HomeMy WebLinkAbout20030014 Ver 1_COMPLETE FILE_20030108
WATT,
QG
T_
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
January 30, 2003
DWQ# 03-0014
Cabarrus County
Towercom East Coast, LLC
C/O Mr. Gerald A. Muldowney
7411 Fullerton St., Suite 200
Jacksonville, FL, 32256
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Muldowney:
You have our approval, in accordance with the attached conditions, to place permanent fill in 36 linear feet of perennial streams in
order to construct a road crossing at the Boy Scout Camp Road Wireless Telecommunications Facility in Cabarrus County, as described
in your application received complete by the Division of Water Quality on January 27, 2003. After reviewing your application, we have
determined that this fill is covered by General Water Quality Certification Number 3375, which can be viewed on our web site at
http://h2o.enr.state.nc.us/ncwetiands. This Certification allows you to use Nationwide Permit Number 14 when it is issued by the U.S.
Army Corps of Engineers. In addition, you should get any other federal, state or local permits before you go ahead with your project
including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. Also this approval
will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project, you must
notify us in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner
must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland
and/or stream fills for this project (now or in the future) including future phases of this subdivision exceed one acre or 150 linear feet of
perennial streams, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (4). For this approval to be valid, you
must follow the conditions listed in the attached certification, as well as the additional conditions listed below:
1. The culvert must be designed, constructed and placed to allow aquatic life passage;
2. Site-specific stormwater management shall be designed to remove 85% TSS according to the latest version of DWQ's Stormwater
Best Management Practices manual at a minimum.
3. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401 Certification
has been completed.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days
of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, Mail Service Center 6714, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone Mike Parker in DWQ's Mooresville Regional Office at 704-663-1699 or Cyndi Karoly in the Central Office in
Raleigh 919-733-9721. /1 A
AW K/cbk
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Mooresville DWQ Regional Office
Central Files
File Copy
Gerald Muldowney, Dynan Group, 2101 Sardis Road North, Suite 118, Charlotte, NC, 28227
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 (919) 733-7015
030014
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Customer Service
1 800 623-7748
0V William G. Ross Jr., Secretary
1
QG North Carolina Department of Environment and Natural Resources
` y Alan W. Klimek, P.E., Director
r Division of Water Quality
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Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: 919-733-1786
Fax #: 919-733-6893
Fax To: kev;,N ?kt,%
Company:
Number of pages including cover sheet: I
Notes or special instructions:
Fax #: -o4 r1 3Z1- °a55
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N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
(919) 73371786 (phone), 919-733-6893 (fax), (http://h2o.enr.siate.nc.us/ncwetlands
?oY vv' "Chj William G. Ross Jr., Secretary
QG North Carolina Department of Environment and Natural Resources
?0 y- Alan W. Klimek, P.E., Director
Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Fax To:
Company: -
Number of pages including cover sheet: 2
Notes or special instructions:
Date: 1 -7 16:3
T?1Oj eE?k'?? c_A1icv? ?¢ lS 3?M Y 4O ?klO?GYTr, btvNOV
Contact Information: Phone #: 919-733-1786
Fax #: 919-733-6893
lCev;n M u..ldowqe4 Fax 7o4) 32j- 06 55
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
(919) 733-1786 (phone), 919-733-6893 (fax), (http://h2o.enr.siate.nc.us/ncwetlands
Office Use Only' Form Version May 2002
USACE Action ID No. DWQ No.
- -- c - _u_ - &L- :_ .,a ...L..,.... .-.4..-"KI-4 V.I.AI/All
(If any parliculal 1tC111 10 1 Ivt aPN11t,au1V tv lI 110 Ni vjw?, ?, „G,
1. Processing
1.
Check all of the approval(s) requested for this project:
Section 404 Permit ? Ripa
Section 10 Permit ? Isola
401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:14
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: TOWERCOM EAST COAST, L.C.C.
Mailing Address: 7411 Fullerton Street. Suite 200
Jacksonville Florida 32256
Telephone Number: (904) 880-8887
E-mail Address:
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: GERALD A. MULDOWNEY, P.E.
Company Affiliation: DYNAN GROUP. P.C.
Mailing Address: 2101 SARDIS ROAD NORTH, SUITE 118
CHARLOTTE NC 28227
Telephone Number._ (704) 617-9100 Fax Number: (704) 321-0055
E-mail Address:
Fax Number: (904 880-8872
I>--- A _-F 1 C
III. Project Inforr»ation
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 N RCS 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: Boy Scout Camp Road Wireless Telecommunications Facility
2. T.I.P. Project Number or State Project Number (NC DOT Only): N/A
3. Property Identification Number (Tax PIN): 5603 3188 93 0000
4. Location
County: Cabarrus Nearest Town: Kannapolis
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): See attached plan set
cover sheet
5. Site coordinates, if available (UTM or Lat/Long): 35 deg 28 min. 28 sec. N / 080 deg. 39
min. 52 sec. W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Parent Tract = 34 acres +/-
7. Nearest body of water (stream/river/sound/ocean/lake): Irish Buffalo Creek
8. River Basin: YADKIN
(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/.)
Office Use Only:
USAGE Action ID No.
DWQ No.
Form Version May 2002
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. 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
2. Nationwide, Regional or General Permit Number(s) Requested:14
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: TOWERCOM EAST COAST L.C.C.
Mailing Address: 7411 Fullerton Street Suite 200
Jacksonville Florida 32256
Telephone Number: (904) 880-8887 Fax Number: (904 880-8872
E-mail Address:
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: GERALD A. MULDOWNEY P.E.
Company Affiliation: DYNAN GROUP P.C.
Mailing Address: 2101 SARDIS ROAD NORTH SUITE 118
CHARLOTTE NC 28227
Telephone Number: (704) 617-9100 Fax Number: (704) 321-0055
E-mail Address:
D- A of 1 G
1.
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: Boy Scout Camp Road Wireless Telecommunications Facilit
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 5603 3188 93 0000
4. Location
County: Cabarrus Nearest Town: Kannapolis
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): See attached plan set
cover sheet
5. Site coordinates, if available (UTM or Lat/Long): 35 deg 28 min. 28 sec. N / 080 deg. 39
min. 52 sec. W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Parent Tract = 34 acres +/-
7. Nearest body of water (stream/river/sound/ocean/lake): Irish Buffalo Creek
8. River Basin: YADKIN
(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/.)
Do nu '7 of 14
9. Describe the existing conditions on the site and general land use in the vicinity of the
project at the time of this application: The existing site is wooded and sloping. The
maiority of land use in the vicinity is agricultural and agricultural/residential.
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project is a commercial use The proposed wireless telecommunications
facility is a private unmanned secured facility, which is not open to the public.
The total disturbed area associated with the proposed construction is 0.53 acres.
The constructed improvements will consist of a steel monopole tower attached to
a concrete foundation with an electronic equipment cabinet mounted on a
concrete pad The compound is fenced with a washed gravel surface. The access
road surface is NCDOT ABC road gravel A crane will be employed to erect the
tower, a rubber wheeled front-end loader with backhoe will be utilized in the
construction process.
11. Explain the purpose of the proposed work: The proposed project is a commercial use
providing essential services, wireless telecommunication, to the surrounding
community.
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. N/A
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.
None anticipated
D-n 9 of 19
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. The applicant must
also provide justification for these impacts in Section VII below. All proposed impacts,
permanent and temporary, must be listed herein, and must be clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and
perennial) must 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: Placement of a driveway
culvert within creek bed to facilitate ingress/egress to the facility.
2. Individually list wetland impacts below:
Wetland
Impact
Site Number
(indicate on
map)
Type of
Impact Area
of
Impac
t
(acres
Located within
100-year
Floodplain""
(yes/no)
Distance to
Nearest
Stream
(linear feet)
ype of Wetland'"'
hanized I
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mec c eanng,
grading, fill, excavation, flooding, ditching/drainage, etc. For dams,, separately list impacts due to both structure and flooding.
100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-
9616, or online at http://www.fema.gov.
List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver
pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
D- 0 of 1 C
3. Individually list all intermittent and perennial stream impacts below:
Stream
Impact Site
Number
(indicate on
map
Type of
Impact Length
of
Impact
linear
(
feet
Stream Name" Average
Width of
Stream
Before
Impact
Perennial or
Intermittent?
specify)
(please
A/C3.10 Culvert 36 UT Irish Buffalo 8' Perennial
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-
rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net
loss/gain), stabilization activities (cement wall, rip-rap, crib wall, 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.
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the
nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or
online at www.usos.gov. Several internet sites also allow direct download and printing of USGS maps (e.g.,
www.topozone.com, www.mapouest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 36'
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds,
Atlantic Ocean and any other water of the U.S.) below:
Open Water
Impact
Site Number
(indicate on
map)
ype of Impact* Area
of
Impac
t
(acres
)
Name of Waterbody
(if applicable)
Type of Waterbody
(lake, pond, estuary,
sound, bay, ocean,
etc.)
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
D- In of 1 c
3
r
5. 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.):
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.
The proposed facility was sited based on RF need with the consideration of
zoning setback issues We have proposed to utilize an existing crossing point of the
creek, which currently is unimproved except for rubble which over the years, has
been placed in the streambed The proposed facility will generate a minimum of
traffic over the driveway culvert, about 8 trip ends per month when fully developed.
NCDOT approved environmental fencing/engineering fabric will be utilized during
construction to control sediment flow and turbidity in the creek bed.
n.,,.o 11 of i c
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 March 9, 2000, 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 NCWRP 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/ncwetiands/strmqide.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.
Mitigation is not proposed in association with the proposed development
because the anticipated impacts are below the required threshold.
2. Mitigation may also be'made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the
NCWRP at (919) 733-5208 to determine availability and to request written approval of
mitigation prior to submittal of a PCN. . For additional information regarding the
application process for the NCWRP, check the NCWRP website at
http://h2o enr state.nc.us/wrp/index.htm. If use of the NCWRP is proposed, please
check the appropriate box on page three and provide the following information:
Dn nA V) -4 '1 C
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):.
Amount of Coastal wetland mitigation requested (acres):
IX.
X.
Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No ^ )VI
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 (919) 733-5083 to review current thresholds for environmental
documentation.
Yes ? No ?
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 ?
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
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No DQ If you answered "yes", provide the following information:
Dn- 11 of 14
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.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement,
Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all
appropriate information as identified within 15A NCAC 213 .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
A total semi impervious surface of 0.49 acres is proposed by this development.
The total proposed impervious is 0.04 acres The total acreage of the development is
1.42 acres The parent tract is approx 34 acres. The development will employ best
management ractices when dealing with the control of sediment flow and erosion.
All disturbed areas shall be seeded and mulched.
Dnn. 1 A of 1 C
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.
THIS IS AN UNMANNED FACILITY. SANITARY SEWAGE WILL NOT BE
GENERATED BY THIS DEVELOPMENT.
XIM 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. 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 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).
