate
fee. If a project also requires a CAMA.Permit, one payment to both agencies shall be
submitted and will be the higher of the two fees;
3. In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be required for
stream and/or wetland impacts. Streamside buffer mitigation may be required for any
project with Buffer Rules in effect at the time of application for buffer impacts resulting
from activities classified as "allowable with mitigation" within the "Table of Uses" section of
the Buffer Rules or require a variance under the Buffer Rules. A determination of buffer,
wettand and stream mitigation requirements. shall be made by DWQ for any Certification
involving written concurrences including those for relevant Buffer Rules;
4. The edge of the construction corridor shall not be installed parallel to and closer than 10
feet (3 meters) to a stream and 25 feet in waters classified as HQW. Utility lines shall not
-cross a stream channel at other than a near-perpendicular direction (i.e., stream channel
crossings shall not be at an angle of less than 75 degrees or more than 105 degrees to
the stream bank);
WQC #3374
5. Any wastewater line that crosses any stream shown on the most recent version of the
1:24,000 USGS topographic map or NRCS (SCS) County Soil Survey as permanent or
intermittent shall be installed with no joints connected within the footprint of a stream
channel or within 2 feet of the stream banks. Otherwise, written concurrence from DWQ
is required;
6. Impacts to any stream length in the Neuse, Tar-Pamlico, Randleman and Catawba River
Basins (or any other river basins with Buffer Rules in effect at the time of application)
requires written concurrence from DWQ in accordance with 15A NCAC 2B.0233,.0259,
.0250 and .0243. Activities listed as "exempt"from these rules do not need to apply for
written concurrence under this Certification. New development activities located in the
protected 50-foot wide riparian areas (whether jurisdictional wetlands or not) within the
Neuse, Tar-Pamlico and Randleman River Basins shall be limited to "uses" identified
within and constructed in accordance with 15A NCAC 2B .0233-0259-0250 and .0243.
All new development shall be located, designed, constructed, and maintained to have
minimal disturbance to protect water quality to the maximum extent practicable through
the use of best management practices;
7. Measures shall betaken to prevent live or fresh concrete from coming into contact with
waters of the state until the concrete has hardened;
8. Herbicides can be applied in wetlands or other waters only when applied by a certified
applicator, and in strict accordance with product labeling;
9. Placement of rip rap is restricted to the stream bottom and banks directly impacted by the
placement of the utility line. Rip rap may only be used below the normal high water level.
The stream cross section must be restored to its original grade and elevation. Placement
of rip rap or other materials shall not result in de-stabilization of the stream bed or banks
upstream of downstream of the crossing;
10. That appropriate sediment and erosion control practices which equal or exceed those
outlined in the most recent version of the "North Carolina Sediment and Erosion Control
Planning and Design Manual" or the "North Carolina Surface Mining Manual" whichever is
more appropriate (available. from the Division of Land Resources (DLR) in the DENR
Regional or Central Offices) shall be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management
Practices in order to assure compliance with the appropriate turbidity water quality
standard;
11. All sediment and erosion control measures placed in wetlands or waters shall be
removed and the original grade restored within two months after the Division of Land
Resources has released the project;
12. Annual native species suitable for wet locations shall be planted and established within
jurisdictional wetlands for soil and erosion control. Perennials such as fescue are
prohibited;
13. No fertilizer shall be applied within 10 feet (3 meters) of streams. Any fertilizer application
must comply with all other Federal, State and Local regulations;
14. The construction corridor (including access roads and stockpiling of materials) is limited to
--4O-fL-et(TZ.2-mG-t-ers)-in widthir wetlands and-across stream channe sand-mustbe
minimized to the maximum extent practicable;
WQC #3374
15. Permanent, maintained access corridors shall be restricted to the minimum width
practicable and shall not exceed 10 feet (3 meters) in width except at manhole locations.
A 10 feet (3 meters) by 10 feet (3 meters) perpendicular vehicle turnaround must be
spaced at least 500 feet (152.4 meters) apart. Written concurrence is required if the
maintenance corridor is greater than 10 feet (3 meters) wide except that a maintenance
corridor larger than ten feet is acceptable for gas pipelines as long as mitigation is
provided for additional wetland fills to the maintenance corridor beyond those widths
specified in this General Certification;
16. An anti-seep collar shall be placed at the downstream (utility line gradient) wetland
boundary and every 150 feet (45.7 meters) up the gradient until the utility exits the
wetland for buried utility lines. Anti-seep collars may be constructed with class B
concrete, compacted clay, PVC pipe, or metal collars. Wetland crossings that are
directionally drilled, and perpendicular wetland crossings that are open cut and less than
150 feet (45.7 meters) long do not require anti-seep collars. The compacted clay shall
have a specific discharge of 1 X 10- 5 cm/sec or less. A section and plan view diagram is
attached for the anti-seep collars;
The following specifications shall apply to class B concrete:
a) Minimum cement content, sacks per cubic yard with rounded course aggregate 5.0
b) Minimum cement content, sacks per cubic yard with angular course aggregate 5.5
c) . Maximum water-cement ratio gallons per sack 6.8
d) Slump range 2" to 4"
e) Minimum strength - 28 day psi 2,500
17. This General Certification does not authorize any permanent changes in pre-construction
elevation contours in waters or wetlands or stream dimension, pattern or profile. The
permittee will have a specific plan for restoring wetland contours. Any excess material
will be removed to a high ground disposal .area;
18. If an environmental document is required, this Certification is not valid until a Finding of
No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse;
19. Stormwater management will not be required for this Certification as long as all other
Conditions are met. However, in the twenty coastal counties, the appropriate DWQ
Regional Office must be contacted to determine if Coastal Stormwater Regulations still
apply;
20. Compensatory mitigation (i.e., restoration, creation or preservation) for wetland losses will
not be required for this Certification if written concurrence is not needed;
21. Payment of a dollar per acre figure into the Wetland Restoration Program for these
impacts is acceptable when compensatory mitigation is required as long as the Wetlands
Restoration Program agrees in writing to accept this payment. Other mitigation plans
must receive written DWQ concurrence;
22. This Certification does not relieve the applicant of the responsibility to obtain all other
required Federal, State or local approvals;
--23:-Addditional sire=specific conditions maybe adMd-fo projects Jor which written concurrence
is required or requested under this Certification in order to ensure compliance with all
applicable water quality and effluent standards;
WQC #3374
24. Concurrence from DWQ that this Certification applies to an individual project shall expire
three years from the date of the cover letter from DWQ or on the same day as the
expiration date of the corresponding Nationwide Permit 12 or Regional Permit 198100049
whichever is sooner;
25. When written concurrence is required, the applicant is required to use the most recent
version of the Certification of Completion form to notify DWQ when all work included in the
401 Certification has been completed.
Non-compliance with or violation of the conditions herein set forth by a specific fill project
may result in revocation of this Certification for the project and may also result in criminal and/or
civil penalties.
The Director of the North Carolina Division of Water Quality may require submission of a
formal application for individual certification for any project in this category of activity that requires
written concurrence under this certification, if it is determined that the project is likely to have a
significant adverse effect upon water quality or degrade the waters so that existing uses of the
wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: 18 March 2002
DIVISION OF WATER QUALITY
By
Gregory J. Thorpe, Ph.D.
Acting Director
WQC # 3374
It
WQC #3374

-?l 8 i
i
i nchas Utiht, *Lirtp,
(Djameter'Varies)

I foot 1
I
Class B Concrete
or Compacted Clay

q
t0 inches dth_
rench I 6 Indies
Not to exceed 40 feet
SECTION
Cass Soncrt
or Compacted CIay

2
k Inches
6 Inches

PLAN
5
Triage Check List
Date: 4/19/06 Project Name: West Ashe Swamp-Atlantic Seawinds Com.
DWQ#: 06-0637
County: Brunswick
j ,
To: Noelle Lutheran, Wilmington Regional Office
60-Day processing time: 4/12/06 to 6/10/06
From: Cyndi Karoly Telephone: [phone]
The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,.
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 2 0 0 8( 3 7
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), the o 1}ae: V
II. Applicant Information ?55 U
APR 1 2 2006
1. Owner/Applicant Information
Name: Atlantic Seawinds Communications, LLC DENR - WATER QUALITY
WEEP Awe wn eT RMWATee BFW
Mailing Address: 620 Whiteville Rd. NW
Shallotte NC 28459
Telephone Number: 888-367-2862 Fax Number:
E-mail Address: (Website) atmc.net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Tyler McEwen
Company Affiliation: Kimley-Horn and Associates, Inc.
Mailing Address: 3001 Weston Parkway
Cary, NC 27513
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Updated 11/1/2005
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be .included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Wet Ashe Swamp
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 014700067
4. Location
County: Brunswick Nearest Town: Honey Pond
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): From Wilmington take
US Highway 17 South. Turn northwest onto NC Highway 130 West, west of Shallotte.
Approximately 0.5 mile north of Honey Pond, immediately after you cross Wet Ashe Swamp
turn east (right) onto the cell tower gravel entrance road.
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 34.039050 ON 78.502914 °W
6. Property size (acres): 43.00
7. Name of nearest receiving body of water: Wet Ashe Swamp
8. River Basin: Lumber River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and generalland use in the vicinity of the project
at the time of this application: The cell tower site has been constructed. The entrance from
NC Highway 130 was constructed at a different location than the construction design
drawings provided by Kimley-Horn and Associates,' Inc. (KHA). The cell tower was
Updated 11/1/2005
Page 6 of 13
designed to avoid any wetland impacts by locating the cell tower and the entrance road
within an existing agricultural field. The entrance of the access road was constructed and
impacted a linear wetland adjacent to NC Highway 130.'
10. Describe the overall project in detail, including the type of equipment to be used:
The construction was completed using heavy machinerv such as bulldozers, excavators, and
cranes Primary construction began with the construction of the construction
access/maintenance road. This involved grading and filling. According to the KHA designs,
the construction access road was to be located completely within uplands, however the
construction road was built and crossed a linear wetland feature. This feature was filled and
graded for the entrance area of the construction access road. An 18-inch culvert was inserted
to maintain the hydrologic connection. The next phase of the project is to pour the
foundation for the M anchor locations the cell tower, the equipment shelter pad, and the
generator pad This phase also requires grading of the 60' X 60' fenced compound area and
the Uy anchor-locations. The concrete pads are poured from a cement truck. The final
phase of erection is the tower. This phase is completed with the use of a crane.
11. Explain the purpose of the proposed work: This guyed cell tower will provide cellular
coverage the local public
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. No previous permits or jurisdictional determinations have been obtained
in the past for this project
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future construction anticipated
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
Updated 11/1/2005
Page 7 of 13
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The construction of the construction
access road was not completed as the KHA construction design drawings called for. The access
road crosses and impacts approximately 810 square feet (0.019-acre) of a linear wetland feature
located adjacent to NC Highway 130. This crossing includes an 18-inch culvert to maintain a
hydrologic connection.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
linear feet) Area of
Impact
(acres)
1 Grading/Filling Forested Yes 250 0.019

Total Wetland Impact (acres) 0.019
3. List the total acreage (estimated) of all existing wetlands on the property: 0.125-acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multi ly length X width, then divide b 43,560.
Stream Impact
Number
indicate on ma)
Stream Name
Type of Impact
Intermittent. Perennial Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
(acres)

Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Updated 11/1/2005
Page 8 of 13
Open Water Impact
Site Number
(indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres

Total Open Water Impact (acres)
6
List the cumulative impact to all Waters of the U.S. resulting from the project
Stream Impact (acres):
Wetland Impact (acres): 0.019
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres) 0.019
Total Stream Impact (linear feet):
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
During construction of guyed tower Atlantic Seawinds Communications, LLC encroached upon
a linear wetland by filling and grading approximately 0.019-acre of forested wetland. Atlantic
Seawinds Communications LLC agrees to mitigate for all permanent impacts to waters of the
Updated 11/1/2005
Page 9 of 13
United States via an In Lieu payment to the North Carolina Ecosystem Enhancement Program
(NCEEP)
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on jeanuary 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, 'creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Payment to the North Carolina Ecosystem Enhancement Program.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wm/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Updated 11/1/2005
Page 10 of 13
Amount of stream mitigation requested (linear feet): 'N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): 0.040-acre
Amount of Non-riparian wetland mitigation requested (acres): 0.040-acre
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Impact Required
Zone* Multiplier A4;*;-t;-
3 (2 for Catawba)
1.5
Total I I
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Updated l l/1/2005
Page 11 of 13
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213 .0242 or.. 0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Prior to construction of the guyed tower, no
impervious acreage existed within the subject property. Construction of the guyed tower
requires three 5' X 10' cement anchors one 3'6" X 8'6" cement base for the generator, and one
15' X 15' cement base for the equipment shed.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
No wastewater is proposed to be generated from this guyed tower.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ® No ?
Is this an after-the-fact permit application? Yes ® No ?
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://l12o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The addition of this cell tower is not expected to induce further development.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
Updated 11/1/2005
Page 12 of 13
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

? G6
'Appficanf/Agent's Signature Date
(Age 's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 13 of 13
AGENT AUTHORIZATION FORM
Name: Atlantic Seawinds Communications, LLC
Address: 620 Whiteville Rd. NW
Phone:
Project Name/Description: -Wet Ashe Swamp/ Guyed Tower in Brunswick County_
Date: 04/04/2006
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: _Mr. Thomas Farrell
Field Office: -Wilmington
Re: Wetland Related Consulting and Permitting
To Whom It May Concern:
I, the current property owner, hereby designate and authorize Kimley-Horn and
Associates, Inc. to act in my/our behalf as my/our agent solely for the purpose of
processing of Section 404 permits and Section 401 Water Quality Certifications
applications and to furnish upon request supplemental information in support of
applications, etc. from this day forward until successful completion of the permitting
process or revocation by the owner.
Authorized this the 4t' day of April 2006
Tony L. Hall - Wireless Engineer
Print Property Owner's Name P eity er's Signattu'e
1-888-367-2862
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Title Vicinity Map
Project Atlantic Seawinds Communications, LLC - Wet Ashe Swamp
Prepared r°r Brunswick County, North Carolina
Atlantic Seawinds
Communications, LLC Date Project Number Figure
4/7/06 012537013 1
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Title 7.5 Minute Topographic Map (Freeland and Exum, NC)

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Atlantic Seawinds
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4/7/06 012537013 2
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Title Soils Map
Project Atlantic Seawind YCommunications, LLC - Wet Ashe Swamp For Prepared Brunswick County, North Carolina
Atlantic Seawinds
Communications, LLC Date Project Number Figure
4/7/06 012537013 3
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Title Wetland Impacts Map
Project Atlantic SeawindyCommunications, LLC - Wet Ashe Swamp
Prepared For Brunswick County, North Carolina
Atlantic Seawinds
Communications, LLC Date Project Number Figure
4/7/06 012537013 4
T\pn`.012537013 - Wet Ashe Swamp\6gures. doc Prepared by Tyler McEwen s®?\

APPROXIMATE SCALE
2000 0 2000 FEET
ZONE
NATIONAL FL400 INSURANCE PROGRAM
\ FIRM
Iii it ll' FLOOD INSURANCE RATE MAP
Milliken \ III
Swamp
ZONE C \.. BRUNSWICK
IIL COUNTY,
NORTH CAROLINA
IIIIIIIIIII? (UNINCORPORATED AREAS)
PANEL 200 OF 395
i?
Long Bays
COMMUNITY-PANEL NUMBER
370295 0200 C
C-1 EFFECTIVE DATE:
MAY 15, 1986
Federal Emergency Management Agency
I
This is an official copy of a portion of the above referenced flood map. It
np was extracted using F-MIT On-Line. This map does not reflect changes
or amendments which may ha" been made subsequent to the date on the
title block. For the latest product information about National Flood Insurance
Program flood maps check the FEMA Flood Map Store at www. msc. fema. go,
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: W E AS c: w /t m - )?? Date: 03 0 20 o C.
Applicant/ Owner: ItrLAwrlc. S Est w i N rJs 6 nx rAtAN (cpmoAlt(.AC
c JC
County: R &JS (At
Investigator: 6RA (LJM State: C
Do normal circumstances exist on the site? Yes ? No Community ID: Fog
Is the site significantly disturbed (Atypical situation)? Yes No ? Transect ID: W I -
Is the area a potential problem area? Yes No ? Plot ID: W ETA p-lb
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. }Gtr rabrum TEA 9.
2. IQUid6^6a.i !*A491"A' Tl5 T=AC+
- 10.
r P6 C'
3. f i?us it ed" 11.
_
4. l.iAv?slrvw? s?nonrt 5 FA C' 12.
5. AK re .-?o??? V ?( 13.
FA&N 14.
15.
8, 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). I D D
Remarks: Wetland Vegetation Present Based Upon Greater than 50% of the Plant Species are/are not
Classified as FAC-OBL in the National List of Plant Species that Occur in Wetlands. Sample plot was taken...
HYDROLOGY
_ Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
_ Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
_ Other Inundated
"
Saturated in Upper 12
No Recorded Data Available _ Water Marks
_ Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
N
Depth of Surface Water: A (in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: (in.) _ Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: 1 (in.) FAC-Neutral Test
T Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Ly N (_H Qy,?
I:--l N6 S&N /A Aftrainage Class: S oMCw? aoai aLa,?,Q
Taxonomy (Subgroup): A ERIC Pit LE ft Q k 1_T-S Confirm Mapped Type? Yes_ No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.

x(12 ??1
I o
S aA
Hydric Soil Indicators:
_ Histosol _Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
_Sulfidic Odor Organic Streaking in Sandy Soils
_Aquic Moisture Regime Listed On Local Hydric Soils List
Reducing Conditions
V Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ? No Is the Sampling Point
Wetland Hydrology Present? Yes No Within a Wetland? Yes ? No
Hydric Soils Present? Yes No
Remarks: Location (describe) is/is not classified as a wetland based upon the criteria set forth in the 1987
Army Corps of Engineers Wetlands Delineation Manual.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)

Project/Site: Wt wtt-?11P a3
Date: 06 a?ob
Applicant/ owner: -c. G a,vs LLC- County: B?.uswicK
Investigator: rh State: A/C

Do normal circumstances exist on the site? Yes No Community ID: ! wt-
Is the site significantly disturbed (Atypical situation)? Yes No Transect ID: N I - S
Is the area a potential problem area? Yes No Plot ID: 6C1.
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. O JA M fro 915", LA^ /v T- 9.
2. 10.
3. 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). O
Remarks: Wetland Vegetation Present Based Upon Greater than 50% of the Plant Species are/are not
Classified as FAC-OBL in the National List of Plant Species that Occur in Wetlands. Sample plot was taken...
HYDROLOGY
_ Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
_ Aerial Photographs Primary Indicators:
_ Other Inundated
_
_Saturated in Upper 12"
No Recorded Data Available _ Water Marks
_ Drift Lines
Field Observations: _ Sediment Deposits
N Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators:

Depth to Free Water in Pit: > Ig fin.) _ Oxidized Roots Channels in Upper 12"
_ Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: Ig (in.) _ FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
.4.t
SOILS
Map Unit Name
(Series and Phase): LyAICI+B ZC 6
N.- 5AW 01 L AA Drainage Ciass:SDmt ww noer,(,. faUa? C
Taxonomy (Subgroup): IC ? A1-6&&U U LFT Confirm Mapped Type? Yes_ No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
C' s 2 f ?j JO A_ rM
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon -High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor -Organic Streaking in Sandy Soils
_ Aquic Moisture Regime -Listed On Local Hydric Soils List
_ Reducing Conditions -Listed on National Hydric Soils List
_ Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes _ No ? Is the Sampling Point
Wetland Hydrology Present? Yes _ No 7_ Within a Wetland? Yes_ No
Hydric Soils Present? Yes No ./
Remarks: Location (describe) is/is not classified as a wetland based upon the criteria set forth in the 1987
Army Corps of Engineers Wetlands Delineation Manual.
Edward L. Killough and Associates Surveying
5823 Highway 74
Indian Trail, North Carolina 28079
Tel. [phone] Fax [phone]
E-mail: [e-mail]
CERTIFICATION OF LOCATION AND ELEVATION
ATLANTIC SEAWINDS COMMUNICATIONS, LLC SITE NO. 478-091
SITE NAME: WET ASH SWAMP
LOCATION: 5915 Mill Branch Road
Ash, NC 28420
This is to certify that a survey of the above referenced site has been conducted and the following
information has been obtained from that survey.
EXISTING GUYED TOWER LOCATION
HORIZONTAL LOCATION BASED ON NAD 83
LATITUDE & LONGITUDE (Horizontal Accuracy 15' +/-)
LATITUDE 34 Degrees 02 Minutes 20.6 Seconds N
LONGITUDE 78 Degrees 30 Minutes 10.5 Seconds W
BASE GROUND ELEVATION (Vertical Accuracy 3'+/-)
VERTICAL ELEVATION BASED ON NAVD 1988 IN FEET
GROUND ELEVATION AT BASE OF TOWER: 37.1'
ELEVATION AT TOP OF TOWER STRUCTURE: 337.1'
ELEVATION AT TOP OF LIGHTNING ROD: 346.7'
Date of Survey: February 22, 2006
1 hereby certify that the above information is correct and accurate to within the specifications as indicated:
f
CARQ
Name: ? =0 :.0?ESS/p2.,9 '
dward L. Killoug , N.C.P.L.S. -1519 Qo
:a SEAL •
.,? L-15'19 cc
0
Date: March 1, 2006 Czx
i !y ti0
1_04'70 11i00
? ?,,?
NOTES
-THIS AS-BUILT SURVEY HAS BEEN PREPARED PARTIALLY FROM AN ACTUAL
FIELD SURVEY AND PARTIALLY FROM MAPS AND DEEDS OF RECORD
-PROPERTY SUBJECT TO ANY VALID & ENFORCEABLE
EASEMENTS, RESTRICTIONS & RIGHT OF WAY OF RECORD.
-ALL PROPERTY OWNERS ARE NOW OR FORMERLY.
-ADJACENT OWNER INFORMATION TAKEN FROM BRUNSWICK COUNTY TAX RECORDS
-AREA BY COMPUTER (COORDINATE METHOD)
,ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED
-NORTH BASED UPON NC GRID (NAD 83)
ELEVATIONS BASED ON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88)
-THIS MAP OF LEASED PROPERTY DOES NOT CREATE A SUBDIVISION OF LAND
-THIS MAP IS FOR AS-BUILT PURPOSES AND IS NOT A BOUNDARY SURVEY
OF THE ENTIRE TRACT
PIN i 1470DO67
CRAVEN D. MILLIGAN
D.B. 120 PG. 355
1
I
SEAL ?*
L-1519
L: KS „
I HEREBY CERTIFY THAT THIS MAP WAS DRAWN
FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION AND ACCURATELY DEPICTS THE
LOCATIONS OF THIS SITE AS SURVEYED IN THE FIELD
AND IS NOT INTENDED TO BE A BOUNDARY SURVEY
OF THE OPERTY SHOWN.
EDWARD l» KILLOU H
P.O. BOX 369
5823 HWY 74
INDIAN TRAIL, NC 28079
N.C. PROFESSIONAL LAND SURVEYOR NO. L-1519
© Nx uAV?1 w Acma-m. >tc
R Mfl ?thlme tM MF •.t-lela
6
PIN /14700067
CRAVEN D. MILIGAN
D.& 120 PG. 355
ti
ti
p0? X1.;0
4-1;
LEGEND
PP
ql?
MIS
• - CALCULATED POINT
CGF - COMBINED GRID FACTOR
CT - 18" REINFORCED CONCRETE PIPE
ELEV - NAVD88 ELEVATION
ET - ELECTRICAL TRANSFORMER
GIN - GUY WIRE
18 - ICE BRIDGE
IPS - IRON PIN SET
JS - FIBER OPTIC JUNCTION BOX
PP - POWER POLE
RW - RIGHT OF WAY
SF - SILT FENCE
SO. FT. - SQUARE FEET
TBM - TEMPORARY BENCHMARK
TL - TREE LINE
TP - TELEPHONE PEDESTAL
VICINITY MAP
NOT TO SCALE
PADS
?c
'? ? ? /\Pa. Roo
/ LEASE AREA
rnsluaeEO
LIMITS P
? 2.ta ACRES
DO RRDYEO
auTED VIER LRAT$
' 20' NGRE /EGRESS 216 ACRES V
't! EASEMENT
T / PIN 1 14700057
CRAVEN D. M0.LGAN
L GRAVEL - / _ D.O. 120 PG 375
oravE sF n s
CEN
OF CR
OF CREEK
LEASE AREA
CENTERLINE
OF CREEK
s
3
Y
C
B
PIN 1,4700066
GRAPHIC SCALE
\
PIN 114 1301
CLYDE DAMS
O.B. 912 PG. 741 MARVIN M. HELTON
AND
JEAN C. HELTON
O.S. 688 M 249 200 p 100 200 400

I I I I
( IN FEET )
1 inch - 200 fL A
WET ASH SWAMP
478-091
5915 MILL BRANCH ROAD
BRUNSWICK COUNTY
ASH. NO 28420
5
4
6MS10N6
SURVEY FOR: AS-BUILT SURVEY
ATLANTIC SEAN DS EXISTING GUYED TOWER
COMMUNICATIONS, LLC ,,,
3
2
SHEET 1 OF 2
1
LEGEND
• - CALCULATED POINT
CGF = COMBINED GRID FACTOR
CT - 18" REINFORCED CONCRETE PIPE
ELEV = NAVD88 ELEVATION
ET = ELECTRICAL TRANSFORMER
GW = GUY WIRE
18 = ICE BRIDGE
IPS = IRON PIN SET
JB FIBER OPTIC JUNCTION BOX
PP POWER POLE
RW = RIGHT OF WAY
SF = SILT FENCE
SQ. FT. - SQUARE FEET
TBM = TEMPORARY BENCHMARK
TL = TREE LINE
TP = TELEPHONE PEDESTAL
„ 1n
CAP
SEAL
L-1519
I HEREBY CERTIFY THAT THIS MAP WAS DRAWN
FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION AND ACCURATELY DEPICTS THE
LOCATIONS OF THIS SITE AS SURVEYED IN THE FIELD
AND IS NOT INTENDED TO BE A BOUNDARY SURVEY
OF THE P OPERTY SHOWN.
g z'
EDWARD L KILLO GH
P.O. BOX 369
5823 HWY 74
INDIAN TRAIL, NC 28079
N.C. PROFESSIONAL LAND SURVEYOR NO. L-1519
© not 11llLnrael Nm noowlls, n:
.0r. oma 1°II s,w
to ? - ai irY°x om an-nA
6
CENTER OF GUYED TOWER LOCATION
LAT = 34-02-20.6 N
LONG = 78-30-10.5 W
GROUND ELEV = 37.1' NAND 88
CONCRETE PAD ELEV = 37.1' NAVD 88
TOP OF GUYED TOWER STRUCTURE ELEV = 337.1' NAVD 88
TOP OF LIGHTNING ROD ELEV = 346.7' NAVD 88
LEASE AREA
?X 2 -fix X _-2
? CE
MAD W OF COORD91 ORDI TONER
AlES
N 105784.87
x E 2170608.97'
x
x EOUIPMENT
PLATFORM
P
PAD \
x
x \