NONE
//PL+ / a z,
ppliicant/z4gent±s'Signaturer Y Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Dn nn 1 A .,f l A
TOWERCOM L=AST COAST, L ,L,C,
SITE NAME: BOY SCOUT CAMP ROAD
PROPOSED 1701 MONOPOLE TOWER,
' WITH ANTENNAS 4' LIGHTNING ROD
i'luJ•?{? w
AND EQUIPMENT PADS
SITE DEVELOPMENT PLANS
FROM CHARLOTTE, NC, TAKE I.85 NORTHBOUND TO EXIT
55IHWY 73. AT TOP OF RAMP TURN LEFT ON TO HWY 73
TO ORPHANAGE ROAD APPROX. 0.25 MILES. TURN RIGHT
ON ORPHANAGE ROAD FOR APPROX. 0.5 MILES TO DEAD
END. TURN LEFT ON TO TRINITY CHURCH ROAD FOR
APPROX.1 MILE THEN TURN RIGHT ON TO BOY SCOUT
CAMP ROAD. PROCEED FOR APPROX. 2.5 MILES ON BOY
SCOUT CAMP ROAD, THEN TURN RIGHT ON TO ROGERS
LAKE ROAD. TAKE ROGERS LAKE ROAD APPROX. I MILE
TO ACCESS ROAD ON THE RIGHT.
l DIRECTIONS TO SITE J
150
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VICINITY MAP
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LOCATION MAP
SITE NAME: BOYSCOUT CAMP ROAD
SITE ADDRESS: 4465 ROGERS LAKE ROAD
KANNAPOLIS, NC28081
CURRENT ZONING.' AGRICULTURAL
TAX MAP No,: 5603 3188 93 0000
PROPERTYOWNERS: RAY M. HOLLAND
4465 ROGERS LAME ROAD
KANNAPOLIS, NC28081
PHONE (104)-938-1691
CONTACT PERSON: RAY M. HOLLAND
4465 ROGERS LAKE ROAD
KANNAPOLIS, NC28081
PHONE.- (704)-938.1697
APPLICANT.' TOWERCOM EAST COAST, L. L. C.
7411 FULLERTON STREET
BUILDING 3, SUITE 200
JACKSONVILLE, FLORIDA 31256
PHONE: (904)-880-8887
FAX.' (904)-880.8872
CONTACT PERSON: DAVID 80EFF
EXECUTIVE VICE PRESIDENT
TOWERCOM FAST COAST, L,L.C
PHONE' (904)-880.8887
PROJECT SUMMARY
POWER COMPANY:
DUKE POWER
(704)-594-9400
TELEPHONE COMPANY:
CT COMMUNICATIONS
(800)-617.8595
UTILITY COMPANIES
SHEET N0. DESCRIPTION
C1.00 COVER SHEET
C1.10 LEGEND AND SITE DATA
C1.20 GENERAL NOTES
C1.30 GENERAL NOTES
CIAO BOUNDARYINFORMA77ON
C2.00 MASTER SITE PLAN
C2.10 EXISTINGFEATURES
C2.20 PROPOSED IMPROVEMENTS
03.00 TOWER ELEVATION AND ENGINEERING
DETAILS
03.10 ENGINEERING DETAILS
03.11 ENGINEERING DETAILS
03.20 FENCE DETAILS
E1.00 GROUNDING SITE PLAN
E2.00 GROUNDING DETAILS
SHEET INDEX
r- -N
TOWERCOM
EAST COAST, L.L.C.
7411 FULLERTON STREET
BUILDING 3, SUITE 2DO
JACKSONVILLE, FLORIDA 32256
PHONE: (904)-880.8887
FAX: (904)-880-8872
j
NAN R U
Pt
P
CIVIL ENGINEERS
2101 SARDIS ROAD NORTH, SUITE 118
CHARLOTTE, NORTH CAROLINA 28227
PHONE: (704) 617.9100
FAX: (704) 321-DOSS
SCALE VERIFICATION
O BAR IS ONE INCH ON iw
ORIGINAL DRAWING.
IF NOT ONE INCH ON
THIS SHEET ADJUST
SCALES ACCORDINGLY.
SCALE: N.T.S.
CRIIS DRAWING MAY NOT BE COPIED OR
PRODUCED WITHOUT THE EXPRESS
WRITTEN CONSENT OF
DYNAN GROUP PC.
APPROVALS DATF'
ROJ. MANAGER:
OWERCOM:
ROPERTY OWNER'
DESIGNED: GAM
DRAWN: MR
CHECKED: GAM
DATE: 09/1510
JOB NUMSEN 174-
VD LE>EW'/D?'W,rt7 ?RCMg17400t
k -AL"'; VEY
IC: 27752 GRp
woAn ['AO .'P A
aim nANow wa ms:
? v 7x/j
JO5,NLFO r1T17N
TGIPERCCM 4ITER 163
BOY SCOVT CAMP, ROAD
KANNAPOOS, NORTH CAROLINA
170' MONOPOLE
COMMUNICATION TOWER
SHEET TITLE
COVER
SHEET
SHEET NUMBER
C1.00
77
Q
r
ri
c,
c?
i
t;
d
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4
7
C
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a
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I,.
i
EXISTING LEGEND PROPOSED
-`"1'0-'- '- Elevation Contour 50
a.W!..., .., Sanitary Sewer Line & Manhole SSMH ?t
W Water Line and Valve --y 0 4 w_
?"f.) - at'- - Storm Line & Manhole -@-ST--
Underground Electric Line -UOE-
- °-?fi-- - Overhead Power Line -ovii-
-- --'Ug Underground Gas Line call
- 4------- Underground Telephone Line -UGT-
-- - - Barbed Wire Fence --N X
- - Wire Fence n n
--- w------ Wood Fence - w
---.r ----- 8' Chain Link W/ Overhead Security -o -
Light J?(
Utility Pole ?J
-} Woad Power Pole
Telephone Pedestal
--- Guy Anchor
0? Well
Water Meter
Fire Hydrant FH¢-?4a3
Tree To Be Removed
Tree
Tree
d Tree
Tree
Shrubs $?
Q} Project Benchmark
Gravel Surface
Concrete Surface '
WZt.o- Cleanout c o 0
FF- Floor Elevation FF.=
Tree Barricade -TB-
Temporary Silt Fence }
on. am: m Drainage Divide
Drainage Swale
Temporary Diversion r TO f-
12" Area Drain
Storm Surface Inlet
Storm Curb Inlet 8
r Storm Structure Identification T-
Spot Elevation 137.0
Direction of Surface Drainage Flow --y4-
Culvert
Note:
This standard legend is all inclusive and may
include items not found in this set of plans.
ABBREVIATIONS:
ES LANDSCAPE
EXI5T EXISTING
CL CENTER LINE
FF FINISH FLOOR
WV WATER MAIN
S/W SIDEWALK
R/W RIGHT OF WAY
EIP EDGE OF PAVEMENT
A/C ASPHAL77C/CONCRETE
0G CURB AND GUTTER
CONC CONCRETE
PAVE PAVEMENT
NCDOT NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
AFG ABOVE FINISH GRADE
BFG BELOW FINISH GRADE
AGL ABOVE GRADE LEVEL
TOS TOPOFSLOPE
5/
E(A/C PAVE
.00 lXIS77NGLIMEROCKROAD
E k?S7TNGDIRT ROAD
Q 0 INDICATESSEC7ON A"
ONSHEETC2.10
INDICATESDETAIL "A"
ON SHEET 09.00
SITE DATA:
DESCRIPTION SF AC R_k
CEASE PARCEL 10,000 0.13
30 'EASEMENT 51,900 1.19
TOTAL PROJECTAREA 61,900 1.41 100.0
GRAVEL 11,300 0.49 34.41
(SEMI-IMPERVIOUS AREA)
IMPERVIOUSAREA 1,614 0.04 1.62
OPENIGP45SAREA 38,976 0.89 61.97
TOWMCOM
EAST COAST, L.L.C.
7411 FULLERTON STREET
BUILDING 3, SUITE 200
]ACKSONVILLE, FLORIDA 32296
PHONE: (904)-800.8887
FAX: (9D4)-880.8872
j
NAN GROU
Pt
CIVIL ENGINEERS
2101 SARDIS ROAD NORTH, SUITE 118
CHARLOTTE, NORTH CAROLINA 28227
PHONE: (704) 60.9100
FAX: (704) 321-0055
SCALE VERIFICATION
0 111
BAR IS ONE INCA ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
SCALE: N.T.S.
THIS DRAWING MAY NOT BE COPIED OR
REPRODUCED WITHOUT THE EXPRESS
WRITTEN CONSENT OF
DYNAN GROUP PC.
n; APPROVALS DATE:
PRO]. MANAGER:
TOWERCOM:
PROPERTY OWNER"
DESIGNED: GAM
DRAWN: DGF/AR
CHECKED: GAM_
DATE: 09116/,02.
JOB NUMBER; 174.902-00
CAD F.LE; ENG7DGPp6WERCOFP174 002 r
11 GEA11D Y? k.P )WNEY
REWMATION No.: 2721
JOB IN,URMNi:ON
TOWERCOM SITE# IN
BOY SCOUT CAMP ROAD
KANNAPOLIS, NORTH CAROLINA
170' MONOPOLE
COMMUNICATION TOWER
SHEET TIRE
LEGEND AND
SITE DATA
SHEET NUMBER
C1.10
TOWER NOTES:
1. THE PROPOSED COMMUNICATION TOWER IS IN COMPLIANCE WITH THE FEDERAL COMMUNICATIONS COMMISSION GUIDELINES
CONCERNING RADIO FREQUENCY RADIATION AND EMISSIONS.
2 THE PROPOSED CONSTRUCTION SHALL COMPLY WITH THE ELECTRONICS INDUSTRIES ASSOCIATION (EIA) STANDARDS AND ANY
LOCAL ORDINANCES AS DEMONSTRATED BY FINAL SITE PLAN AND BUILDING PLAN APPROVAL.
3. THE PROPOSED TOWER SHALL BE DESIGNED TO MEET OR EXCEED ELVTIA 222F SPECIFICA 71ONS AND CITY OFKANNAPOLIS
REQUIREMENTS
4. THE PROPOSED COMMUNICATION TOWER SHALL NOT EXCEED 170'ABOVEGROUND LEVEL.
5. BUILDING AND SLAB FINISH FLOOR ELEVATIONS TO BE 6"AFG
6. THERE ARE NO SPECIAL FIRE PROTECTION CONCERNS ASSOCIATED WITH THIS DEVELOPMENT NO FIRE PROTECTION SYSTEMS
ARE TO BE INSTALLED.
7. TOWER, TOWER FOUNDATIONS, SLABS, MODULAR BUILDINGS, AND ELECTRICAL AND MECHANICAL FEATURES ARE TO BE
DESIGNED AND SPECIFIED BY OTHERS.
8. TOWER MARKINGS WILL BE IN ACCORDANCE WITH FAA REQUIREMENTS TOWER LIGHTING IS NOT REQUIRED.
9. EQUIPMENT MAINTENANCE IS TYPICALLYACCOMPLISHED BY ONE PERSON, APPROXIMA TEL Y ONCEA MONTH FOR EACH CARRIER.
10. FIVE PROPOSED/ FUTURE CONCRETE PADS FOR EQUIPMENT CABINETS/BUILDINGS ARE PART OF THIS DEVELOPMENT. A 200
AMP ELECTRICAL SERVICE WILL BE REQUIRED FOR EACH OF THE FIVE (5) PROPOSED/FUTURE CARRIERS.
GENERAL NOTES:
11. BOUNDARYINFORMA77ON SHOWN HEREON IS BASED ON A BOUNDARY SURVEY PROVIDED BY GEOSCIENCE GROUP, INC. DATED
OCTOBER 8, 2002
12. EXISTING FEATURES SHOWN HEREON ARE BASED ON FIELD FILED OBSERVA TIONS AND MEASUREMENTS MADE BY THIS FIRM
MAY 25, 2002.
13. ELEVA770NSAND CONTOURS SHOWN HEREON ARE BASED ON NA V9 88 AS ESTABLISHED BY DIFFERENTIAL G.P.S. AND MEETS
FAA '2-C'ACCURACYREQUIREMENTS (20't). BENCH MARKS ARE LISTED FOR THE EXPRESS USE OF THE CONTRACTOR IN
PERFORMING WORK ON THIS PROJECT
14. ALL DISTURBED AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION AFTER THE COMPLETION OF NEW CONSTRUCTION
WORK.
15. THE PROPOSED IMPROVEMENTS WILL NOT CAUSEA REDUCTION IN THEADOPTED LEVEL OF SERVICE OF ROADS, PARKS,
DRAINAGE, STORM WATER MANAGEMENT, SOLID WASTE, WATER, SEWER, OR MASS TRANSIT.
16. ALL SITE WORK SHALL BE COORDINATED BY THE GENERAL CONTRACTOR WITH LOCAL GAS, ELECTRICAL, TELEPHONE, AND ANY
OTHER UTILITY COMPANIES HAVINGJURISDICTION OVER THE PROPOSED SITE LOG477ON. THE CONTRACTOR SHALL FIELD VERIFY
THE LOCA77ON OFALL ABOVEAND BELOW GROUND EXISTING U77LMESAND IS RESPONSIBLE FOR ANY DAMAGEAND REPAIR.
17. ALL LOCATION TIES ARE PERPENDICULAR MEASURE UNLESS OTHERWISE NOTED.
18. AN 8' HIGHSECURITY FENCEAROUND THE PROPOSED FACIL17YAS SHOWN HEREON SHALL BE INSTALLED. THEFENCESHALL
BE MAINTAINED BY THE TOWER OPERATOR FOR THE LIFE OF THE INSTALLA TION.
19. ALL FILL SHALL BE TESTED FOR FIELD DENSITY. TESTS SHALL BETAKEN IN EACH LIFT OF FILL AT LOCATIONS DESIGNATED
BY THE OWNER 5 REPRESENTATIVE.
20. ALL TES77NG SHALL BE PERFORMED BYA QUALIFIED TESTING LAB UNDER THE DIRECTION OFAN ENGINEER REGISTERED IN
THE STATE OF NORTH CAROLINA. TEST RESULTS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW. THE
CONTRACTOR SHALL BEAR ALL TES77NG EXPENSES
21. NO SITE WORK/EXCAVA71ON SHALL BE DONE UNTIL NORTH CAROLINA ONE CALL CENTER IS CONTACTED AT 1-800-632-4949.
22 THE REFERENCED EQUIPMENT CABINETS/ STRUCTURES LOCATED IN THE GRAVEL COMPOUND WILL BE UNMANNED. THEREFORE,
A LOCKALLOWING EMERGENCY VEHICLEACCESS THROUGH THE SECURITY GATE IS NOT REQUIRED. IF EMERGENCY VEHICLE
ACCESS IS REQUIRED, A LINK IN THE LOCKING CHAIN CAN BE CUT TO ALLOW FOR ENTRYINTO THE GRAVEL COMPOUND AREA,
13, THIS IS AN UNMANNED RESTRICTED GROUND SITE WHICH WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR
THE PURPOSE OF PROVIDING PUBLIC WIRELESS TELECOMMUNICATIONS SERVICE. NO WASTEWATER WILL BE GENERATED AT THIS
LOCATION. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION
24, SITE GRADING SHALL BE SMOOTH AND CONTINUOUS IN SLOPE, AND IS TO FEATHER INTO THE EXISTING GRADES AT THE
LEASE PARCEL LIMITS, THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGEA WAY FROM THE TOWER AND EQUIPMENT PADS
25, SEE STRUCTURAL ENGINEERING PLANS FOR EXACT SPECIFICATIONSAND DETAILS PERTAINING TO EQUIPMENT G48INETSAND
BUILDINGS
26. THE CONTRACTOR SHALL VERIFY, UPON COMPLETION OF THE DEVELOPMENT, THAT THESITE IS PROPERL Y STABILIZED AND
ALL EROSION CONTROL FACILITTES ARE CONSTRUCTED AS INDICATED ON THE PLANS,
27. CONSTRUCTION SHALL CONFORM TO THE CODESAND STANDARDS REFERENCED BELOW INCLUDING THE INDICATED SECTIONS
OF THE NCDOT 2002 STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES THE 2002 NCDOT ROAD WAYSTANDARD
DRAWINGS AND THE CITY OF KANNAPOLIS LAND DEVELOPMENT CODE AND TOWER ORDINANCE,
28. SOIL MATERIALS FOR FILLING SHALL CONFORM TO AASHTO SOIL GROUPS A-2, A-3, OR A-4 AND SHALL BE PLACED IN 10"
LOOSE LIFTS TO THE GRADES SHOWN ON THE PLANS. EACH LIFT SHALL BE COMPACTED TO 95% OF THE MODIFIED PROCTOR
MAXIMUM DRY DENSITY (ASTM D1557 METHOD D).
19. CLEARING AND GRUBBING SHALL BE PERFORMED IN THE CONSTRUCTION AREAS AS NOTED ON THE PLANS ALL CLEARED
MATERIAL SHALL BE REMOVED AND DEPOSITED OFF-SITE A T AN APPROVED LOCATION
30. ALL TREES AND SHRUBS WHICH ARE NOT DESIGNATED FOR REMOVAL SHALL BE PROTECTED BY THE CONTRACTOR. ALL TREES
DESIGNATED TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION BYA 3' TREE BARRIER UTILIZING PROTECTIVE SAFETY
NEIi7NG, AS SHOWN ON THE SITE PLAN. SEE PLAN VIEW AND DETAILS
31. ALL DISTURBED AREAS NOT INDICATED FOR SOD SHALL BE FERTILIZED, SEEDED, AND MULCHED. WORKSHALL CONFORM TO
THE FOLLOWING SECTIONS: SEED (SECTION 1660), MULCH (SECTION 1660-6), AND FERTILIZER (SECTIONS 1060.2 & 1665-2).
32. SOD SHALL BE PLACED INACCORDANCE WITH NCDOT SECTION 1664.3C
33. ALL EXISTING UTILITY STRUCTURES WITHIN THE CONSTRUC77ON LIMITS SHALL BE ADJUSTED TO FINISHED ELEVATIONS PRIOR
TO FINAL INSPECTION OF THE WORK.
34. SUBGRADE WORK - THE CONTRACTOR SHALL CLEAR AND STRIP THE AREA TO BE STABILIZED AND EXCAVATE TO THE TOP OF
THESUBGRADE THE TOP OF THESUBGRADE SHALL BE PROOF ROLLED IN THE PRESENCE OF THE OWNERS REPRESENTATIVE TO
LOCATE ANDIDEN77FYSOFTSPOTS. SOIL MATERIALS INSOFTAREASSHALL BE REMOVED AND THESEAREASSHALL BE BACK
FILLED AS DIRECTED BY THE OWNERS REPRESENTATIVE. THE CONTRACTOR SHALL DISPOSE OFTHE EXCAVATED SUBGRADE
MATERMLSOFF-SITE, ATANAPPROVED LOCATION.
35, PREPARED SUBGRADE, ROADWAYAND COMPOUND SUBGRADE SHALL BE STABILIZED USINGAGGREGATESTABILIZATION IN
ACCORDANCE WITH SECTION 510.1 THROUGH 510-5AND SECTION 1008-1. THE FIELD DENSITTES SHALL BE 100 % OF THAT
OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T99 AS MODIFIED BY THE NCDOT.
36. COMPOUND BASE COURSE- MATERIAL FOR THE GRADED AGGREGATE BASESHALL BE NCDOT #57 COARSEAGGREGATEIN 11114
ACCORDANCE WITH SECTION 1005-1 THROUGH 1005.4,
37. ROADWAY BASE COURSE- MATERIAL FOR AGGREGATE BASE SHALL BE NCDOT TYPEA ABC COURSEAGGREGATEIN ACCORDANCE
WITH SECTION 1005-1 THROUGH SECTION 1005-4. THE GRADED AGGREGATE BASE COURSE SHALL BE COMPACTELiTOA DENSITY
EQUAL TO 100 % OF THAT OBTAINED BY COMPAC77NGA SAMPLE OFMATERIAL IN ACCORDANCE WITH AASHTO T180 AS MODIFIED
BY THE NCDOT. BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION 520.1 THROUGH SECTION 510-10 AND SECTION 1010-1
THROUGH SEC77ON 1010-1.
TOWERCOM
EAST COAST, L.L.C.
7411 FULLERTON STREET
BUILDING 3, SUITE 700
JACKSONVILLE, FLORIDA 322S6
PHONE: (9D4}880-8887
FAR: (904)4B1F8872
r' r4 -
D NAN GROU
PC
CML ENGINEERS
2101 SARDIS ROAD NORTH, SUITE 118
CHARLOTTE, NORTH CAROLINA 28227
PHONE: (704) 617-9100
FAX: (704) 321-0OSS
SCALE VERIFICATION
0
BAR IS ONE INCH ON
ORIGINAL DRAWING,
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
SCALE: N.T.S.
REPRODUCED IS DRAWING MAY NOT BE COPIR
WITHOUT THE EXPRESS
WRITTEN CONSENT OF
DYNAN GROUP PC.
REVISIONS
RR. REttAO pN M,E
APPROVALS
BY: DATE:
PRO]. MANAGER:
TOWERCOM:
PROPERTYOWNPR•
DESIGNED: GAM
DRAWN: DGF/JJR
CHECKED: GAM
DATE: 09/16102
JOB NUMBER: 174-002-00
CAD FILE: EAD6PC7TOWEROOMI174•GT2
NOWM
JOB;NFORMi.+Y,Y `
TOArIS'XX SITE W I'X
BOY SCOU* CAMP ROAD
KANNAPOUS, NORTH CAROLINA
170' MONOPOLE
COMMUNICATION TOWER
f SHEET TITLE 1
GENERAL
NOTES
SHEET NUMBER
C1.20
EROSION/SEDIMENTATION CONTROL PRACTICES:
38. SEDIMENTATION CONTROL - SEDIMENTATION CONTROL SHALL BEACCOMPLISHED DURING CONSTRUCTION THROUGH THE USE
OF THE SILT FENCING PLACED AS SHOWN ON THE ENGINEERING PLAN. THE CONTROL DEVICES SHALL BE SETAT THE ONSET OF
SITE GRADING, AND SHALL BE IN ACCORDANCE WITH SECTION 1605.