_ ?qb m:Pa
NODS CONTROL MONUMENT
"FIVER'
MAO 83 COOROIMA
N 95051.41
E 2158207.99'
EEV - 98.8'
WET ASH SWAMP ""SONS
SURVEY FOR:
478-091 ATLANTIC SEAWINDS
5915 MILL BRANCH ROAD COMMUNICATIONS, LLC
BRUNSNICK COUNTY 0
ASH. NC 28420
5 I 4 r 3
517E
VICINITY MAP
NOT TO SCALE
i
k
k
LEASE AREA
GRAPHIC SCALE
20 0 10 20 40
7- 17 1
( W FEET )
I inch = 20 tL
w AS-BUILT SURVEY
_ EXISTING GUYED TOWER
t+uwo N?
rc Lx ° SHEET 2 OF 2
DC IX IX
2 1
D
C
8
A
ATLANTIC TELEPHONE
MEMBERSHIP CORPORATION
ATLANTIC SEAWINDS cingular'
COMMUNICATIONS, LLC WIRELESS,LLC
TELEP I=
SITE NO: 478=091
SITE NAME: WET ASH SWAMP
ADDRESS: 5915 MILL BRANCH ROAD
ASH, NC 28420
COUNTY: BRUNSWICK COUNTY
PIN #: 14700067
ZONING: RU -
PROPOSED OCCUPANCY: UNMANNED TELECOMMUNICATIONS FACILITY
C nNTAC'TS
PROPERTY OWNER
CRAVEN DEMETTE MILLIGAN
5915 MILL BRANCH ROAD
ASH, NC 28420
[phone]
ZONING DEPARTMENT
BRUNSWICK COUNTY
75 COURTHOUSE DRIVE, NE
BUILDING I
PO BOX 249
BOLIVIA, NC 28422
[phone]
ATTN. HELEN BUNCH
UTWTIES - ELECTRICAL SITE DATA
BRUNSWICK ELECTRIC MEMBERSHIP CORP.
P.O. BOX 826
SHALLOTTE, NC 28459
[phone] TOWER OWNER - ATLANTIC TELEPHONE MEMBERSHIP
CORPORATION
UTILITIES - TELEPHONE TOWER ID - 478-091
ATLANTIC TELEPHONE MEMBERSHIP CORP.
LATITUDE - 34' 2' 20
6' N
620 WHITEVILLE ROAD NW .
SHALLOTTE, NC 28459
[phone]
LONGITUDE a 78' 30' 10.5' W
ELECTRICAL
APOGEE CONSULTING GROUP
7330 CHAPEL HILL ROAD - SUITE 202
RALEIGH. NC 27607
[phone]
ATTN: MIKE BEEZLEY
CONSULTANT
KIMLEY-HORN AND ASSOCIATES
3001 WESTON PARKWAY
CARY, NC 27513
[phone]
ATTN: KEITH MARKLAND
SITE ACQUISITION
RAMSEY DEVELOPMENT SOLUTIONS
426 CARRINGTON DRIVE
GARNER, NC 27529
[phone]
ATTN: JAY RAMSEY
PROJECT MANAGE
BYERS ENGINEERING COMPANY
10934 SEDGEMOOR LANE
CHARLOTTE. NC 28277
[phone]
ATTN: DAVE PARKER
EXISTING GROUND ELEV a 35' AMSL
PROPOSED TOWER HEIGHT - 300' (AGL)
PROPOSED TYPE OF TOWER - GUYED TOWER
DRIVING DIRECTIONS
FROM WILMINGTON, TAKE US-17 SOUTH TO SHALLOTTE. AT
SHALLOTTE. TAKE HWY 130 (WHITEVILLE RD) EXIT FROM US-11
AND TAKE LEFT ONTO HWY 130 WEST. PROCEED ON HWY 130
WEST FOR APPROXIMATELY S MILES AND TURN RIGHT ONTO MILL
BRANCH ROAD. 5915 MILL BRANCH ROAD IS FIRST ADDRESS ON
RIGHT. PROPOSED TOWER SITE IS BEHIND EXISTING BUDDING
AND IN FRONT OF TREE LINE.
INDEX OF DRAWINGS
T-1 PROJECT INFORMATION, VICINITY MAP, SHEET INDEX
- SITE SURVEY SHEET 1 OF 2
- SITE SURVEY SHEET 2 OF 2
C-0 GENERAL NOTES & SPECIFICATIONS
C-1 OVERALL SITE LAYOUT
C-2 SITE PLAN
C-3 GRADING PLAN 1 OF 3
C-4 GRADING PLAN 2 OF 3
C-5 GRADING PLAN 3 OF 3
C-6 - TOWER ELEVATION & ANTENNA INFORMATION....
D-1 ICE BRIDGE DETAILS
D-2 SITE SIGNAGE DETAILS
D-3 ACCESS ROAD AND FENCE DETAILS
S-1 FOUNDATION PLAN
S-2 FRAMING PLAN
S-3 EQUIPMENT LAYOUT AND FOUNDATION DETAILS
S-4 STRUCTURAL DETAILS 1 OF 3
S-5 STRUCTURAL DETAILS 2 OF 3
S-6 STRUCTURAL DETAILS 3 OF 3
E-1 SERVICE ROUTING PLAN
E-2 GROUNDING PLAN & DETAILS
E-3 SINGLE-LINE DIAGRAM, PANEL SCHEDULE
E-4 ELECTRICAL DETAILS
E-5 ELECTRICAL DETAILS
E-6 ELECTRICAL DETAILS
E-7 H-FRAME DETAILS
E-8 ANCHOR GROUNDING DETAIL
ATLANTIC TELEPHONE
MEMBERSHIP CORP.
ATLANTIC SEAWINDS
ccwwwacnwa.uc
cingular'
WrttElE55 U.C
RiWYW R K O14 A
Kimley Horn
and Associates, Inc.
,ar a,a Rs mR
uea, ,vix wa..m?
aro v,,,® pro n
AY6 ?RQCQf - O, ?DJl01]
Rune
e?c
wsa Rm..wln
wo wx
-n .bU
-n KRIA
1-A I
478-091
?x •Ra
WET ASH SWAMP
nz-
S91S MILL BRANCH ROAD
ASH, NC 28420
--
PROJECT INFORMATION,
VICINITY MAP,
SHEET INDEX
T-1
NOTES
-THIS SITE SURVEY HAS BEEN PREPARED PARTIALLY FROM AN ACTUAL
FIELD SURVEY AND PARTIALLY FROM MAPS AND DEEDS OF RECORD
-PROPERTY SUBJECT TO ANY VAUD do ENFORCEABLE
EASEMENTS. RESTRICTIONS k RIGHT OF WAY OF RECORD.
-ALL PROPERTY OWNERS ARE NOW OR FORMERLY.
-ADJACENT OWNER INFORMATION TAKEN FROM BRUNSWICK COUNTY TAX RECORDS
-AREA BY COMPUTER (COORDINATE METHOD)
ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED
-NORTH BASED UPON NC GRID (NAD 83)
-ELEVATIONS BASED ON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88)
THIS MAP OF LEASED PROPERTY DOES NOT CREATE A SUBDIVISION OF LAND
-THIS MAP IS FOR LEASE PURPOSES AND IS NOT A BOUNDARY SURVEY i
OF THE ENTIRE TRACT
SEAL
q_?L-1519
L. K1
......... ulHnu ?
1 HEREBY CERTIFY THAT THIS MAP WAS DRAWN
FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION AND ACCURATELY DEPICTS THE
LOCATIONS OF THIS SITE AS SURVEYED IN THE FIELD
AND IS NOT INTENDED TO. BE A BOUNDARY SURVEY
OF THE PROPERTY SHOWN.
P.O. BOX 369
5823 HWY 74
INDIAN TRAIL. NC 28079
N.C. PROFESSIONAL LAND SURVEYOR NO. L-1519
roar vrac aox axM
T6 lsin¢sp17HN0 ra'?AY .11 .-NN
6
LEGEND
• - CALCULATED POINT
CGF - COMBINED GRID FACTOR
ELEV - NAVD88 ELEVATION
ET - ELECTRICAL TRANSFORMER
IPS - IRON PIN SET
JB - FIBER OPTIC JUNCTION BOX
PP - POWER POLE
RW - RIGHT OF WAY
SO. FT. = SQUARE FEET
TBM - TEMPORARY BENCHMARK
TP - TELEPHONE PEDESTAL
onf
LEASE AR
l
CENTER
DF GUYED TOWER
\ OF CREIX
_I
\ PIN IF 1470001301
\ CLYDE DAVIS ANS
D.B. 912 P0. 741
5 1 4 T 3
PIN { 14700087
CRAVEN D. MI LGAN
D.B. 120 PO. 375
j? ?TE
j- RE)
VICINITY MAP
NOT TO SCALE
3
C
B
CENTERUNE
MEEK

GRAPHIC SCALE
011, { 14700088
MARVIN M. HELMN
AND 200 4 100 200 400
1 I
JEAN C. HELM
0.6L 888 PD. 249
( IN FEET )
I inch = 200 fL A
SITE SURVEY
- a«

RAM-AND GUYED TOWER
aara x. xv
11m I'011 ?flWR S1M 1CM1N OE IX IX
0
Z ,? aaEr a IX IX SHEET 1 OF 2
2 1
sown
WET ASH SWAMP RL"
SURVEY OR: °A"
478-091 ATLANTIC SEANDS
5915 MILL BRANCH ROAD COMMUNICATIONS. LLC
BRUNSWICK COUNTY o w/w/os Ia9
LEGEND
• CALCULATED POINT
CGF COMBINED GRID FACTOR
ELEV m NAVD88 ELEVATION
ET - ELECTRICAL TRANSFORMER
IPS a IRON PIN SET
JB FIBER OPTIC JUNCTION BOX
PP a POWER POLE
RW RIGHT OF WAY
SQ. FT. a SQUARE FEET
TBM - TEMPORARY BENCHMARK
TP - TELEPHONE PEDESTAL
SSSI??I?I
s ,'4'SF AR?l f.
SEAL
L-1519
PIN # 14700087 CRETE '
CRAVEN `
0. Mwcu1 PADS
Da. 120 rn ass UU ? JUG ''r('?-j?+I??I7','?'?- Q? ?
20' 91GRESS/EORESS
a UTILITY EASEMENT LLLIJJ
VICINITY MAP
?•; NOT TO SCALE
i TOM PIN r `U7 UEVV 3611' CENTER OF GUYED TOWER LOCATION
L LAT 34-02-20.6 N
st \ LONG . 78-30-10.5 W
i'; aw 5 GROUND ELEVATION - 35.0' NAVD 88
CENTER IRON PIN ELEVATION - 35.11' NAVD 88
TIE OF GUYED TOYER I
vs
IRON PIN SET
I MAO 83 COORDINATES I '
N 10558&63'
\? 1 E 2150800.7x' \ ' .
1Y+E /
MCI 1R? Y IN l?? WEI: LINE
CRAVEN D. MILUOAN
F DA. 120 M LEASE AREA
yo !? 6.49 ACRES '
2 O ` 282,743 SQ. FT. \
CENTERUNE
CENTERUNC OF CREEK
OF CREEK
1 HEREBY CERTIFY THAT THIS MAP WAS DRAWN
FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION AND ACCURATELY DEPICTS THE
LOCATIONS OF THIS SITE AS SURVEYED IN THE FIELD
AND IS NOT INTENDED TO BE A BOUNDARY SURVEY
OF T"E PROPERTY SHOWN.
P.O. BOX 369
5823 HWY 74
LINE TABLE
LINE LENGTH BEARING
Ll 300,00' N80'57'03'W
L2 106.84' NI0.25'5YW
L3 183.31' N84-54'23'W
CURVE TABLE
CURVE RADIUS LENGTH CHORD BE
CL 40.00' 51.99' 48.41' N47
T PIN / 14700088
_- ?• ?? T MNtVINAN
a HEUON
\ \ / Y.AN C. MELTON
e. es5 PG 24v
P91 0 14 70001,30
\ 1E DAMS
DAMS 1 GRAPHIC SCALE
? o.aL 9u PQ 741
\ 100 0 50 100 200
NCCS CONTROL MONUMENT
111 .
MAD 83 COORDINA1E5
AILING N 95051.47
E 2135207.98'
•40'07•W ELEV IN ( IN FEEL' )
1 inch a 100 IL
Nffhy-ft
??? WET ASH SWAMP SITE SURVEY

478-091 SURVEY FOR:
ATLANTIC SEAWINDS

RAWLAND GUYED TOWER
rs rnu sn-me. r.E n,»a 5918 MILL BRANCH ROAD COMMUNICATIONS, LLC
OE Ex EN% 03 ?ASHNC 254420 TM

- _ _ o

• as s

01/tS/O! rssurn tart PaT/a0NS,11UEnort

ISSUED IM MVIEM o<

a [?[
a
n
SHEET 2 OF 2
0
GENERAL SITE NOTES=
1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND
SPECIFICATIONS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE
REQUIREMENTS OF THE STANDARD BUILDING CODE, SOUTHERN BUILDING CODE
CONGRESS INTERNATIONAL, INC. (SBCCI) WITH LATEST REVISIONS, NATIONAL CODES
ORDINANCE AND REGULATIONS APPLICABLE TO THIS PROJECT.
2. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN
ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL
TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE
CALLED TO THE ATTENTION OF THE PROJECT MANAGER AND/OR ENGINEER AND BE
RESOLVED BEFORE PROCEEDING WITH THE WORK. WHERE THERE IS A CONFLICT
BETWEEN DRAWING AND ATLANTIC SEAWINDS COMMUNICATIONS, LLC
SPECIFICATIONS, THE PROJECT MANAGER AND/OR ENGINEER SHOULD BE
CONTACTED FOR CLARIFICATION.
4. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS
GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF
ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY
SHALL BE REPORTED TO THE PROJECT MANAGER AND/OR ENGINEER SO THAT
PROPER REVISION MAY BE MADE. MODIFICATION OF DETAILS OF CONSTRUCTION
SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE PROJECT MANAGER
AND/OR ENGINEER.
5. CONTRACTOR SHALL REVIEW AND BE FAMILIAR WITH SITE CONDITIONS.
6. TOWER, ICE BRIDGE AND CABINETS ARE SHOWN FOR REFERENCE ONLY. REFER TO
SEPARATE PRE-ENGINEERED DRAWINGS FOR SPECIFIC INFORMATION.
7. ALL FINISH GRADES SHALL SLOPE MINIMUM 1/4 IN./FT. AWAY FROM EQUIPMENT
IN ALL DIRECTIONS. CONTRACTOR SHALL SLOPE SWALES, AS REQUIRED, ALONG
EXISTING TERRAIN TO DRAIN AWAY FROM COMPOUND AND ACCESS DRIVE.
8. THE LOCATION OF UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS ARE
BASED ON ABOVE GROUND STRUCTURES. THE CONTRACTOR IS HEREBY NOTIFIED
THAT PRIOR TO COMMENCING CONSTRUCTION, HE IS RESPONSIBLE FOR CONTACTING
THE UTILITY COMPANIES INVOLVED AND SHALL REQUEST A VERIFICATION AT THE
CONSTRUCTION SITE OF THE LOCATIONS OF THE UNDERGROUND UTILITIES AND
WHERE THEY MAY POSSIBLY CONFLICT WITH THE PLACEMENT OF IMPROVEMENTS AS
SHOWN ON THESE PLANS. THE CONTRACTOR OR ANY SUBCONTRACTOR FOR THIS
CONTRACT WILL BE REQUIRED TO NOTIFY UTILITY PROTECTION SERVICES AT (800)
632-4949 AT LEAST 48 HOURS IN ADVANCE OF PERFORMING THE WORK. ANY
UTILITIES DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REPAIRED BY THE
CONTRACTOR, AT NO EXPENSE TO THE OWNER.
9. ALL CONTRACTORS TO USE THESE PLANS IN CONJUNCTION WITH ANY AND ALL
SPECIFICATIONS PROVIDED BY THE PROJECT MANAGER.
10. ALL PERMITS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR.
ATLANTIC TELEPHONE
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I- 777=
WET ASH SWAMP
S91S MILL BRANCH ROAD
ASH, NC 28420
GENERAL NOTES
& SPECIFICATIONS
C-0
11. DESIGN OF PROPOSED TOWER AND FOUNDATIONS PERFORMED BY OTHERS.
INFORMATION PROVIDED ON THESE PLANS ARE FOR REFERENCE PURPOSES
ONLY. NOTIFY ENGINEER OR PROJECT MANAGER OF ANY CONFLICTS OR
DISCREPANCIES.
12. EXISTING DIRT/SAND ACCESS DRIVE IS AN ALL WEATHER, COMPACTED AREA
WITH LITTLE OR NO VEGETATION. EXISTING ACCESS DRIVE IMPROVEMENTS
ARE NOT REQUIRED FOR CONSTRUCTION. UPON COMPLETION OF
CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY
DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES TO THE EXISTING DIRT/SAND
ACCESS ROAD. ANY NEW FILL MATERIALS SHALL BE WELL COMPACTED.
13. EQUIPMENT AND MATERIAL AT THE SITE SHALL BE PROTECTED FROM
DAMAGE DUE TO CONSTRUCTION ACTIVITIES. DAMAGE WILL BE REPAIRED AT
THE CONTRACTORS EXPENSE.
14. SITE SHALL REMAIN SECURE AT ALL TIMES.
15. CONTRACTOR SHALL PROVIDE RED LINE MARKUP ON CONSTRUCTION-
DRAWINGS SHOWING AS-BUILT CONDITION OF ALL PLAN DEVIATIONS AND
SUBSTITUTIONS TO THE PROJECT MANAGER FOR TURNOVER TO OWNER.
PIN /14700067
CRAVEN D. MILLIGAN
D.B. 120 PG. 355
PROPOSED 300'
i _ GUYED TOWER
PROPOSED 20' ACCESS k UTILITY
EASEMENT WITH 12' GRAVEL ROAD
PROPOSED 300' FALL ZONE

PROPERTY SIZE 1.120.870.13 S0. FT. (25.7 ACRES)
EXISTING IMPERVIOUS SURFACE 31.023.0± SQ. FT. MOM
PROPOSED IMPERVIOUS SURFACE 8.807.0± SQ. FT. (0.870
TOTAL (EXISTING k PROPOSED) 39.830.0± SQ. FT. (3.6X[)
IMPERVIOUS SURFACES
R CHANGE 0.87.

-a.
300' IVY 300'

O
PROPOSED 60' x 60'
/ FENCED COMPOUND
PROPOSED 240' GUYED
WIRE AND ANCHOR
/ (TYP OF 3)
PROPOSED TREE PROTECTION
'-FENCE (SEE DETAIL ON SHEET C3)

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PROPOSED LEASE AREA
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EXTENT OR LIMITS
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GRAPHIC SCALE
200 0 100 200 400
( IN FEET )
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WET ASH SWAMP
S915 MILL BRANCH ROAD
ASH, NC 28420
OVERALL
SITE LAYOUT
C-1
GENERAL SITE PLAN NOTES:
1. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER
TO FLOW AWAY FROM THE EQUIPMENT AND TONER AREA.
2. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO
A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE
APPLICATION.
3. GRASSED AREAS DISTURBED BY THE WORK OF THIS
CONTRACT SHALL BE GRADED TO UNIFORM SLOPE.
FERTIUZED, SEEDED AND COVERED WITH STRAW.
4. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO OVERALL
PROPERTY WRING CONSTRUCTION. EROSION CONTROL
MEASURES SHALL BE IN CONFORMANCE WITH THE NORTH
CAROLINA GUIDELINES FOR SOC. EROSION AND SEDIMENT
CONTROL
5. AUTHORIZATION FOR ACCESS TO AND WORK WITHIN
PUBLIC ROAD RO.W. SHALL BE OBTAINED BY THE
CONTRACTOR. THE CONTRACTOR SHALL ADHERE TO ALL
SPECIAL REQUIREMENTS SPECIFIED IN THE AUTHORIZATION.
6. ALL OTHER VEGETATIVE COVER DAMAGED OR REMOVED
DURING CONSTRUCTION ACTIVITIES SHALL. BE REPLACED
IN KIND BY THE CONTRACTOR (UNLESS OTHERWISE
NOTED}
7. PARKING SPACES ARE NOT REQUIRED FOR THIS
DEVELOPMENT, HOWEVER, A 12' x 20' PARKING AND
VEHICLE TURNAROUND AREA HAS BEEN PROVIDED.
8. THIS SITE IS NOT MANNED. IT IS PROJECTED THAT ONCE
CONSTRUCTED, A VEHICLE SHALL VISIT THE SITE
APPROXIMATELY ONCE A MONTH.
PROPOSED 60' It 60' CHAIN
LINK FENCE
(8' MIN. WITH 3 STRANDS OF
BARBED WIRE) SEE DETAIL
1 3 )
D-2 -3 -3 %- X-
x E
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PROPOSED 300' x
GUYED LOWER
(SEE
DETAIL ON
SH
EET 06)
PROPOSED GUY ANCHOR
?k1 (TUTS) (SEE TOWER AND
II FOUNDATION DRAWINGS
BY OTHERS) F
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PROPOSED 12' GRAVEL
ACCESS ROAD (SEE-
FLOOD NOTE
THE PROPOSED EQUIPMENT CABINETS AND
GENERATOR WILL BE LOCATED IN A ZONE AE FLOOD
PLAIN WITH A BFE OF 38' ACCORDING TO
BRUNSWICK COUNTY FIRM MAP 3702950200 AND
THE MOST RECENT FEMA MAPS AVAILABLE ON THE
INTERNET. THE PROPOSED EQUIPMENT CABINETS
AND GENERATOR WILL BE ELEVATED ON AN
EQUIPMENT PLATFORM I' ABOVE THE EIFE.
GRAPHIC SCALE
m b
zo 10
F:1'
IN FM
1 inch - 20 ft

PROPOSED 240' GUYED
WIRE AND ANCHOR
(TYP OF 3)
FUTURE CO-LOCATOR
(TYP OF 3)
?J PROPOSED EQUIPMENT CABINETS
(SEE SHEET S3 FOR LAYOUT)
I PROPOSED 15'-4' x 33' PLATFORM
WITH EQUIPMENT ON 2'x2'xiB'
CONCRETE SPREAD FOOTING (SEE
DETAILS ON 'S' SHEETS)
PROPOSED 3'-6' x 8'-6' GENERATOR
(SEE SHEET S3 FOR LAYOUT)
is,
,X X
A PROPOSED 6' CHAIN LINK
FENCE 1Wi}L 3 STRANDS
OF BARBED WIRE (SEE
PROPOSED 4 GANG DETAL/7\)
METER RACK (SEE
'E' SHEETS) t
PROPOSED 12' x 20'
GRAVEI. PARKING AREA
+?t
PROPOSED 1Z' SWING GATE
(SEE DETAIL
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478-091
WET ASH SWAMP
5915 MILL BRANCH ROAD
ASH, NC 28420
SITE PLAN
x.ar,anxa<
C-2

EROSION CONTROL NOTES
1. EROSION CONTROLS SHALL BE QOM
MAX. 5
INSTALLED PRIOR TO CONSTRUCTION
AND SHALL BE ADEQUATE TO MAINTAIN
SEDIMENT ON SIZE.
2. ALL EXCAVATED SOILS NOT NEEDED ON
SITE FOR BACKFILL OPERATIONS SHALL
BECOME PROPERTY OF THE
CONTRACTOR AND SHALL BE TAKEN
OFF SITE AND LEGALLY DISPOSED OF

3. .
SOIL REMAINING ON SITE SHALL HAVE
SILT FENCE TIGHTLY PLACED AROUND
THE ENTIRE CIRCUMFERENCE OF THE
PILE. ''•'{''
4. PROVIDE EROSION CONTROLS AS
NECESSARY TO PREVENT EXISTING
SOILS FROM DRAINING OFF STE OR
INTO EXISTING DRAINAGE STRUCTURES
5. ERECTION OF EROSION CONTROLS
SHALL BE IN ACCORDANCE WITH STATE
AND LOCAL EROSION CONTROL
REGULATIONS
NFATI*WROOF SIR! (AS SHDWN ABOVE}
SEE NOTES BELOW FOR CONSTRUCTION
AMD SPACNO DATA
SECTION
STEEL POSTS
MAX. B' O.D.
WIRE FENCE (1100 WIRE")
ILTER FABRIC
30TTOM OF WIRE FENCE AND
FILTER FABRIC BURIED
B- IN EXCAVATED TRENCH
STEEL POST
DRIVEN 18'
INTO GROUND
SEDIMENT FENCE (SILT FENCE)
NOT TO SCALE
POST MAY BE EITHER 4' DIAMETER PINE.
?Y DIMIETR OAK. OR I -- lb/LF STEEL Tm Protection AM
DO NOT ENTER
s'
NOTES
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
ADDITIONAL SIGNS MAY BE REWIRED BASED ON ACTUAL FIELD CONDITIONS.
TREE PROTECTION FENCE
NOT TO SCALE
5512!
LEGEND
EXISTING CONTOURS - -- - -
PROPOSED CONTOURS
SILT FENCE ev AM nor
TPF w--
PROPOSED SPOT ELEVATION X842
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I-- I
WET ASH SWAMP
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5915 MILL BRANCH ROAD
ASH, INC 28420
I- m
GRADING PLAN
1 OF 3
o-3
LEGEND
EXISTING CONTOURS — — — —
PROPOSED CONTOURS
SILT FENCE
TPF +r w
PROPOSED SPOT ELEVATION X842
GRAPHIC SCALE
20 0 10 20 w
(INP')
1 inch — 20 iL
ATLANTIC TELEPHONE
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WET ASH SWAMP
aw wows.
5915 MILL BRANCH ROAD
ASH, NC 29420
GRADING PLAN
2OF3
C-4