39. TEMPORARYAND PERMANENT SEDIMENTATION AND EROSION CONTROL FEATURES MEETING THE REQUIREMENTS OFNCDOT
DIVISION 16 SHALL BE CONSTRUCTED DIRECTLY FOLLOWING SITE PREPARATIONTASKS. SEDIMENTATION VOLUME LEAVING THIS
SITE SHALL NOT BE INCREASED ABOVE THE EXISTING LEVELS.
40. TEMPORARY DIVERSION SWALESAND/OR DIKES SHALL BE EMPLOYED TO CONTROL RUNOFF. THE DIVERSION SYSTEMS SHOULD
PREVENT "UPHILL " RUNOFF FROM TRAVERSING THE CONSTRUCTION SITE DURING EXCAVATION OR GRADING OPERATIONS
41. TEMPORARYSEDIMENT TRAPS AND BASINS SHALL BE EMPLOYED TO COLLECT SILT FROM RUNOFF. ACCUMULATED SILT SHALL
BE REMOVED PERIODICALLY TO MAINTAIN THE FUNCTION OF7HESYSTEM. ALL ACCUMULATED SILT SHALL BE REMOVED AND THE
SITE RESTORED TO FINAL DESIGN GRADES UPON COMPLETION OF CONSTRUCTION.
42. THE CONTRACTOR IS RESPONSIBLE FOR EROSION/SEDIMENT4770N CONTROL PRACTICES DURING CONSTRUCTION TO MINIMIZE
ON-SITE EROSION/SEDIMENTATION AND TO PROTECTAGAINST DAMAGE TO OFF SITE PROPERTY. THE FOLLOWING PRACTICES
SHALL BE EMPLOYED:
A. EROSION AND SEDIMENTATION CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. AREAS OF OFF-SITE
DISCHARGE DURING CONSTRUCTION SHALL BE PROTECTED WITHA SEDIMENT BARRIER PER NCDOT STANDARD DRAWING No.
1606. 1, TO PREVENT OFF-SITE DISCHARGE OF SEDIMENTS. TEMPORARY SEED AND MULCH SHALL BE USED TO CONTROL ON-SITE
EROSION WHEN IT IS NOT PRACTICAL TO ESTABLISH PERMANENT VEGETATION. PERMANENT VEGETATION SHALL BEPLACEDAS
EARL YAS POSSIBLE ON ALL SLOPES STEEPER THAN 3' (FT) HORIZONTAL TO 1' (FT) VERTICAL. SEDIMENTATION CONTROL
MEASURES SHALL BE MAINTAINED IN WORKING ORDER THROUGHOUT THE CONSTRUCTION PHASE THE CONTRACTOR SHALL
INSPECTAND REPAIR AS NECESSARY THE EROSION/SEDIMENTATION CONTROL AT THE END OFEACH WORKING DAY.
EROSION/SEDIMENTA770N CONTROL SHALL BE PLACED PRIOR TO SITE EXCAVA77ONAND FILLING, AND SHALL REMAIN IN PLACE
UN77L SITE VEGETATION AND LANDSCAPING IS COMPLETE.
B. PERMANENT VEGETATIVE STABILIZATION SHALL REAPPLIED ON FINISHED GRADED SITES AS SOON AS PRACTICAL.
TEMPORARYSEEDING SHOULD BE EMPLOYED TO PREVENT EXPOSURE OF BARREN SOILS UN77L PERMANENT VEGETA7ION CAN BE
APPLIED.
ENVIRONMENTAL SAFETY PRACTICES:
43. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY DISPOSING OFALL DEMOLITION MATERIALS, AND ANYDEBRIS OR TRASH
GENERATED DUE TO CONSTRUCTION, ATAN APPROVED PREDETERMINED OFF-SITE LOCATION INA MANNER DETERMINED BY THE
LOCAL REGULATORYAGENCY.
44. THE CONTRACTOR IS RESPONSIBLE FOR COLLECTION AND PROPER OFF-SITE DISPOSAL OFALL CONSTRUCTION TRASH IN
ACCORDANCE WITH LOCAL REGULATORYSTANDARDS AND CODE.
45 THE CONTRACTOR SHALL PROVIDE ON-SITE TRASH RECEPTACLES FOR COLLECTION OF NON-TOXIC DEBRIS ALL TRASH SHALL
BE COLLECTED ONA DAILYBASIS.
46. ALL TOXIC AND ENVIRONMENTALLYHAZARDOUS SUBSTANCES SHALL BE USED AND DISPOSED OF IN ACCORDANCE WITH
MANUFACTURER SPECIFICATIONS. UNDER NO CIRCUMSTANCES SHALL RINSING OR DUMPING OF THESE SUBSTANCES OCCUR
ON-SITE.
47. THE ENGINEER OF RECORD SHALL BEN071FIED FORAUTHORIZ47YON OFANYCHANGES OR MODIFICATIONS TO 7HEAPPROVED
SET OF SIWCONSTRUC77ON PLANS
SHEET NUMBER
C1.30
TOWERCOM
EAST COAST, L.L.C.
7411 FULLERTON STREET
BUILDING 3, SUITE 280
JACKSONVILLE, FLORIDA 32256
PHONE:(904)-6BD-8887
FAX: (904)-887-8872
NAN GRO
U
PC
CIVIL ENGINEERS
2101 SARDIS ROAD NORTH, SUITE 118
CHARLOTTE, NORTH CAROLINA 28227
PHONE: (704)617.9100
FAX: (7D4) 321-DDSS
SCALE VERIFICATION
0 1"
BAR IS ONE INCH ON
ORIGINAL DRAWING.
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
SCALE: N.T.S.
THIS DRAWING MAY NOT BE COPIED OR
REPRODUCED WITFIOUTT.EEXPREIS
WRITTEN CONSENT OF
DYNAN GROUP PC
: APPROVALS DA -
By TE:
PROD. MANAGER:
TOWEROOM:
PROPERTY OWNER'
r- I
DESIGNED: GAM
DRAWN: DGF/JJR
CHECKED: GAM
DATE: 09116102
JOB NUMSER;X7.-002-D6' _
C40 FA£; BIG10CdxfFOyl. r?/1-74-2{
BOUNDARY INFORMATION
LEASE PARCEL
LYING IN NUMBER 4 TOWNSHIP
CABARRUS COUNTY, NORTH CAROLINA
FOR: TOWERCOM EAST COAST, L.L.C.
PARENT TRACT LEGAL DESCRIPTION
(DEED BOOK 5321, PAGE 219)
'LYING AND BEING ONTHE WEST SIDE OF SR #1766, AND AD30ININGTIE LANDS O BELIE GEIHOIR HOLLAND, J E 1. JORDAN
AND THE L.N. OVERCASH HEIRESS, AND
BEGINNING ATA POINT IN THE CENTERLINE OF THE OLD BERIRAGE ROAD, SAID POINT EVIDBIEDBYA NEW IRON POE, SW OS
6406-50 WEST 25.00EET FROM SAID POINT (SAD POINT ALSO BEING SMITH 3046 EST 768.5 FEET FROM AN EXISTING I"'NPIPE
IN THE CENTERLINE OF SR *1766,A COMMON CORNER OF R.E. ISENHOUR, D.K WINECDFF AND CP. WPNEOOFF)AND RUNS THENCE,
A NEW LINE, SOUTH 6+06-50 WEST, PASSING A NEW IRON PIE AT 25.00 FEET, AND CONTINUING 512.06 FEET TOANEW]RON PIPE,
FOR A TOTAL DISTANCE OF 537.06; TFENCEA NEW LINE, S7LEH 0-03.57 WEST 92332 FEET TO AN EXISTING IRON PIPE IN THE
LINE OF JANET I. JORDAN; THENCE WITH THE OLD LINE (JORDAN LINE) TWO CALLS AS FOLLOWS; (1) SOUTH 6045 WEST 372.7 FEET
TO AN OUSTING AXLE; (2) SOUTH 234S WESr LIB FEET TD AN IRON STAR, A COMMON COMM 0 JORDAN AND THE LN.
OJEAOASH HEIRS; THENCE WITH THE OVEROASH UNE, NORTH BS-30 WEST 1122 FEET TO AN IRON SNAKE, AN OLD CORNER;
THERE WITH THE OVERCASN LINE AGAIN, NORTH SO WEST 681 FEET TO AN IRON STAKE, THESOUTHWEST CORNER OF THAT
CERTAIN TRACT DESCRIBED IN DEED BOOK 224, PAGE 539, C48MRUS COUNTY REGISTRY; THENCE WITH THE SOMA LINE OF SAID
TRACT, NORTH 77-07 EST 12225 FEET TO A STAKE; THENCE THE SOUTH LINE AGAIN, NORTH 58-53 EAST 1054.8 FEET TO A POINT
IN THE OLD BETHPAGE ROAD, SAID POINT BEING SOUTH 3046 EAST FROM AN EXISTING]RON PIPE IN THE CENTER LINE OF SR #
1766,. THENCE SOMA 3046 EAST 225S FEET TO THE POINT OF BEGINNING, AND CONTAINING 36.1 ACRES, MORE OR LESS, AND
BEING A PORTION OF THE LANDS DESCRIBED IN DEED BOOK 26S, PAGE 166, CABARRllS COUNTY REGISTRY.'
LESSA 2467 ARE PARCEL OF LAND CONVEYED TO JAMES H. ISENNWR IN DEED BOOK 1842, PAGE 133, CAINAMG COUNTY
RBGISIRY.
GENERAL NOTES
L BEARINGS HEREON ARE REFERRED TOM ASSUMED VALE OF 504.0757' W FORTHE EAST UNE OFTHE PABENTTRALTAS
SHOWN HEREON, SAID BEARING IS IDENTICAL WITH THE RECORD LEGAL DESCRIPTION IN DEED BOOK 532, PAGE 219.
2. BOMDMY INFORMATION SHOWN HEREON IS RASED ON ACTUAL FIELD MEASUREMENTS AND OBSERVATIONS DATED MAY 25,
2002
3. LATITUDE, LONGITUDE AND E NATIONS SHOWN HEREON WERE ESTABLISHED BY DIFFERENTIAL G.PS. AND MEET FAA -2-C'
ACCURACY REQUIREMENTS. ELEVATION S NAVD 88.
4. TAX PARCEL. OWNER AND RECORDING INORMATJON PROVIDED BYTE DWARRUS COUNTY TAX ASSESSORS OFFICE
5. THE PARENT TRACT L&4 DESCRIPTION DEED BOOK 532, PAGE 219, CARARRLG COUNTY REGISTRY DOES NOT CLOSE
MATHEMATICALLY BY 3.94 FEET.
6. FIELD TRAVERSE CALOIIATED RATIO OF PRECISION BEFORE ADJUSTMENT IS 1':15,6091.
s
o?
n
?p0
..AN
a
C im
0
LEASE PARCEL LEGAL DESCRIPTION
APARCEL OF LAND LYING IN NUMBER FOUR TOWNSHIP, OEARRUSCIDINTY, NORTH CAROLINA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS
COMMENCE ATA W' IRON ROD FOUND MARKING THE SOUTHEAST CORNER OF JAMES H. ISENH OUR(DEED BOOK 1841, PAGE 133);
THENCE S 04'03'57' W WITH THE EAST BOUNDARY OF RAY M. HOLLAND (OE® BOOK 532, PAGE 219) FOR A DISTANCE OF 49233
FEET, THENCE N BSs693'WFORADISTANCE OF 25.OOFEET TOASET 578' IRON ROD AND THE POINT OF BEGINNING OF THE
HEREIN DESCRIBED PARCEL OF WD; THENCE S04'035TWFOR A DISTANCE OF 100.00 FEET TOASE7518'RION ROD; THE!(E N
85'5603' W FORADISTANCP OF 100.00 FEET TIA SETSA' IRON ROD; THENCE N 04'03'57" E FORA DISTANCE OF 100.00 FEET TO
ASETSIB' IRON ADO; THENCE S859603E FORA DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING.
SAID PARCEL OF LAND CONTAINING 10,000 SQUAll OF LAND MORE OR LESS, AND BEING APORTION OF THE WADS OF RAYM
HOLLAND DESCRIBED IN DEED BOOK 532, PAGE 219, CABARRUS COUNTY REGISTRY.
TOGETHER WITH APROP0.4D 30 FEET WIDE EASEMENT FOR THE PURPOSE OF INGRESS/EGRESS AND UTILITIES OVER AND ACROSS
THE LANDS OF RAY M. HOLLAND (DEED BOOK 532, PAGE 218) AND DOOR AND ACROSS THE LANDS OF DWAYNE K. HOLLAND (DEED
BOOK 2666, PAGE 174), LYING IN NUMBER FOUR TOWNSIIR, CABARRL6 COUNTY, NORTH CAROLINA AND LYING IS FEET EACH SIRE
OF THE FOLLOWING DESCRIBED CFNI&DNE:
COMMEND: ATA W' IRON ROD FOUND MARKING THE SOUTHEAST CORNER OF JAMES H. ISENHOUR (DEW BOOK 1847, PAGE 133),
THENCE S04'03'57'IN WITH THE EAST BOUNDARY OF RAY M. HOLLAND (DEED BOOK 532, PAGE 219) FOR A DISTANCE OF 49233
FEET; THENCE N 85'5603' W FOR A DISTANCE OF 25.00 FEET TOA SET 5/8' IRON ROD; IMICE CONIRDEN BS%83'W FORA
DISTANCE OF 67.00 FELT TO THE POINT OF BEGINNING OFTEHEREIN DESCRIBED CENTERLINE, THENCE N 09-28'04"W FOR A
DISTMNPOF71.41 FEET; THENCE N 0949SY E%I ADISTANCE OF 334 FEET; THENCE N53°49'06' W FDRA DISTANCEO84.02
FELT THIEXR N 82'19'07' W FORA DISTANCE OF 4.05 FEET; THENCE N 79°56.51' W FORA DISTANCE OF 41.36 FEET; THENCE N
629353' W FOR ADISTANCE OF 60.61 FEET; THENCE N 10°1903'00 FORA DISTANCE OF 4375 FEET; THENCEN 17-2076' E FOR A
DISTANCE OF 57.36 FEET; THENCE N 30'5557' E FORA DISTANCE OF 37.28 FEET; THENCE X47°573' E FOR A DISTANCE OF 33.36
FEET, THENCE N 65°48-26' EFORA DISTANCE OF 8576 FEET, THENCE N 82'S3lW E FORADISTANCE OF 4377 FEET; THEICES
B6'5858' E FORA DISTANCE OF 120- FEET; THEMES 72'2153' E FORA DISTANCE OF 38.16 FEET, THENCE S 52°1545' E FOR A
DISTANCE OF 75.82 FEET; THENCE S 3'34'10' E FORA DISTANCE OF 47.48 FEET, THENCE N 3°0711'E FORADISTPNCEOF43.95
FEET; TIBNCEN 43'1124' E FOR A DISTANCE OF I36.73 EET;TH84CE N 11'13'08' E FOR ADISTANCE OF 141.67 FEET; THENCE N
64'0650' E FOR A DISTANCE OF 277.22 FEET, THEMES 71'435S' E FORA DLSTANCEOF34.63 FEET; THENCE S 279479' E FOR A
DISTANCE OF 29.31 FEET; THENCES 87'13'45' E FORADISTANCE OF 75.43 FEET; THENCE N 699473' E FORADI87ANCEOF 84
FEE' MORE OR LESS TO THE INTERSECTION WITH THE CENTERLINE OF SR* 1766 AND THE PONT O TERMINUS. THE SIDELINES OF
SAID EASEMENT TOE PROLONGED AND/OR SHORTENED TO MEET AT ANGLE POINTS, BOUNDARY LINES AND RIGHT-OF-WAY LINES.
165 AND EXCEPT THE RIGHT OF WAY FOR SR #1766.
PARENT TRACT
PARCEL NO. 5603318893
OWNER: RAY M. HOLLAND
DS 532, PO 219
ZONING: AGRICULTURE
LAND USE: AGRICULTURE
1530'
1.5'
18' WDE*
ASPHALT
PAVED ROAD
RESIDENCE
PARCEL NO 5603513632
OWNER: CARLIE B GOFORTH A.
ZONING: AGRICULTURE
BLAND USE: RESIDENTIAL
RESIDENCE
C
PARCEL NO. 5603301617
OWNER: CECIL D. OVERCASH
ZONING: AG
PARCEL NO. 5603416291
OWNER: TEDDY M. & JANET LOUISE JORDAN
ZONING: AGRICULTURE
LAND USE: AGRICULTURE
SHEET TITLE
BOUNDARY
INFORMATION
SHEErNUMBER
C1.40
EXISTING 10
WIDE2 DIRT DRIVE
LE
() GEND
1NDIGT6IRON ROD FOUND
0 INDICATES 518* IRON ROD SET
0 INDICATES IRON PIPE FOUND
(D) IDICATESDATA PER DEED, LINE NOT SURVEYED
DB INDICATES DEED BOOK
PG. INDICATES PACE
OHW INDICAT60VERHEAD UTILITY WIRES
P.O.& INDICATES POINT OFBEGINNN'G
P.O.C. INDICATES POINT OF CDMIMEN®MED
a INDICATES TELEPHONE PEDESTAL
l^1 J INDICATES WOOD POWER POLE
N
PARCEL NO. 5603524828
OWNER: JAMES H. ISENHOUR
ZONING: AGRICULTURE
LAND LSE: AGRICULTURE
O
O PARCEL NO. 5603426690
WNER JAN. H. ISENHOUR
WNER. TSt \
n%'\
AGRICULTURE P•
o
LAND USE: AGRICULTURE
?.
k
b E
? 9
ag1 SHED
PARCEL NO. 5603427452
OWNER JAMES H. ISENHOUR
DB 1842
PACE 133
'
D
g0 ,
ZONING: AGRICULTURE ?; •' ?
6 `0'r•" LAND USE: AGRICULTURE '?', .•' O
SHE
,'
t• b• ti i I
P O
" SHE
(
. 53T p
PROPOSED 30' WIDE A?
INGRESSAEE?E55 k
uTR3nE9EAm..r L
S 4'03' 7"W '
91.10'
-------- -- - -
I
?.-_,"` EXISTING 10'3 WIDE
CT711ERUNE
" DIRT DRIVE
N
S• ;
R
A
n
?O
1
ARCa No. 5603427177
• ;?, OWNER: DWAYNE K. HOLLAND
DB 2666, PD 174
2 G.
I
I
LAND
USE: RE
SIDENTIAL
P.O.B.
PROPOSED 170' MONOPOLE TOWER
LATITUDE: 35'25'2&01!
LONGITUDE: 05P39'51.71Y
ELEVATION: 744'
LEASE PARCEL-
10.000 S.F. !
(VACANT, WOODED)
TOWERCOM
EAST COAST, L.I.C.
7411 FULLERTON STREET
BUILDING 3, SUITE 2D0
JACKSONVILLE, FLORIDA 32256
PHONE: (9D4)-8808887
FAX (9D4)8808872 r4i Ap
-E%ISITNC
DRIVEWAY
NAN GROU
PC
POINT OF F CML ENGINEERS
PNINO 2101 SARDIS ROAD NORTH, SUITE 118
TER
PROPOSED CHARLOTTE, NORTH CAROLINA 28227
EASEMENT PHONE: (704) 6179100
FAX: (7D4) 321-0055
SCALE VERIFICATION
O V
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
l SCALE: 1'=20014 j
THIS DRAWING MAY NOT BE COPIED OR
REPRODUCED WITHOUT THE E1'PRESS
WRITTEN CONSENT OF
DYNAN GROUP, PC.
APPROVALS
BY: DATE:
PROD. MANAGER:
TOWERCOM:
PROPERTY OWNFR•
DESIGNEE GAM
DRAWN: DGF
CHECKED: GAM
DATE:. - Os/L3j02
JOB NUMBER: 1740..102-00
CAD f:LE:,BAG10LiPC{f0'Nf-.CZ?'/L'a?.
( 11 { G3RAIDA. MUJ INEY
` P.ORTM GIF'ALIlB PROF E'S ZA LE4GM4
g5SGF?1i'pY ND: 2773. .
JOBINFORMATIfiN
O
/ PARCEL NO. 5603426690 OWNER: JAMES H. ISENHOUR /
C ZONED: AGRICULTURE
LAND USE: AGRICULTURE /
/ EXISTING
PARCEL N0.5603317442
OWNER: RANDYHOLLIEFIELD
ZONED: AGRICULTURE
LAND USE AGRICULTURE
SHED
RAO ` PARCEL N0.5603417451 EXISTING
?US
m n \ // SHE
Q 73 OWNER: JAMES H. ISENHOUR
0,8 / DB 1842, PAGE 133
ZONED:AGRICULTURE
°- LAND USE' AGRICULUTRE
\ - CONNECTION POINT FOR
?? - TELCO SERVICE
-•-CONNECTION POINT FOR
ELECTRICAL SERVICE
EXISTING DRIVEWAY CONNECTION
v G?
GRAVEL ACCESS ROAD EXISTING SVIED
"PROPOSED 10' WIDE
/ ?RO
EXISTING
cSIDENCE r ,
-1000, NOTES.
_ ._, EXISTING UNANED CREEK,
ExISTING 10' /
TRIBUTARY OF IRISA
WIDEL DIRT 1.SEELEGEND,SITE DATA, ANDGENERAL NOTES SHEETS,
BUFFALO CREEK DRIVE / C1.10, C1.20, AND C1.30.