NOTE
CONTRACTOR TO OBTAIN ANY
\ NECESSARY DRIVEWAY PERMITS FROM
NCOOT AND FOR BRUNSWICK COUNTY.
\ PROPOSED 20' 15- RCP (OR
..,? 31 g \,----APPROVED EQUIVALENT)

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PROPOSED CONTOURS
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PROPOSED SPOT ELEVATION X842
GRAPHIC SCALE
20 0 10 20 w
( IN FEET )
1 inch - 20 &

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478-091
30 5
--
I
WET ASH SWAMP
--
5915 HILL BRANCH ROAD
ASH, NC 28420
ror ro.
GRADING PLAN
3OF3
C-5

TWELVE (12) PROPOSE D y,? b
ANTENNAS ON TOWER. FOUR (4)
RXl
PER SECTOR. SEE TOWER DESIGN TX/
do STRUCTURAL ANALYSIS BY 1% XO PROPOSED ANTENNA
OTHERS TO CONFIRM EXACT DECIBLE D898OG80T2E-M "
MOUNT TYPE
a
3
PROPOSED s!
PROPOSED
DECIBLE OBS80

GUYED TOWER
FzD.
I TYPICAL ANTENNA ORIENTATION PLAN 1 I
SECTOR AZIMUTH MAC' ANTENNA ANTENNA DOWN DOWN (XAAXIAL CABLE COAXIAL CABLE
AZIMUTH HEIGHT TILT ILI (Sim (OTY)

ALPHA
350'
358'
3W DECIBEL
DB98OG90T2E-M
2'
0'
771-
4 x 340't•
BETA 120' 128' 300' DB98CG90 -M72E Y o• 2X- 4X340'!•
240' 248' 300' DECIBEL
48
T
0'
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4 X 340'3•
GAMMA 0G
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1. ANTENNA CENTERLINE HEIGHT BASED ON TOP OF GROUND ELEVATION AT TOWER CENTERLNE
2. ALL ANTENNA BRACIMIS PER ANTENNA MANUFACTURER. OR EQUAL CONTRACTOR TO C0"NATE
REQUIRED MECHANICAL DOWNILT TWTH APPROPIMTE CAFUUM
S ALL ANTENNA INFORMATION TO BE CONFNMED VATH PROJECT MANAGER PRIOR TO INSTALLATION.
4. ANTENNA INFORMATION OBTAINED FROM PROJECT MANAGER DATED APRIL 2Q 2004
• INCLUDES SAFETY FACTOR OF 15 FEET AT BOTH ENDS
IANTENNA & COAX SCHEDULE 15GL` 1 9 1
COLOR CODES FOR
RF LINES AND ANTENNAS
SECTOR 1 SECTOR 2 SECTOR 3
(STRIPES) (STRIPES) (STRIPES)
1 WHITE I 1 WHITE 1 YELLOW 1 WHITE I GREEN
RE
1 RED 1 YELLOW 1 GREEN
1 RED 1 RED 1 YELLOW 1 YELLOW 1 GREEN I GREEN
1 RED 1 YELLOW 1 GREEN

COAX COLOR CODES
AI PHA SECTOR
RX MAN - RED/WHITE (TO DUPLEXER)
TX1 ONLY - RED/RFD (TO TX FILTER)
TX2 ONLY - RED/RED/RED (DITTO)
RX DIVERSITY - RED (TO DUPLEXM)
BETA SECTOR
RX MAIN - YMLOW/WHITE (TO DUPLEXER)
TXI ONLY - YELLOW/YELLOW (TO TX FILTER)
TX2 ONLY - YELLOW/YELLOW/YELLOW (DITTO)
RX DIVERSITY - YELLOW (TO DUPLEXER)
GAMMA SECTOR
RX MAIN - GREEN/WHITE (TO DUPLEXER)
TXI ONLY - GREEN/GREEN (TO TX FILTER)
TX2 ONLY - GREEN/GREEN/GREEN (DITTO)
RX DIVERSITY - GREEN (TO DUPLEXER)
ANT 1 ANT 2 ANT 3 ANT 4
D 1 T M
1 X X A
V 2 3 1
N

M1 NAA " C IRTAT. ON " POLE)
TOP OF PROPOSED
GUYED TOWER ELEVATION
ANTENNAS
CONTRACTOR RESPONSIBLE FOR INSTALLATION m
1. ANTENNAS AND ALL ASSOCIATED BRACKET MOUNTS AND HARDWARE.
2. LNA/MHA'S AND ALL ASSOCIATED BRACKET MOUNTS AND HARDWARE
3. COAXIAL
• JUMPERS FROM ANTENNAS TO LNA/lMHA'S.
• COAXIAL CABLE FROM LNA/MHA'S TO 7/8' JUMPERS AT BTS
CABINETS
• ALL CLAMPS STRAPS. CONNECTORS AND MISCELIANCOUS
HARDWARE
• GROUND KITS.
• CONNECTORS R WEATHER PROOFING.
NOTE ALL ABOVE MATERIALS SUPPLIED BY OWNER AND INSTALLED
BY CONTRACTOR. -
4. GROUNDING
• GROUNDING FROM THE LNA/MHA'S TO THE GROUND BAR AND ALL
CRIMPS LUGS AND MISCELLANEXOUS HARDWARE SUPPLIED BY AND
INSTALLED BY CONTRACTOR.
• COAXIAL GROUND KITS TO BE CONNECTED TO GROUND LEAD FROM
LNA/MHA'S WITH C-CRIMP SUPPLIED AND INSTALLED BY CONTRACTOR
NOffi
1. ANTENNA CENTERLINE HEIGHT IS IN REFERENCE TO TOP OF GROUND
ELEVATION.
2. ALL ANTENNAS TO BE FURNISHED WITH APPROPRIATE DOWNTLT
BRACKETS. TOWER CONTRACTOR TO COORDINATE REQUIRED MECHANICAL
DOWNTILT FOR EACH ANTENNA WITH PROJECT MANNER.
3. ANTENNA MOUNTS TO BE PROVIDED AND INSTALLED BY CONTRACTOR
UNLESS SPECIFICALLY NOTED OTHERWISE
4. ICE BRIDGE AND WAVECUIDE LADDER R APPLICABLE. TO BE PROVIDED
AND INSTALLED BY CONTRACTOR.
5. LINES AND ANTENNAS TO BE PROVIDED BY PROJECT MANAGER AND
INSTALLED BY CONTRACTOR.
8. DURING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT EXISTING
EQUIPMENT AND STRUCTURES ANY DAMAGE WILL BE REPAIRED AT
THE CONTRACTORS EXPENSE. CONTRACTOR SHALL NOT LEAVE THE SITE
UNSECURED AT ANY TIME.
7. CONTRACTOR TO REFER TO FINAL RF CONFIC. PRIOR TO CONSTRUCTION.
& CONTRACTOR TO INSTALL COAX PER STRUCTURAL ANALYSIS BY US CELLULAR.
CONTRACTOR CAN OBTAIN A COPY FROM THE PROJECT' MANAGER. -
LL-C. EQUIPMENT
AND EQUIPMENT
??'I 3 ELEVATION
N.LS.
PROPOSED ATLANTIC SEAVANDS
GUYED TOWER ELEVATION
NOT TO SCALE
(EXISTING GROUND EQUIPMENT
NOT SHOWN FOR OAR IM
ATLANTIC TELEPHONE
MEMBERSHIP CORP.
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BASE ELEVATION
WET ASH SWAMP
1R Imo
5915 HILL BRANCH ROAD
ASH, NC 28420
--
TOWER ELEVATION
b ANTENNA
INFORMATION
C-6
CONTRACTOR SH41 ROUTE COAX UP TONER
PER TOWER DESIGN. CONTRACTOR TO OBTAIN
VARIES SEE STE PLAN COPY OF TOWER DES WANALYMS FROM
PROJECT MVoam
2- 5!-0- D.C. MAX

AS
IN.
PPE MAX MA%.
3' SID.
STL

38• WIDE GMP STRUT,
JB• RIDE GPoP SIRUP
14 OAUCE, 2' DFFP TH
T
(CALV.) 1FITH CMS 14 GAUGE. Y DEEP.
SET ON TOP OF ANGLE IRON
4'-0' D.C. MAX PROPOSED
GUYED IOWNR 3' STD. STL PPE
1- ? (GALV.) wm wS
1 U-BOLT MOUNTED
OIRU ANGLE IRON _
NEW 2' z 2• (W L
AINfXE u-Bator to
STEEL PIPES
J=w - LOWER TOWER
BUSS BAR UNSTRUT ATACHED WNH
BONDED TO 3/8' THREAM ROD.
GUYED TOWER WASHERS " NUTS
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SEE MOTE (ft
ICE BRIDGE DETAIL
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ATLANTIC TELEPHONE
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478-091
WET ASH SWAMP
rrt,eow
5915 MILL BRANCH ROAD
ASH, NC 28420
ICE BRIDGE
DETAILS
D-1
E NOTE /3
GENERAL ICE BRIDGE NOTES:
1. CONNECT FAGN SUPPORT LED TO GROUND RING.
2 SUPPORT CDAINL CABLE EVERY 4'-D- O.F W%WUM.
3. REFER TO ELECTRICAL DRAWNGS FOR GROUNDING DEEAM
4. QED OF GRIP STRUT TO BE COVERED TO PREVENT
EXPOSURE OF SHOAP EDGES.
1B. FOR ICE BRIDGE LEND" GREATER TKAN W ONLY -
CONTRACTOR SHELL ALSO GROUND OOAX TO ISOLATED
GROUND BAR ON RF CHAMBER
D7U5EYENT ? 1'-0- ?'
.. NOTE: ALL MATERUL AND
HARDWARE TO BE HOT
DIPPED GALVANIZED
2 ICE BRIDGE SECTION
NTS
ATLANTIC TELEPHONE
FCC TOWER REGISTRATION N0 MEMBERSHIP CORP.
. SIGNAGE NOTE:
1234567 ATLANTIC SEAWINDS
1. SIGNS SHALL MEASURE 8"X 12", BE FABRICATED FROM CORROSION RESISTANT
$ WNrrEBACKGROUND NYBLACKETTHW(L PRESSED METAL. AND PAINTED WITH LONG LASTING UV RESISTANT COATINGS.