? I
1,730 t PROPOSED I /
2 PROPOSED 170' MONOPOLE TOWER.
I 10'WIDE GRAVEL ACCESS ROAD r
9
CENTER OF
TOWER.
AND UTILITYSERVICESALONG SILT NLF 19
' *2828
L 5
ATUDE 35 28'2'1.
CENTER OF EASEMENT (SEESHEET .10) PARCEL N0.5603417177 O
LONGITUDE.' 803951.7"W
OWNER: DWAYNEK. HOLLAND
EL
ELEVATION.- 749'
, PG 174
DB2666
ZONED: AGRICULTURE I 3TOWER LA77TUDE,LONGTTUDEANDELEVA77ONWERE
PARCEL N0.5603318893 LAND USE: RESIDENITAL ESTABLISHED BYDIFFERENTIAL G.P.SAND MEET FAA 1-C"
OWNER: RAYM. HOLLAND PROPOSED 170' ACCURACY REQUIREMENTS.
o6 532PG219 MONOPOLE TOWER '
ZON
1 PROPOSED 100'xi00' 4. THE PERPENDICULAR DISTANCES FROM THE CENTER OF
USE:AGRICULTURE
LA
A
GRICULTUR + TOWER TO PARENT TRA CTBOUNDAR Y LINE WAS
PARE RE
NT
TRACT
LEASE PARCEL ESTABLISHED BY FIELD MEASUREMENTS PERFORMED BY
THIS OFFICE
/ NORTH: 547+
/ SOUTH: 396.91
/ EAST.• 91.5'
522't
1 91.5' S110i WEST: 1,521't
, PARCEL N0.5603513631
/ OWNER: CARLIE 8 GOFORTH JR. S. SEE SHEET 02.10 FOR PROPOSED IMPROVEMENTS
/ ZONED: AGRICULTURE WITHIN THE LEASE PARCEL.
LAND USE.• RESIDENTTAL
l 6. CONTRACTOR SHALL CLEAR THEFULL WIDTHAND
/ EXTENT OF THE PROPOSED 30' WIDEINGRE551EGPESSAND
I
e UTILITYEASEMENT
'"-
EXISTING
I RESIDENCE
_ - ?i114
I
PARCEL
N
OWNER: TEDDYM
& JANET LOUMJORDAN
ZONED: AGRICULTURE
_
LAND USE., AGRICUL TURE
PARCEL N0.5603301617
l f r I I '
OWNER: CECIL D. OVERCASH
ZONED: AGRICULTURE
LAND USE• AGRICULUTRE
1
1
d
n
n
r.
TOA(ERCOM
EAST COAST, LLC.
7411 FULLERTON STREET
BUILDING 3, SUITE 200
JACKSONVILLE, FLORIDA 32256
PHONE: (9D4)-880-8887
FAX: (904)-880-8872
F_ f4
TIYNAN GROUT)
L PC 1
CIVIL ENGINEERS
2101 SARDIS ROAD NORTH, SUITE 118
CHARLOTTE, NORTH CAROLINA 28227
PHONE: (TIM) 617.9100
FAX: (704) 321.0055
SCALE VERIFICATION
0 BAR IS ONE INCH ON In
ORIGINAL DRAWING.
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
L SCALE; 1"=200' j
THIS DRAWING MAY NOT BE COPIED OR
REPRODUCED WITHOUT THE EXPRESS
WRITTEN CONSENT OF
DYNAN GROUP PC.
o ma
APPROVALS DATE:
PRO]. MANAGER:
TOWERCOM:
PROPERTY OWNER:
DESIGNED: GAM
DRAWN: DGF/JJR
CHECKED: GAM
DATE: 00116/07. ]OB NUF^.BEI' 11hi102-00.
CAD FTLE ?TX,DGPCTTOWkRk"/!1.
TOWERCOM SITES 104
BOY SCOUT CARD ROAD
KANNAPOLIS, NORTH CAROLINA
170' MONOPOLE
COMMUNICATION TOWER
SHEET TITLE
MASTER
SITE PLAN
SHEET NUMBER
C2.00
,1,I 1-1 V ?I S NT FOR
1 ?.?,?_TELCO SERVICE
/ ?? '?` °?..? TFLCOSRVICf
V , SHED
EL FOR
ECTRICAL SERVICE
h DRIVEWA Y CONNECTION
i
l
PARENT TRACT
? :
/
F?Ow 67 CULVERT
03.10
67
7 UNNAMED CREEK,
6786 TRIBUTARY OF IRISH BUFFALO CREEK
6820 FAQ
f 6844
6_a
I ?
a
90
bgbg9?$o
?ID`b
n ?•,?
7 729 I 730
' 732
73A
736
739
I
740
PROPOSED 180'
MONOPOLE TOWER CIO 1 -742
VACANT/ WOODED
SHED
/ / I\ 1 /f70- / / 7S@ qQ'9
SHfO
/
698
699 j
/ I RESIDENCE /
9 /
586 ASPHALT DRIVE
619
10' WIDEf DIRT DRIVE /
U 18 /
GI6
6I4
y'
NCDOTTEMPORARY /
SILT FENCE 0311 /
NOTES:
1. SEE LEGEND, SITE DATA, AND GENERAL NOTES SHEETS,
CI. 10, 01.20, AND C1.30.
2. EA7577NG FEATURES SHOWN HEREON ARE BASED ON
MEASUREMENTS AND OBSERVA77ONS MADE BY THIS FIRM ON
MAY 25, 2002.
3. ELEVA770NS SHOWN HEREON ARE BASED ON NA VD 88 AS
ESTABLISHED BYDIFFEREN714L G.P.S. AND MEETS FAA 12-C"
ACCURACY REQUIREMENTS (20'+).
PROPOSED 100k100' LEASE PARCEL I
BENCt4MARK ? -.,
5/8° REBATE
j ?
dD
I
ELEV, 745,06" NOTE. SEDIMENT BARRIER LOCATION
r / SHOWN ON THIS SHEET
r
( 76. ".
r
r
/
TOWERCOM
EAST COAST, L.L.C.
7411 FULLERTON STREET
BUILDING 3, SUITE 200
JACKSOMALLE, FLORIDA 32256
PHONE: (904)-880-8887
FAX: (904)-880-8872
r' ria I
D NAN GROU
Pt
CIVIL ENGINEERS
2161 SARDIS ROAD NORTH, MITE 118
CHARLOTTE, NORTH CAROLINA 26727
PHONE: (704) 617-9100
FAR (701) 321-0055
SCALE VERIFlCA710N ,
0
BAR IS ONE INCH ON
ORIGINAL DRAWNG.
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
l SCALE: 1°=100' j
(THIS DRAWING MAY NOT K COPED OR
REPRODUCED MTHOUT THE EMPRESS
WRITTEN CONSENT of
DYNAN CROUP. PG
BI: APPROVALS DATC
PROD. MANAGER
TOWERCOM: _
PROPERTY OWNER.
DESIGNED: CAM
DRAWN: DGF/JJR
CHECKED: GAM
DATE: 09/16/02
JOB NUMBER; ,174-002-00
FILE: END/OITC/TO'MRCOY/171-
GERALD NN", MULDO'AMEY 1
NORTH CWOUNA PMii';90N,LL ENDIE
JOB INFORMA 'ON
TQWERCOM SITE( 104
BOY SCOUT CAMP ROAD
KANNAPOLIS, NORTH CAROLINA
170' MONOPOLE
COMMUNICATION TOWER
1 SHEET TITLE 1
EXISTING
FEATURES
SHEET NUMBER
C2.10
I 1
1,y , I SILTFENCE J
II 1,? y I .
I $?1 I
ly I
I I
PROPOSED 30' WIDE INGRESS/EGRESS I A
UTIITYE45EMENTANDCCEARINGUML75 I 1 PROPOSED 10.0' WIDE I
y I GR4 VEL ACESS ROAD
I I 7482
1690'LFf PROPOSED UNDERGROUND TELLO
I A 1 l •
BYOTHERS
/ I
1730 LFt PROPOSED UNDERGROUND ELECTRIC I `
TO H-FRAMEBYO7HERS FCCTOWERIDSIGN
/ I
TELCO CONNECT BOX BY OTHERS I 7
y I 4E?.,
I ?. ?• ?' 0 R ON BENCHMARK
40'LffTELCOBY I PROPO$ED{18 ••• S/8"GAP DIRONR00 PARENT TRACT LINE
CONTRACTOR TO H-FRAME .y I S NG GATES °O EL= 751.76
..r
0.0'
rA-
° 743.5
g4
15X15
J I_' FOTURE CTC
i CONCRETE
° EQUIPMENT
I SLAB
° FF=745.5E
I rI
?ij
° 2
5 ro
n
4
??aTa
° Z
Op WNN
I xU?
N j 4
I .. W
I
?I
1
J °L NZ?5S6U3r rry
W 72 A 18.0'
NIMM •W147"m - • .
'
• -
PROPO D 8
CHAIN LINK
FENCE ITH OVERHEAD
SECURITY GRAVEL LIMITS
PROPOSED NCDOT
•--•_... 5.0'
0 - Al
-'- -• 746.5 °
SEf#1
SEE
. AROp I
PAR
VUA r °
j ?EE NOTE i4I I?I? I - I , I
12 E
CONC UR{TE °
vo
EQUIP?F t ,
?' SLAB UILDINC 4,0
( - - J FF = 749.0A I^
SEE NOTE H5 °
I3 i
11'x30' FUTURE CONCRETE 9'0 0
I
EOUIPMENT/BUILDING SLAB °o d
FF = 750.2' Jul
c
1 B?
12x30' FU C -16 -`I I I
TORE CONCRETE
EQUIPMENT/gUIL01NG SLAB
FF = 750.2 I
1\ \ a?
9
1 I?
-_•_ 25.0'
CONSTRUCTION BENCHMARK:
5/8" CAPPED IRON RO
EL=751.16'
16
JOB WFORMARON' 1
-!'-1
TOWERCOM SITEb',1U4
BOY SCLIIJTCAMP ROAD
KANNAPOLIS, NOkTT1 CAROLINA
.180' MONOPOLE
COMMUNICATION TOWER 10
SHEET TITLE
PROPOSED
IMPROVEMENT PLAN
I% J
SHEET NUMBER
C2.20
751.5 i
NOTES.
1. PROPOSED H-FRAME ELECTRICAL METER DISCONNECT AND
TELCO TERMINAL SEE SHEET E2.00 FOR DETAILS AND
SPECIFICATIONS.
2, ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY THE
GENERAL CONTRACTOR WITH LOCAL GAS, ELECTRICAL,
TELEPHONE, AND ANY OTHER UTILITY COMPANIES HAVING
JURISDICTION OVER THE PROPOSED SITE. THE CONTRACTOR
SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING
UTILITIES AND IS RESPONSIBLE FOR ANY NECESSARY
RELOCATION, OR REPAIR DUE TO DAMAGE DURING
CONSTRUCTION.
3. ALL FUTURE CONCRETE PADS SHALL HAVE A MINIMUM
FINISHED FLOOR ELEVATION OF 61NCHES ABOVE GRAVEL.
4. VEHICLE USE AREA (VUA) IS FOR VEHICLES TO USE TO TURN
AROUND IN AND IS ONLY SHOWN FOR CLARITY.
5. CONCRETE TOWER CAISSON. TOP OF CAISSON ELEVATION =
748.0'. SEE MANUFAC UERS DRAWINGS FOR EXACT
DIMENSIONS AND SPECIFICATIONS.
6, ELEVATIONS WERE ESTABLISHED BY DIFFERENTIAL G.P.S.
AND MEETS FAA "2-C• ACCURACY REQUIREMENTS AND ARE
BASED ON N.A.V.D. 88.
7. ELEVATIONS AND CONTOURS ARE BASED ON NAVD 88 AS
ESTABLISHED BY DIFFERENTIAL G.P.S. AND MEETS FAA "2C'
ACCURACY REQUIREMENTS (28'1), BENCHMARKS ARE LISTED
FOR THE EXPRESS USE OF THE CONTRACTOR IN PERFORMING
WORK ON THIS PROJECT.
8. CONTRACTOR SHALL CLEAR THE FULL WIDTH AND EXTENT
OF THE PROPOSED 30' WIDE INGRESS/EGERSS AND UTILITY
EASEMENT.
TOWERCOM
EAST COAST, L.L.C.
7411 FULLERTON STREET BUILDING
3, SUITE 200 JACKSONVILLE,
FLORIDA 32256 PHONE:
(904)-880-8887
FAX: (904)-880-8872
- rle4 I
N"nVNAN GROU
PC
CIVIL ENGINEERS
2101 SARDIS ROAD NORTH, SUITE
118
CHARLOTTE, NORTH CAROLINA
28227 PHONE: (104)-617-9100
FAX: (704)321-0055
SCALE VERIFICATION
0 ? .1.,
BAR IS ONE INCH ON
ORIGINAL DRAWING.
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
SCALE: I"=20"
THIS DRAWING MAY NOT BE COPIED OR
REPRODUCED WITHOUT THE EXPRESS
WRITTEN CONSENT OF
DYNAN GROUP PC.
BY; APPROVALS ]DATE:
PROD. MANAGER: TOWERCOM:
PROPERTY OWNER: DESIGNED: CAM
DRAWN: DGF/JJR/JAE
CHECKED: CAM
DATE: 05/28/02
JOB NUMBER: 174!-062-,00
cAD Hits Lyi/eisc/TDxeacw/n4= oZ
14, GEP..F1D A,,-MVLD0iNEY
NOPTI; T:ARxNA PAI%WIONAL ENCINFERIi .
a`
i?
r.
i?
0
a
d
c
170'
15V
140'
12Y
LEVEL RAD
CENTER QTY ANTENNA
TYPE MOUNTS QTy TRANS.
LINE
167-173' 170' 12 DAPAS9210 PLATFORM 12 15/8"
152'-158' 155' 12 DAPA59210 BOOM 12 15/8'
137-143' 140' 12 DAPA59210 BOOM 12 15/8"
122'-128' 12S 12 DAPA59210 BOOM 12 15/8-
107-113' 110' 12 DAPA59210 BOOM 12 15/8'
87-93' 90 1 6!SOUDDISH STRAP 1 EW63
llw NOTES:
WT- 7M 1. THE PROPOSED TOWER WILL HAVEA GALVANIZED FINISH IN ACCORDANCE WITH
F.A.A. STANDARDS.
90, 2 TOWER MAR/ONGS SHALL BEAS PER FA-4, REQUIREMENTS.
3. TOWER ELEVA77ONSISFORGRAPHIC PURPOSE DALY.
NOTE: ALL PLANS AND DETAILS SHOWN
ON THIS SHEET WERE PROVIDED BY
TOWERCOM EAST COAST, L.L.C.
TOWER ELEVATION WITH FULL FUTURE LOADING
N.T.S.
NOTE'
EYCAVATEDMATERIAL, IF ANY, SHALL BE REMO VED AND DEPOSITED OFFSITE
ATAN APPROVED LOCATION.
6" 10' E'
6"NCDOT'7YPEA"ABC COARSEAGGREG47E
COMPACT ED T 0100 % SAMPLE DENSI T Y I N
ACCORDANCE WTMAASHTO T-180 AS 3%
MODIFTEDBYNCDOT y
8"COMPACTED SUSGRADE, COMPACTED TO 100 %SAMPLE
DENS17YINA000RDANCE WITHAASHTO T-99AS
MODIFIED BYNCDOT
"ON-GRADE" GRAVEL ROAD
SECTION N. T. S.
NOTES.'
1. MIRAF150OX WOVEN POLYPROPYLENE GEOTEXTILEFABRICOR EQUIVALENTTO
BE PLACED UNDER THE ENTIRE GRAVEL COMPOUND LIMITS BETWEEN THE
COARSEAGGREGAT E BASEAND THE COMPACTED SUSGRADE
2 EXCAVATEJMATERML, IFANY, SHALL BE REMOVEDAND DEPOSITED OFFSITE
ATANAPPROVED LOCATION.
LEASEPARCFL LE45EPARCEL
LIMIT (TYP.) LIMIT (TYP.)
1EASEPARCEL
VARIES
(SEESITEPLAN)
I VARIES
6-1 (SEESI7EPLAN)
i
VARIES
FENCED COMPOUND
?-- VARIES
•• : a?GORAC95LA8'A•
CHAIN LINK
SECURITY FENCE
(TIP ')
VARIES
?(SEIF$17EPLAN)
TOIVERCOM
EAST COAST, L.L.C.
7411 FULLERTON STREET
BUILDING 3, SUITE 200
JACKSONVILLE, FLORIDA 32256
PHONE: (904)-880-8887
FAX: (904)-8808872
rle4d
NAN GROU
PC
CML ENGINEERS
2101 SARDIS ROAD NORTH, SUITE 118
CHARLOTTE, NORTH CAROLINA 28227
PHONE: (7(9) 617.9100
FAX: (704) 321.0055
SCALE VERIFICATION
0 In
BAR IS ONE INCA ON
ORIGINAL DRAWING.
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
SCALE: N.T.S.
THIS DRAWING MAY NOT BE COPIED OR
REPRODUCED WITHOUT THE EXPRESS
WRITTEN CONSENT OF
DYNAN GROUP PC
r REVISIONS
APPROVALS DATE:
PRO]. MANAGER:
TOWERCOM:
PROPERTY OWNER:
DESIGNED: GAM
DRAWN: DGFT]]R
CHECKED: GAM
DATE: 09/:Ei02
JOB NUMBER' 171141024A
VARIES
(SEESITEPLAN)
f--
1.0' 6"
1 d ! 1?;?
?rj A F
I
I y ,
Gf.RigO A. MJL'
VNEY
GRAVEL ,
N=TACAR(tl A ALBXaFat ? ..
UM1T N?emP"°"?
??
EXISTIN G `
;
7
GRADE =
l.
.1
TM 1-'NT
TOWERCOk S1T"c# 104
BOY SCOUT GIMP ROAD
KANNAPOLIS, NORTH CAROLINA
\\ \\ 6"NCDOT,C57COARSEAGGREG47E
COMPACTED TO 100% SAMPLEDENSITYIN
ACCORDANCE WITH AASHTOT--180 AS
\//\ 170' MONOPOLE
COMMUNICATION TOWER
MODIFIED BYNCDOT
8-COMPACTED SUBGRADE COMPACTE
TO SHEETTITLE
D
100 % SAMPLE
DENSITYINACCORDANCE WITH AASHTOT-99ASMODIFIED BY
TOWER ELEVATION
NCDOT AND ENGINEERING
GRAVEL COMPOUND DETAILS
SECTION
D
N. T..S. SHEET NUMBER
C3.00
NOTES'
1. FILTER FABRIC SHALL BEA MINIMUM OF36"IN WIDTH.
I.57EEL POST SHALL BE 5'IN LENGTH AND BE OF THE SELF-FASTENER ANGLE
STEEL TYPE. WOOD POST SHALL BE 6' IN LENGTH WITH 3" DIA.
3. TEMPORARYSILT FENCE SHALL BEINACCORDANCE WITH SECTION 1605 OF
THE NCDOT STANDARDS SPECIFICATIONS FOR ROADSAND STRUCTURES 2001.
4. SEENCDOT STANDARD DRAWING 1605.1.
5. INCLINEPOST 10° TOWARDS DIRECTION OF FLOW.
6. OVERLAP FILTER FABRIC 18" MINIMUM ATSPLICE30INTS,
C
r. 6'MAX. _ I 20° j
G
F
ELEVATION
NCDOT TEMPORARYSILT FENCE
11
11
FLOW `
1
OUND GROUND 1
ro COMPACTED FILL?
/?All
TRENCH
4"
FILTER FABRIC
EXTEND FABRIC INTO THE SIDE
AND B07TOM OF TRENCH
SECTION
DETAIL
NOTE'
USE EITHER TYPE A-2 ORA-3 PIPE BEDDING AND SELECT TO BEST IVATCH
EXISTING SOIL CONDITIONS
PROVIDE 6" WARNING TAPE
PER UTILITY COMPANY
REQUIREMENTS TO ORIGINAL CONDIT70N
ti
COMPACT-ED BACKFILL
^ 2j"PVCPOWER
CONDUIT
-7 7 2j - CTELCO CONDUIT WITH
ERE END TO END
SPARE CONDUIT
i
TRENCH DETAIL UNIMPROVED SURFACE
K
DETAIL NT.S
f
TOWERCOM
EAST COAST, LLC,
7411 FULLERTON STREET
BUILDING 3, SUITE 200
JACKSONVILLE, FLORIDA 32256
PHONE: (9(M)-880-8887
FAX: (904)-M-8872
rle4,
D NAN GROU
PC
CIVIL ENGINEERS
2101 SARDIS ROAD NORTH, SUITE 118
CHARLOTTE, NORTH CAROLINA 28227
PHONE: (704) 617-9100
FAX: (7D4) 321-0055
SCALE VERIFICATION
0
BAR IS ONE INCH ON
ORIGINAL DRAWING.
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
SCALE: N.T.S.
THIS DRAWING MAY NOT BE COPIED OR
REPRODUCED WITHOUT THE EXPRESS
WRITTEN CONSENT OF
DYNAN GROUP PC. DESIGNED: GAM
DRAWN: DGFDllR
CHECKED: GAM
DATE: , 09/16/02,
JOB AUM;SR. 174.002 W
C4D FR'E: FNTiIDG„(fOWtkCOMJI'{d002
T
k
"GFJW,? A. MULduWNH, .' T
NORTH7RblW vN=0%i>Ky M
(sisD?A'Rpj7 Nr;s?
JOB INFOk4&I.