Q OUANTRY.DTYPK'AL)
(ONETO BE MOUNTED ON COMPOUND ACCESS GATE SEE MORE B)
SIGNS (EXCEPT WHERE NOTED OTHERWISE) SHALL BEMOUNTED TOTHETOWER,
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"RELESSUC
.
AND FENCE USING A MINIMUM OF 9 GAUGE ALUMINUM WIRE, HOG RINGS (AS
GATE
,
CKETS WHERE NECESSARY
BRACKETS
- .
UTILIZED IN FENCE INSTALLATIONS) OR BRA
SHALL BE OF SIMILAR METAL AS THE STRUCTURE T AVOID GALVANIC CORROSION.
SITE ID# L 3. ATLANTIC SEAWINDS COMMUNICATIONS, LLC. SITE # AND EMERGENCY CONTACT
# SIGNS SHALL BE MOUNTED ON THE A•BOX DOOR ADJACENT TO THE COMPOUND Kimle Horn
Y
ENTRY WITH PERMANENT SET ADHESIVE TWO-SIDED TAPE SHALL BE UTILIZED AT and Associates, Inc.
EACH CORNER ON THE BACKSIDE TO AID PLACEMENT UNTIL ADHESIVE SETS.
?
DO NOT NB
ao AN+w. aN .
4 78 1 27 4. ADDITIONAL E911 ADDRESS SIGNS ARE REQUIRED AT EACH ACCESS ROAD GATE
LEADING TO THE COMPOUND AS WELL AS ON THE COMPOUND GATE ITSELF. . a .,,aBOT _ p1 e63TOli
CLIMB OBTAINING SIGNAGE
:
5. RECOMMENDED SOURCE FOR
CLAIR SIGNS RF EXPOSURE SIGNS
ST
MNrTE BACKGROUND W/ BLACK LETTERING WHRE BACKGROUND W1 BLACK LETTERING
AMMY
1
C .
3184 WADE HAMPTON BLVD. RICHARD TELL ASSOCIATES
SC 29687 3433 RINGSTAR ROAD. STE 3
TAYLORS
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(rO BE MOUNTED ON ABOX DOOR ADUCENTTOCOMPOUND WW- SEE NOTE 3) )
L
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(TO BE MOUNTED AT EYE LEVEL ON TOWER NEAR SAFWCLA1B) .
[phone] NORTH LAS VEGAS, NV 89WO
- .. (702) 6453338
E-911
STREET ANTENNAS -
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GEOTEXTILE MATERIAL
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NOTE AGGREGATE 15
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5915 LULL BRANCH ROAD
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ACCESS ROAD AND
FENCE DETAILS
D-3
PLATFORM FOUNDATION NOTES
2'X18
SPREAD
c 1. GENERAL
1.1 FOUNDATIONS ARE DESIGNED BASED ON A PRESUMPTIVE ALLOWABLE SOIL
BEARING CAPACITY OF 2.000 PSF. CONTRACTOR SHALL VERIFY SOL BEARING
CAPACITY AND CONDITIONS PRIOR TO CCNSTRUcnoK
1.2 THE CONTRACTOR SHALL USE CAUTION WHEN EXCAVATING MORE THAN Y BELOW
GRADE DUE TO THE POTENTIAL HIGH GROUND WATER CONDITIONS F ORGANIC
OR SOFT SOBS ARE FOND THE FOOTING EXCAVATIONS SHALL BE UNDERCUT TO
FIRMER BEARING MATERIALS AND BACKFILLED WITH UNIFORMLY GRADED WASHED
'57 OR /57 STONE COMPACTED WITH A VIBRATORY PLATE TAMP.
1.3 CONTRACTOR SHALL BE RE" BIE FOR LOCATING, PROTECTING AND
RELOCATING AS REOUIRED ALL SERVICE AND UTILITY LINES IN VICINITY OF
THE WORK SRE ALL EXCAVATIONS NEAR THESE LINES TO BE CARRIED OUT
WITH EXTREME CAUTION.
1.4 CONTRACTOR 70 Q/T/F1LL CONSTRUC1fOH AREA TO PROVIDE AN AREA AS
LEVEL AS POSSIBLE FbORR . STRUCTURAL PLATFORM. ALL FILL AREAS ARE 70
BE FUZED WITH SUITABLE MAWdALS FILL MATERIALS ARE TO BE PLACED.
COMPACTED. AND TESTED IN MAXIMUM LAYERS OF W. ALL TESTS MUST MEET
THE MINIMUM SPECIFIED SO. BEARING CAPACITY. COMPACTION TESTING IS BY
THE GEOTECHNICAL TESTING COMPANY DESIGNATED FOR THE PROJECT.
SCHEIXANC AND COORDINATION B THE RESPONS381UTY OF THE GENERAL
CONTRACTOR REPORTS OF ALL TESTING ARE TO BE PROMPTLY DELIVERED OR
FAXED TO THE ATLANTIC SEAVANDS COMMUNICATIONS, IJP- AND ATLANTIC
TELEPHONE MEMBERSHIP CORP., U.C. PROJECT MANAGER.
1.5 TOP OF FOUNDATION SHALL BE 3" ABOVE FINAL GRADE
2. MATERIALS
2.1 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000
PSI AT 28 DAYS AND SHALL BE INSTALLED N ACCORDANCE OATH THE
LATEST REVISION TO AO-318 BUILDING CODE REQUIREMENTS FOR
RENFORCfD CONCRETE.
2.2 CONCRETE SMALL HAVE A MAXIMUM SLUMP BETWEEN r AND C.
23 REWMCNO BARS SHALL CONFORM TO THE LATEST REVISION OF
AS7M-ABI5 GRADE 60 SPECIFICATIONS AND BE DETAILED IN
ACCORDANCE WITH THE LATEST REVISION TO AC-310.
2.4 TEST CYLINDERS SHALL BE MOLDED AND LABORATORY OARED IN
ACCORDANCE WIN ASTM C31. THREE CYLINDERS SHALL BE TAKEN
FOR EACH DAYS CONCRETE PLACEMENT. CYLINDERS SHALL BE
TESTED IN ACCORDANCE VAIN THE LATEST REVISION TO ASIM C31L
L5 CHAMFER ALL EXPOSED EXTERNAL CORNERS OF CONCRETE NTH 145'
CHAMFER. VIER OTHERWISE NOTES
2.6 CONCRETE FORMHWORK B TO BE STRIPPED VAT IN 48 HOSTS VIBRATION OF THE
CONCRETE MUST ASSURE THAT HONEYCOMBING WILL BE AT A MNMLAL
MECHANICAL VIBRATION OF ALL CONCRETE IS REQUIRED UNLESS OTHERWISE
DIRECTED BY ATLANTIC SEAWINDS COMMUNICATIONS. LUM AND ATLANTIC
TELEPHONE MEMBERSHIP CORP., LLC PROJECT MANAGER. ABOVE GRADE
CONCRETE IS TO SE RUBBED AND PATCHED TO ASSURE SMOOTH FINISH AT TIME
OF FORMS REMOVAL CONTRACTOR SHALL PROVIDE A BROOM FINISH ON THE TOP
SURFACE W THE EQUIPMENT FOUNDATION.
L ELECTRICAL
3,1 CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR
DRAWINGS FOR EMBEDDED MMS AND RECESSES NOT SHOWN ON THE
STRUCTURAL DRAWINGS. CONTRACTOR SMALL VERIFY PLACEMENT
OF EMPMENT AND LOCATION OF CONDUIT FOR MANUFACTURERS
AND VENDORS SPECIFICATIONS. R SHALL BE THE RESPONSBFITY
OF THE CONTRACTOR 70 PROVIDE ALL OPENINGS AND SLEEVES FOR
PROPER GGIRIBU1UON FOR ALL UTEJIIM
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FOUNDATION PLAN
5-1
FOUNDATION PLAN
SCALE: 1'S+5'
12'
!,1
STRUCTURAL STEEL PLATFORM NOTES
1. STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-36
OR A992 OR 50. PIPING AND TUBING SHALL CONFORM TO ASTM A-500 CR B.
ALL STD. PIPE SHALL BE SCHEDULE 40 UNLESS OTHERWISE NOTED.
2. ALL DETAILING, FABRICATION. AND ERECTION OF STRUCTURAL STEEL. UNLESS
OTHERWISE NOTED. SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE
ALSO SPECIFICATIONS FOR BUILDINGS, LATEST EDITION.
3. PLATFORM WELDING SHALL BE DONE BY AN AWS CERTIFIED WELDER AND IN
COMPLIANCE WITH AWS D1.1 ALL WELDS SIZES SHALL. BE THE MAXIMUM
ALLOWED BY THE MATERIAL BEING WELDED WITH E70XX ELECTRODES.
4. UNLESS OTHERWISE NOTED, ALL FIELDS CONNECTIONS SHALL BE FULL DEPTH
CONNECTIONS MADE WITH V DIAMETER HUGH STRENGTH BOLTS (ASTM A-325).
5. CONNECTIONS SHALL BE DESIGNED AS BEARING TYPE WITH THREADS
:o EXCLUDED FROM THE SHEAR PLANE.
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6. HOT DIP GALVANIZE ALL STRUCTURAL STEEL AND CRATING TOUCH UP ALL
FIELD WELDS AND ABRADED AREAS WITH TWO COATS OF GALVANIZED PAINT.
REPAIR OF ABRADED OR UNCOATED AREAS SHALL COMFORM TO THE LATEST
VERSION OF ASTM A760-93A.
7. CONTRACTOR / STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE
DISTANCE REQUIREMENTS IN ACCORDANCE TO THE LATEST EDITION OF THE ALSO
MANUAL OF STEEL CONSTRUCTION.
FRAMING PLAN
SCALE: 1'-5'
& ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED
CONNECTIONS WITHIN 1f INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE
FLAME CUT UNDER ANT CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER.
9. CONTRACTOR / STEEL FABRICATOR SHALL CAP OFF SEAL ALL PIPES AS
REQUIRED TO PREVENT RAINWATER INTRUSION.
10. CONTRACTOR / STEEL FABRICATOR SHALL . SUBMIT SHOP DRAWINGS FOR
in REVIEW PRIOR TO ANY STEEL. FABRICATION. AT THE CONTRACTOR'S OPTION,
FIELD SPLICES MAY BE USED FOR ERECTION PURPOSES IF FIELD SPLICES ARE
USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED
FIELD SPLICES.
11. AT THE CONTRACTORS OPTION. SHOP WELDS MAY BE USED INSTEAD OF
FIELD YIELDS
12 ATTACH GRATING TO FRAME PER THE MANUFACTURER'S RECOMMENDATION.
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EQUIPMENT LAYOUT
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STRUCTURAL DETAILS
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WET ASH SWAMP
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5915 MILL BRAN01 ROAD
ASH, NC 28420
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STRUCTURAL DETAILS
3OF3
S-6
NOTE:
CONTRACTOR TO PROVIDE PULL
BOXES AS NEEDED TO ENSURE
NO GREATER THAN 360
DEGREES OF BENDS IN
CONDUIT BETWEEN PULL
POINTS IN CONDUIT RUNS
POWER CONDUIT
STUBBED UP OUTSIDE
FENCE CONTRACTOR
TO COORDINATE WITH
LOCAL POWER
COMPANY FOR SERVICE
TO THIS POINT.
TELCO CONDUIT STUBBED
OUTSIDE FENCE CONTRACT
TO COORDINATE WITH LOC
TELEPHONE COMPANY F
SERVICE TO THIS POI
1. ALL ELECTRICAL WORK SHALL COMPLY WITH NEC, STATE, AND
LOCAL CODES.
2. CONTRACTOR SHALL OBTAIN OWNER/TENANT SPECIFICATIONS
AND RENEW FOR ADDITIONAL DETAILS MID REQUIREMENTS THAT
MAY NOT BE SHOWN IN THESE DRAWINGS CONTRACTOR SHALL
COMPLY WITH ANY ADDITIONAL OWNER/TENANT SPECIFICATIONS
AND REQUIREMENTS.
3. CONTRACTOR SHALL APPLY FOR UTILITY SERVICES. B01H
ELECTRIC AND TELEPHONE. FOR THE OWNER/TENANT. THIS
APPUCATION SHALL BE MADE NO LATER THAN THE NEXT
BUSINESS DAY FOLLOWING THE AWARD OF THE CONTRACT.
CONTRACTOR SHALL COORDINATE WITH THE ELECTRIC UTILITY FOR
THE EXACT TRANSFORMER LOCATION, METERING REQUIREMENTS,
AND SERVICE ROUTING. CONTRACTOR SHALL COORDINATE WITH
THE TELEPHONE UTILITY FOR THE EXACT TELEPHONE
REQUIREMENTS AND SERVICE ROUTING.
4. PRIOR TO PURCHASING EQUIPMENT. THE CONTRACTOR SHALL
CONTACT THE ELECTRIC 'UTILITY AND OBTAIN IN WRITING THE
MAXIMUM AVAILABLE FAULT CURRENT AT THE UTILITY SERVICE
POINT. THE CONTRACTOR SHALL ENSURE ALL ELECTRICAL
EQUIPMENT, CIRCUIT BREAKERS. DISCONNECTS, FUSES, AND
PANELBOARDS HAVE A FAULT CURRENT INTERRUPTING RATING
GREATER THAN THE AVAILABLE FAULT CURRENT. IN NO CASE
SHALL THE FAULT CURRENT INTERRUPTING RATING RE LESS THAN
10,000 AMPS
& CONTRACTOR TO PROVIDE 2-200 LB TEST POLYETHYLENE
PULL CORDS SECURELY FASTENED AT EACH END OF POWER AND
TELCO CONDUIT. PROVIDE CAPS ON ENDS OF UNUSED CONDUIT.
6. PRIOR TO TRENCHING CONTRACTOR SHALL LOCATE ALL
EXISTING UNDERGROUND UTILITIES CONTRACTOR SHALL REPAIR AT
CONTRACTOR'S EXPENSE ANY DAMAGE TO EXISTING UTILITIES.
7. CONTRACTOR TO VERIFY EXACT ROUTING OF POWER AND
TEL CO CONDUIT WITH LOCAL UTIU71ES AND OWNER/TENANT.
ENSURE ALL CONDUIT STUD-UPS ACCOMMODATE EQUIPMENT
REQUIREMENTS
& UNDERGROUND CONDUITS SHALL BE SCHEDULE 80 PVC UNLESS
NOTED OTHERWISE
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9. CONDUIT RUNS SHALL HAVE A CONTINUOUS SLOPE DOWNWARD a?
AND AWAY FROM THE EQUIPMENT TO ALLOW WATER TO FLOW ?n n?a
AWAY FROM THE EQUIPMENT AND SHELTER. EXCAVATE TRENCHES
ALONG STRAIGHT LINES PRIOR TO INSTALLING CONDUIT TO
ACCOMMODATE ADJUSTING THE ELEVATION. AS NEEDED.

od 10. CONDUIT ENTERING EQUIPMENT SHALL BE SEALED WITH A
SEALANT THAT IS IDENTIFIED FOR USE WITH THE
. CABLE/CCNDUCTOR INSULATION. SHIELDING, ETC. -...
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FENCE CONTRACTOR SHALL COORDINATE WITH OWNER/TENANT cm n AS
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8 g O (2) 3/4' CONDUITS FROM CONSTRUCTION MANAGER FOR PLACEMENT OF SIGNAGE
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RACK (SEE SHEET E7) CONOUI FROM AUTOMATIC GENERATOR TO A-BOX LOW 12. PROVIDE CAP ON THE END OF ALL CONDUITS PROVIDE
TRANSFER SWITCH TO PTS VOLTAGE ALARM TO TELCO SIDE MARKER (REPAR) AT END OF CONDUITS. MARKER SHALL BE 478-091
O NEW A-5 PPC CABINET CABINET. OF A-BOX 120V BATTERY
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NEW AUTOMATIC TRANSFER POWER SIDE OF A-BOX (SEE
MANUFACTURER SPEC FOR ORANGE REPAR CAP.
CABINET SWITCH CONDUCTOR SIZE). 13. CONTRACTOR SHALL SUPPLY AND INSTALL TERMINAL BLOCK WET ASH SWAMP
O4 FUTURE N? SB000 EQUIPMENT
' 1' POWER CONDUIT FROM
10 AND WIRE FOR DOOR ALARMS ?aaum
POWER CONDUIT
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TRANSFER SWITCH CCONT
OILER 5915 14LL BRANCH ROAD
. 11 2-1/2" FLASH HEAD ASH, NC 28420
CONDUIT FROM HAZARD
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HAZARD LIGHTS MOUNTED wim nn[
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PLAN
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.
ATLANTIC SEAWINDS COMMUNICATION) ATLANTIC SEAWINDS
X-X-X-X--x-X-%-%-X-7T
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------------------------------- ATLANTIC SEAWN COMMUNICATION.

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COPPER GROUND WIRES ROOM BUSS BAR SHALL CAD
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--- ---
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16 OTHER AND THEN GROUND DIRECTLY TO TOWER WITH GREEN
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----
- - - - - - - - -- - - - - - - - -
- X-X-x-x-x-X X-x-X-X-X . COMPRESSION LUG CONNECTION - - - GROUND RING
NOTE CONTRACTOR TO BO ND EACH JUNCTION BOX SPECIAL NOTE ww •n SAD
TOGETHER WITH COMPRESSION LUGS, ALL JUNCTION
BOXES TO A-5 PPC CABINET, AND ALL JUNCTION ANY EXCEPTIONS TO THIS BASIC GROUNDING
ROUTING DESIGN
OR
DESIGN GUIDELINE a®? rn JMB
BOXES TO RF CABINET. THE WHOLE SYSTEM WILL
THEN BE GROUNDED TO PROPOSED ATLANTIC ,
,
MODIFICATIONS, SHALL BE DOCUMENTED AND /
SEAWINDS COMMUNICATION GROUND RING. DIMENSIONED BY WAY OF RED LINE DRAWINGS. N
IS THE RESPONSIBILITY OF THE SELECTED
478-091
CONTRACTOR TO INSURE THE NEWLY INSTALLED
GROUNDING SYSTEM MEETS THE STANDARD OF 5
S
3
8
/
& /
OHMS OR LESS. SEE GROUNDING NOTE

WET ASH SWAMP
SEE SITE PLAN FOR LOCATION OF CONCRETE PAD
1) THE GROUNDING FOR THE FUTURE PADS SHALL BE THE RESPONSIBILITY OF THE FUTURE CARRIER OR THEIR APPOINTED 4) R IS THE INTENT THAT AT NO TIME ARE THE GROUND LEADS TO BE INSTALLED BELOW THE SURFACE OF THOSE
PADS OR SHELTERS
U "x"°016` 771
OFSICNEE. RE
AREAS DESIGNATED FOR FUT 5915 MILL BRANCH ROAD
2) ALL GROUNDING LEADS TO FLOW CLOCK WISE TO INSURE A SMOOTH PATH TO GROUND RING WITHOUT KINKS OR SHARP 5) THE GROUND WIRE LEADS FOR FENCE POST CORNERS AND RADIALS ARE TO BE INSTALLED AND CAD WELDED TO
T CENTERS ASH, NC 28420
BENDS GROUND RODS ON MAX 20 FOO
3) CONTRACTOR SHAH UTILIZE THE 'FALL OF POTENTIAL-THREE POINT MEASUREMENT METHOD' UTILIZING THE AEMC-4500
MEASURING DEVICE OR APPROVED ATLANTIC SFAWINDS COMMUNICATION EOUAL ALL GROUND TESTING TO BE PERFORMED 6) THE CONTRACTOR SHALL DOCUMENT TEST RESULTS. REDLINE'THE DRAWINGS FOR THE LOCATION OF ALL
UNDERGROUND GROUNDING COMPONENTS AND PHOTOGRAPH WITH A DIGITAL CAMERA THE ENTIRE NEWLY INSTALLED am mu
t ND LAN
BEFORE CONNECTING TO POWER UTILITY GROUND AND PRIOR TO ANY BACKFILL OF GROUNDING TRENCHES. ELECTRICAL GROUNDING SYSTEM SYSTEM PRIOR TO BACKTILL OF ANY OPEN TRENCHES. AND DETAILS
CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO (2) INSPECTION PORTS FOR TESTING GROUNDING RESISTANCE CONTRACTOR '
SEE GROUNDING PLAN FOR APPROX. LOCATIONS.
MINIMUM NUMBER OF GROUND RODS INDICATED
7) GROUND WIRES TO TOWER GROUNDING SYSTEM SHALL ONLY BE CAD WELDED TO MANUFACTURERS GROUND LUG(S)
.
SHALL INSTALL THE
CONTRACTOR SHALL INSTALL ADDITIONAL GROUNDING AS REQUIRED TO ACHIEVE 5 OHMS OR LESS GROUND RESISTANCE. ONLY. (NEVER CAD WELD DIRECTLY TO TOWER STRUCTURE) .
?? 1 E2
GROUNDING PLAN
NOTES AND SPECIFICATIONS;
1. ALL ELECTRICAL WORK SHALL COMPLY WITH NEC. STATE, AND LOCAL CODES.
2. CONTRACTOR SHALL OBTAIN OWNER/TENANT EQUIPMENT DRAWINGS AND REVIEW FOR ADDITIONAL DETAILS AND REQUIREMENTS THAT MAY NOT BE SHOWN IN THESE DRAWINGS CONTRACTOR SHALT. COMPLY WITH ANY BE ADDRESSED IN THE
EOUIPMENT DRAWINGS
3. THE GROUNDED SERVICE CONDUCTOR (NEUTRAL CONDUCTOR) SHALL BE GROUNDED AT THE SERVICE DISCONNECT ONLY.
4. ALL POWER CIRCUITS SHALL USE COPPER CONDUCTORS WITH THHN/THWN INSULATION. ALL TERMINATIONS SWILL BE RATED FOR AT LEAST 75 DEGREES C.
5. CONTRACTOR SHALL PROVIDE GROUND FAULT CIRCUIT INTERRUPTER (GFC0 TYPE RECEPTACLES FOR ALL UTILITY RECEPTACLES.
6. CONTRACTOR SHALT. ENSURE ALL NEUTRAL CONDUCTORS HAVE WHITE INSULATION AND EQUIPMENT GROUND CONDUCTORS HAVE GREEN INSULATION. COLOR TAPE IDENTIFICATION OF THESE CONDUCTORS IS NOT ALLOWED.
7. CONTRACTOR SHALL CONTACT THE LOCAL ELECTRICAL UTILITY AND OBTAIN, IN WRITING, THE MAXIMUM AVAILABLE FAULT CURRENT AT THE UTILITY SERVICE POINT. THE CONTRACTOR SHALL ENSURE ALL ELECTRICAL. EQUIPMENT, CIRCUIT BREAKERS,
DISCONNECTS. FUSES, AND PANEL BOARDS HAVE A FAULT CURRENT INTERRUPTING RATING GREATER THAN THE AVAILABLE FAULT CURRENT.
STEP DOWN TRANSFORMER
BY UTILITY BY LOCAL U ILITY
INCOMING HIGH
VOLTAGE SERVICE T20/240V, 1 PHASE,

BY LOCAL VfB.TTY 3- SECONDARY
2/0 AWG
MBJ 20-KW GENERATOR WITH
2 PARALLEL. RUNS 2/0 AWG AUTOMATIC TRANSFER
OF 3-500 KCMIL CEC SWITCH.
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AND
PROPOSED METER
V
l
T
F] 190
SERVICE DISCONNECT.
(SEE NOTE 7) v
4
'MDP'
PANEL
200A
120/240VAC
MCB
' M D P' PANEL 120/24W SINGLE PHASE 3 WIRE MIN. 10 WC, NEMA 3R
2P-125A BACKFED MAIN BREAKER
NEUTRAL (100X) IN TOP GROUND BAR IN TOP
LOAD IN KVA LOAD IN KVA
A
0.00 B
--- DESCRIPTION
BACKFED MAIN EWER TRIP
2P-125 CKT
1
ZN4-+.rl CKT
17 TRIP
-60 DESCRIPTION
SURGE SUPPRESSOR A
0.00 B
--

0.00
- .00
--
0.00 BACKFED MAIN BREAKER
SPARE
SPARE 2P-125
1P-15
- 2 18
19
0 2P-60
2P-50
P-50 5 RG SU RESSOR
S-8000 BIN MAI N
-8000 CABIN (MAIN BTS ---
4.20 0.00
-
4.20

0.00 PAR
SPARE 1P-15
P-15 5
6 1-, 1
22 2P-b0
-50 S-8000 CAUINLISulmilyN B1S
S-BWO CA81 IXTFNSI B 4. 0
--- -
0.00 SPARE P- 5 - 0 .00
.00 SPAR 10-15 B 24 1 F -T5 ARE 0.00
0.00 SPARE 1P-15 9 25 iP-15 SPARE 0.00
0.00 SPARE 1P-15 10
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2
BLANK
---

0.00
--- SPAR 1P-1 1 2
- BLAN 0.00
SPAR P-15 1 28 -1 SPARE
--- 0.00
0.00 SPAR 1P- 29 -15 SPARE -
0.00 PARE
30 - 0 TELCO F 0. 18
.00 SPARE 1P-15 15 31 -1P- 5 GFC RECEPTACLE 0.18
0.00 SPARE /P-15 16
2
1 -15
PTS OR
-- 0.18

NOTE BACKFED CIRCUIT BREAKER SHALL BE SECURED IN PLACE BY ADDITIONAL
A PER PHASE
AMPS PER PHASE e
6
1'50
.
8.76
7,100
FASTENER IN ACCORDANCE WITH NEC ART. 408.16(F) JUIAL E D
1. LOLL CODE INSPECTOR MAY REQUIRE GROUNDING ELECTRODE CONDUCTOR
CONNECTION WITHIN UTILITY METER (ACCESSIBLE FOR INSPECTION AND TESTING
PURPOSES).
2. THE GROUNDING ELECTRODE CONDUCTOR (GEC) FROM THE SERVICE DISCONNECT
NEUTRAL TO THE GROUNDING SYSTEM MUST BE CONTINUOUS WITHOUT SPLICES EXCEPT
SERVICES IF MADE BY EXOTHERMIC WELD OR IRREVERSIBLE COMPRESSION-TYPE CONNECTORS
PROTECTION (SEE NEC ART. 250.64 (C))
ENCLOSURE MAIN DISCONNECT A'
A-5 PPC IY
'A ROX'
INCOMING
MEIEfi •
CONDUCTOR
NEUTRAL UCTOR UTILITY
•
200A AWN
BREAKER 2P
I 3-3 AWC,
L lOOA GEN 8 AWG EG,
BREAKER 2P
10 KAIC
200A SPARE
BREAKER 2P MOV
SURGE
PROTECTION
2-3/4- PVC
CHARGER
AND ALARM
2 AWC BARE
TINNED C
SINGLE-LINE DIAGRAM
TRANSFORMER
•
O •
?- MASTER GROUND BAR 1
PROVIDED WITH _L
SERVICES PROTECTION
ENCLOSURE-AS
GROUND ELECTRODE 2 AWC BARE SOLID -.,A- (BY LOCAL. UTILITY) - TINNED COPPER TO
GROUND RING
ISM-1 1 TYPICAL GROUNDING BLOCK DIAGRAM
ATLANTIC TELEPHONE
MEMBERSHIP CORP.
ATLANTIC SLAWINDS
COMM MCAT O M LLC
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GROUND DETAIL E-5/2
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478-091
• ATLANTIC SEAWINDS
.G • COMMUNICATION
41 GROUND RING. 2
TO CABINET AWG BARE SOLID WET ASH SWAMP
BONDING TINNED COPPER
s¢ •oam
2 AWC BARE SOLED S91S MILL BRANCH ROAD
TINNED COPPER ASH, NC 28420
SINGLE-LINE
SINGLE POINT DIAGRAM, PANEL
GROUND ROD WITH SCHEDULE
INSPECTION WELL
axm mwat
rods, 2 E3
ATLANTIC TELEPHONE
GATE FENCE MEMBERSHIP CORP.
TOP OF GROUND ROD, 30' POST
MIN. 8' BELOW FROSTUNE ATLANTIC SEAWINDS
(WHICHE HEVER S DEEPER) HORIZONTAL 70 Ca9MMGnaNS, I1.C
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CONNECTION TREATED ANGLE AWAY FROM ?
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OUND ROD GRAD sso
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CORNER
FENCE
S/S NUT POST
COMPACTED 24' TRENCH OR AS READ -
FRL BY POWEIVIELEPHONE CO. S/S BELLEVILLE WASHER FENCE
UNEXCAVATED FABRIC
? HIGH TENSILE ELASTIC S/S FLIT WASHER
Q WARNING TAPE
GRAVEL FILL COMPACTED, (NO 2 AWE TNND SOLID BARE
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REQUIREMENTS ."'-
GROIR•1D ROD 5/8' x $' 19
.

TYP. UTILITY CONDUIT TRENCH SECTION 4
LUG DETAIL
5
N.rs WALE
FENCE GROUNDING DETAIL
s
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NON-THREADED • 6' DIAMETER x 3' PVC SLEEVE.
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FINISH FINISH
" GRADE 478-091
EARTH

GROUND LEAD TO ST
GROUND LEAD TO 2 AWC SOLID, TINNED BARE
COPPER TEST LOOP
MASTER BUS QUARTTRWAVE STUB
WEE ASH SWAMP
I GROUND
SRC Na 8 AGGREGAT
DEEP.
CR-e CRUSH RUN MIN
ma EARTH
SRC No. 8 AGGREGATES OR SRC
CR-6 CRUSH RUN MW. 12'
__T 5915 MILL BRANCH ROAD
ASH, NC,28420

C1

8'- ?1NECT
ION

'N°r 1Re
CONNE
CONNECTION ON ELECTRY
DRIVEN COPPER CLAD DRIVEN COPPER CLAD
'
'
' DETAILS
GROUND ROD 5/8'x6'-0' x8
-0
GROUND ROD 5/8
xm xux<x
SINGLE POINT GROUND INSPECTION PORT DETAIL w;'a ' 7 INSPECTION PORT DETAIL N°:a ' 8 E4
TELCO
CABINET
DOOR
SWITCH
N/O
R
CON
N/C G
ATLANTIC SEAWINDS COMMUNICATION
EXTERNAL BTS ALARM INTERFACE PHYSICAL WIRING STANDARD
DETAIL
POWER
CABINET
DOOR
SWITCH
N/0
COIN
N/C
MATERIAL NEEDED:
-DUAL. POSITION, TEN PIN TERMINAL BLOCK. IDEAL PART NUMBER f 89-210 OR ; 89-410
-8 FEET OF 4 CONDUCTOR CABLE, CONDUCTORS 22 AWO, SOLID (STANDARD TELEPHONE WIRE IS OK)
-ARROW STAPLE GUN, WITH T25 U SHAPED CABLE STAPLES
-TWO f8 X 3/4' SELF TAPPING PHILLIPS HEAD SCREWS TO MOUNT TERMINAL BLACK
-APPROPRIATE LASELJ14G DEVICE (SHARPIE PERMANENT MARKER. OR BROTHER P TOUCH LABEL MAKER IS ACCEPTABLE).
-3M UY TYPE SCUTCHLOCK.
:
INSTALLATION
1. MOUNT THE TERMINAL BLOCK IN. THE TELCO SIDE OF THE ABOX. FACING THE ABOX TELCO COMPARTMENT, THE TERMINAL BLOCK SHALL BE MOUNTED WITH
TWO NUMBER 8 X 3/4' SCREWS TO LEFT HAND SIDE OF CABINET PLYWOOD. THE TERMINAL BLOCK SHALL BE MOUNTED 6 INCHES FROM THE TOP OF THE
CABINET, AND 6 INCHES FROM THE OUTSIDE DOOR EDGE OF THE PLYWOOD.
2. LABEL THE TERMINAL BLOCK ON THE OUTSIDE DOOR EDGE AS FOLLOWS: THE FFM AND SIXTH PINS FROM THE TOP OF THE TOP OF THE BLOCK SHALL BE
LABELED AS FOLLOWS: A BOX DOOR'. ALL OTHER PINS TO BE LEFT WITHOUT LABELS.
3. WIRE THE DOOR SWITCHES IN SERIES USING THE 22 AWG CABLE USE ONLY TWO OF THE FOUR CONDUCTORS. TWO OF THE CONDUCTORS ARE SPARES
4. CUT A PIECE OF CABLE TO REACH FROM THE POWER SIDE OF THE A BOX TO THE DOOR SWITCH LOCATED ON THAT SIDE. CONNECT ONE WIRE TO COMMON
'C' AND THE OTHER WERE TO NORMALLY OPEN 'NO'.
5. FISH THIS WIRE THRU THE GROMMET HOLE IMMEDIATELY BEHIND THE SWITCH, AND INTO 1HE )4' HOLE IN THE REAR PANEL OF THE AC SIDE OF THE A
BOX. DIRECTLY AND ABOUT 6' BEHIND THIS SWITCH.
S. STRIP ONE WIRE OF THE TWO CONDUCTORS FROM THE POWER PANEL DOOR SWITCH TO TERMINAL '5; LEAVE THE OTHER ONE UNCONNECTED FOR NOW. DO
NOT STRIP THIS WIRE
7. CUT A PIECE OF CABLE TO REACH FROM THE TELCO SIDE A BOX DOOR SWITCH LOCATED ON THE RIGHT SIDE CONNECT ONE WIRE TO COMMON 'C' AND
THE OTHER WIRE TO NORMALLY OPEN 'NO. '
B. ROUTE THIS CABLE OVER TO THE TERMINAL BLOCK ON THE LEFT SIDE STRIP AND CONNECT ONE OF THE CONDUCTORS TO TERMINAL f S.
9. USING A 3M SCOTCHLOCK, INSERT THE TWO UNSHIPPED WIRES FROM EACH DOOR SWITCH INTO THE SCOTCHLDCK, AND USING PLIERS OR A SCOTCFAACK
TOOL, COMPRESS THE UY CONNECTOR THAT WILL CONNECT THESE WIRES.
10. NEATLY AND IN AS STRAIGHT A LINE AS POSSIBLE, SECURE THE CABLE COMING FROM EACH SWITCH OVER TO THE TERMINAL BLOCK WITH T25 U TYPE
CABLE STAPLES. STAPLE THE WIRE A MINIMUM OF EVERY 4 INCHES.
11. TEST THE ALARM SWITCHES USING AN OHMMETER AT THE TERMINAL BLOCK CONNECT ONE LEAD TO TB PIN 5 AND THE OTHER TO TB PIN 6. CLOSE THE
POWER PANEL DOOR. PULL THE PLUNGER OUT ON THE TELCO DOOR SWITCH. A LOW RESISTANCE READING OF A FEW OHMS AT MOST SHOULD BE READ.ON
THE METER. NOW. OPEN THE REAR DOOR. AND WITH THE OHMMETER STILL CONNECTED TO THE TERMINAL BLOCK. A HIGH RESISTANCE READING OF INFINITY
OHMS SHOULD BE READ.
WIRES FRt GROUND WIRES FROM WIRES FROM WIRES FROM -
(NUMBER GROUND KITS GROUND KITS GROUND KITS
COAXIAL ) (NUMBER OF (NUMBER OF (NUMBER OF -
COAXIAL CABLES) J J COAXIAL GABLES) H COAXIAL CABLES)
CONNECT GROUND WIRES TO 1/4'X4'XI5' CONNECT GROUND WIRES
GROUND BAR WITH 2-HOLES LUGS. COPPER GROUND TO GROUND BAR WITH
ALL SURFACES TO BE COATED WITH BAR (TYP) 2-HOLES LUGS. ALL
KOPR-SHIELD. (TYP)
000000 0
0000 0
0
000000
0 SURFACES TO BE COATED
WITH KDPR-SHIELD.
00
000000 0 000000 0 00000 0 00
000000

1 00000 0 0000
4-X4-XI
CO
0
1 00000000 000000000 00 00000 PPER GROUND 00000
BAR
CONNECT GROUND WARES TO 2 AWG TO
GROUND BAR WITH 2-HOLES GROUND BAR
LUGS. ALL SURFACES TO BE WITH CADWELO
BUSS EWt SFIALL BE BONDED TO THE COATED WITH KOPR-SHIELD.
TOWER USING A GREEN INSULATED 4
AWG STRANDED COPPER WIRE THE SECTOR BUSS BARS TO BE CAOWELDED 2 AWG BARE TINN
SOLID COPPER WIRE
BONDING STRAP SHALL BE CADWELDED TO EACH OTHER USING A GREEN
TO THE BUSS BAR. INSULATED 4 AWG STRANDED COPPER CADWEIDED TO
EQUIPMENT GROUND
WIRE RING.
TOP OR INTERMEDIATE GROUND BAR LOWER GROUND BAR
CONNECTION DETAIL CONNECTION DETAIL
CONNECT GROUND WIRES
TO GROUND BAR WITH
2-HOLES LUGS. ALL
SURFACES TO BE COATED
WITH KOPR-SHIELD.
WIRES FROM
GROUND KITS
(NUMBER OF BUSS BAR
2 AWG BARE
CORRESPONDS 2-HOLES LUG SOLID TINNED
WITH COAXIAL COPPER FROM
CABLES) 4TH TERMINAL To
CADWElD SINGLE POINT
GROUND.
GROUND WIRE
CADWEDED TO 000 00000
BUSS BAR 000 0000
00000000
00000000
TO GROUNDING
SYSTEM
TELCO
CABINETS
GROUND BAR
GROUND BAR END VIEW TELCO GROUND BAR
DETAIL CONNECTION DETAIL
ATLANTIC TELEPHONE
MEMBERSHIP CORP.
ATLANTIC SAWINDS
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--
WET ASH SWAMP
5915 MILL BRANCH ROAD
ASH, NC 28420
I--
ELECTRICAL
DETAILS
MT
GROUND BAR CONNECTION DETAIL °CAiF1: 2 E5
IDEAL IBT-300
SINGLE-POW
GROUND
TELCO
CABINET'S
GROUND BAR
PIS PEDFSTAL
TO SINGLE-POINT
///--- GROUND ROD AND
INSPECTION SLEEVE.
TO EXTERNAL
GROUND BAR FACTORY
FACTOR' AU-ED
INSTALLED
TELCO
CABINET
PEDESTAL
GROUNDING THE AS PPC
SINGLE-PONF
/- GROUND
Pfl TELCO
CABINET
RF CHAMBER
PPCS JUNCTION
Box
GROUNDING BETWEEN THE CABINETS
SECOND RF CHAMBER'S
JUNCTION Box ¦1¦ JUNCTION Box
PTS TELCO
CABINET
PTS'S GROUND
BAR

OPTIONAL
PTS
OPTIONAL PTS'S
JUNCTION BOX
OPTIONAL FOURTH
JUNCTION BOX
ATLANTIC TELEPHONE
MEMBERSHIP CORP.
ATLANTIC SEAWINDS
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478-091
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WET ASH SWAMP
5915 KILL BRANCH ROAD
ASH, NC 28420
aar -
ELECTRICAL
DETAILS
aar MiYlfl,
E6
GENERAL NOTES:
1-ALL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE. STATE BUILDING CODES AND 6-SHOW LOCATION (INCLUDING DIMENSIONS) OF ALL CAPPED UNDERGROUND CONDUIT ON FINAL AS-BUILT
THE LOCAL BUILDING CODES. ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES AND EQUIPMENT DRAWINGS SUBMITTED TO OWNER.
SHALL BE LABEL LISTED BY A NORTH CAROUNA APPROVED THIRD PARTY TESTING AGENCY.
7-COORDINATE EXALT lAGT10N OF UNDERGROUND FEEDERS AND dRWRR( WITH THE DINNER
2-REFER TO SITE LAYOUT PLAN FOR THE EXACT LOCATION OF H-FRAME
B-CONTRACTOR SHALL COORDINATE EFFORTS WITH (LOCAL., ELEMI AL) AUTHORITY HAVING JURISDICTION (AHJ) AND
3-CONTRACTOR TO COORDINATE WITH LOCAL UTILITY COMPANY FOR METER, OTHER TRADES TO DETERMINE -FROST- LINE, AND TYPE(S) OF RACEWAYS REQUIRED FOR INSTALLATION.
4-CONTRACTOR TO PROVIDE AND INSTALL METER SOCKET. 9-BOND ALL ELECTRICAL EQUIPMENT TO RACK.
5-CONTRACTOR TO LOCATE METER RACK TO ENSURE WORKING SPACES REQUIRED BY THE NEC 10-DIMENSIONS SHOWN ARE APPROXIMATE AND MAY BE ALTERED IN THE FIELD AS APPROVED BY OWNER TO
ART. 11026), STATE. OR LOCAL CODES ARE MAINTAINED BOTH ON THE FRONT SIDE AND THE BETTER SUIT ACTUAL CONDITIONS OR EQUIPMENT RECEIVED.
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