TOWERfOM STIE* 1(W
BOY SCOUT CAMP ROAD
KANNAPOLIS, NORTH CAROLINA
170' MONOPOLE
COMMUNICATION TOWER
rSHEET TITLE
ENGINEERING
DETAILS
SHEET NUMBER
C3.11
N.T.S.
a
rL
M
7
r
7
f;
r^
c
c_
d
t'
LL
r
I
7
c
c
a
c
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c
a
k:
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S
a
/
PROPOSED
10'01Y-GRADE
GRAVEL
ACCESS ROAD
19'5r30"HERCP
20 LFt PLUS END
SECTIONS
NW INV=670.15
SEMV=669.45-
i 1
f
NCD07
y , CROSS Pl
-fr7
CULVERT
EkISTING CREEK
WINGRESSDE SS
UTILIIYEASEMENT
& LIMITS OF CLEARING
I? 'r
DETAIL
N.T.S.
CULVERT
SECTION
8'
PROFILE
VAX
NCDOT CROSS PIPE SECTION
DETAIL SEENCDOTSTANDARDDRAWING310.03FORSTEELPLACEMENTAND NT. S.
CONSTRUCTION DETAILS
N.T.S.
34.5"
M
SECTION
TOAIERCOM
EAST COAST, L.L.C.
7411 FULLERTON STREET
BUILDING 3, SUITE 2DO
JACKSONVILLE, FLORIDA 32256
PHONE: (904)-88D8887
FAX: (9D4)MO-8872
j
NAN GROU
PC
CIVIL ENGINEERS
2101 SARDIS ROAD NORTH, SUITE 118
CHARLOTTE, NORTH CAROLINA 28227
PHONE: (704) 617.9100
FAX: (704) 321-DOSS
SCALE VERIFICATION
D BAR IS ONE INCH ON V.
ORIGINAL DRAWING.
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
SCALE; N.T.S.
THIS DRAWING MAY NOT BE COPIED OR
REPRODUCED WITHOUTTHE EXPRESS
WRITTEN CONSENT OF
DYNAN GROUP PC
REVISR
1
MANAGER:
ROOM:
:RTY OWNER'
DESIGNED: GAM
DRAWN: DGF/JJR
CHECKED: GAM
DATE: - 09/16/02 .
JOB NUOSEP'. 174-002.50
GO FILE., NCijDGA. T00
FRCOM/]]4-CJ2
FRALD A. MULDOkNEY
1U
NUIiX CdR011Ad f4N?Vi3SI02775!.
T'.] ' No:: { BIGINR}F( .
;tFb67RA
JOB INFORW,''iI0,J .
TGN'ERI'DM SII'E41104
BOY SCOUT (AMP ROAD
KANNAPOLTS, NC)RTH CAROLINA
170' MONOPOLE
COMMUNICATION TOWER
SHEET TITLE
ENGINEERING
DETAILS
SHEET NUMBER
C3.10
Q 10' WIDE
GRAVEL
8.0' CROSS PIPE ACCESS ROAD 8' CROSS PIPE
5'--0" MIN.
9" MAX.
3 RUNS OF 4 PT.
BARBED WIRE
MAX.
4"LD. GALVANIZED
PIPE @ ALL CORNERS
& GATE MISTS
1.318"LD.
GALV PIPE
(TOP RAIL)
3'MIN.
STRETCHER BARS. FULL
HEIGHT. NOT LESS MAN
3116"x314"MIN. CROSS
SECTION ON ALL GATES
& POSTS.
1'-6"
318" DIA. STEEL TRUSS
ROD WITH TURNBUCKLE
ATALL CORNERS
GATE & END PANELS
#9 GAUGE G4LV
TENSION WIRE
SEENOTE#67 VERCORNERRPPOOSTSQU
MEDETENT'
?L3"MIN. 3"MIN MAX !"GAP BETWEEN
1 '-6" DIA. CONC. FOR FINAL GRADE& FABRIC
LINE POST (TYP)
TYPICAL GATE & PANEL SECTION L
DETAIL N. T. S.
1.112"LD. BRACE,
GAL V. PIPE USED ON
CORNERS AND WHERE
FENCE153SPANS
OR LESS
TENSION BAR
1'-6"
1'-6" DIA. FOR CORNERS
OR GATE POST (TYP)
1. SCOPE.'
1.1 THIS SECTION COVERS THEREQUIREMEN75 FOR THE MATERIALS AND THE CONSTRUCTION OFSITEFENCING, ACCESS ROAD GATESAND CATTLE
GUARDS. SEE SITE PLAN AND DRAWINGS FORDEMIL£
2 SPECIAL REQUIREMENTS
ZI ALL WIRE, FABRIC, FITTINGS, HARDWAREAND STEEL MEMBERS USED FOR SITEAREA FENCING AND ACCESS ROAD GATES SHALL BE HOT DIPPED
GALVANIZED OR OTHER APPROVED NON-CORROSIVEMATERIAL.
1.2 ALL NON-CORROSIVE MATERIAL SHALL BEAPPROVED BY 7HE TC FLORIDA TOWERSII, L.L.CPROJECT MANAGER
2.3 ANY DAMAGE TO GALVANIZING OR NON-CORROSIVE COATING DURING CONSTRUCTION SHALL BE REPAIRED ACCORDING TO MANUFACTURERS
RECOMMENDED METHODS.
3. FENCE POSTS
3.1 LOCA 770N OF CORNER POSTS SHALL BE DETERMINED FROM STAKES AND PROPERTY PINS INSTALLED BY THE REGISTERED LAND SURVEYOR UNDER
CONTRACT TO TCFLORIDA TOWERS IT L.L.C. IF THE STAKES ARE NOT PRESENT OR DO NOT CONFORM TO 7HESITE PLAN, CONSULT WITH 7HE TC
FLORIDA TOWERSII, L.L.C PROJECT MANAGER.
32 CORNERSAND GATE POST FOR SITE SHALL BE 4" (INSIDE DIA.) GALVANIZED PIPE. LINE POST SHALL BE2"(INSIDE DIA.) GALVANIZED PIPE.
3.3 CORNER POSTS SHALL BESET WITHIN ONEINCH (1) OFDIMENSIONS INDICATED ON THE SITE PLAN.
3.4 FENCE POSTS SHALL BE VER7TCALLYPLUMB MALL PLANES WITHIN 112 INCH (112 ).
3.5 CORNER POST FOUNDATIONS SHALL BEA MINIMUM THREE FEET (3) DEEP OR SIX INCHES (6') BELOW THE FROST LINE, WHICHEVER IS
GREATER, WITH MINIMUM THREE INCH (3) CLEARANCE BETWEEN BOTTOM OF POST AND BOTTOM OF THE HOLE.
3.6 CORNER POST FOUNDATION FOR LINE POSTS SHALL BE 12 INCHES (12) IN DIAMETER. CORNER POST FOUNDATION FOR GATEAND CORNER
POSTS SHALL BE 18 INCHES (18) IN DIAMETER.
3.7 CORNER POSTS AND GATE POSTS SPACING SHALL BE EQUAL WITHATWELVE FOOT (127MAXIMUM SPACING. GATEPOST S'ACINGANDSPECITYC
LOCATIONS SHALL BEINACCORDANCE WITNSITE PLAN ANDSHALL BEVERIFIED WITHTCFLORIDA TOWERS IT LL.CPROJECT MANAGER.
3.8 ALL POSTS EXCEPT GATE POSTS SHALL BE CAPPED WITHA COMBINA77ON CAPAND BARB WIRE SUPPOR77NG ARM. GATE POSTS SHALL BE
TWEL VFMCHES (12-) HIGHER THAN CORNER OR LINE POSTS TO PROVIDE FOR TERMINA 77ON OF BARBED WIRE. GATE POSTS SHALL BE CAPPED
WITH STANDARD CAP.
3.9 ALL CORNER, G4TEAND END PANELS SHALL HAVE MINIMUM 3121- DIAMETER D2AGONAL TRUSS RODS WITH TURNBUCKLE5. HORIZONTALBRACE
RODS 1-112 "INSIDE DIMENSION PIPE, SHALL BE INSTALLED BETWEEN POSTS
3.10A TOP RAIL (1-3/8"1.0.) GALVANIZED PIPE SHALL BE INSTALLED BETWEEN POSTS
3.11 ALL FOUR CORNERS POSTS AND BOTH GATE POSTS SHALL BE CONNECTED TO THE SITE GROUNDING SYSTEM (REFER TO GROUNDING SYSTEM
STANDARD).
4. FABRIC
4.1 FENCE FABRICSHALL BE EIGHT FOOT (87 HIGH, UNLESS OTHERWISESPE(7RED, #9 GAUGE, GALVANIZED CHAIN LINK FABRIC WITH TWISTED
TOPSELVAGEAND KNUCKLED BOTTOMSELVAGE.
4.2 FABRICSHALL BE TENSIONED PER MANUFACTURERS RECOMMENDATIONS TO PRESENTA NEATAFPEARANCE. A MAXIMUM THREE INCH (3) GAP
SHALL BE PERMITTED BETWEEN FABRICAND FINAL GRADE.
4.3 FABRIC SHALL BESECUREDAT CORNER AND GATE POSTS USING STRETCHER B4RSAND TENSION BAND CLIPS.
44 FABRIC SHALL BE SECURED TO 7HETOP RAIL AND BRACE RODS USING 77E CLIPS.
4.5THREE (3)RUNS OF4-POINTGALVANIZED BARBED WIRE SHALL BEINSTALLED ALONG TOPOFFENCE. BARBED WIRE SHALL BETENSIONED
PER MANUFACTURER'S RECOMMENDA7ONS TOPRESENT A NEATAPPEARANCE.
5. GATE
5.1LOCATIONOFGATE SHALL CONFORM TOTHESITE PLAN. GATE SIZE SHALL BEAMINIMUM Sl)TEEN FEET (169ACROSS.
5.1 ALL JOINTS BETWEEN TUBULAR G47FMEMBERS SHALL BEWELDEDORHEAVY FIITINGSPROWDINGRIGID AND WATERTIGHTCONNECTIONS.
53 GATE HINGES SHALL PROVIDE FOR 180 DEGREE RADIUS GATE SWING. ALL HINGE NUTS SHALL BE ON THE INSIDEAND DOUBLE-NUT TO
DETER UNAUTHORIZED ENTRY.
5.4 PLUNGER BAR-TYPE GATE LATCH SHALL BE INSTALLED ON DOUBLE GATESANDSHALL FUNC77ONPROPERLY. PLUNGER BAR LENGTH SHALL BE
THES9MEHEIGHTASTHEGATE, ANON-CLOGGING GATEDETENTIONADAPTABLETOTHEPLUNGER BAR SHALL BE INSTALLED AND SHALL
FUNCTION PROPERLY.
5.5 GATE STOPS SHALL BEINSTALLEDANDSHALL HOLD GATEIN OPEN"POSITION.
5.6 BARBED WIRE GUARD SHALL BE INSTALLED ON TOP OF GATES. ADEQUATE CLEARANCE SHALL BE MAINTAINED TO ALLOW G47EOPERA770N,
5.7 G47ESHALL BE INSTALLED PLUMB AND SHALL OPEN AND CLOSE FREELY.
5.8 G47E POSTS SHALL NOT BE SHARED ASA CORNER POST.
6. MANGATE
6.1 A 4'WIDE MAIGATE TO BE INSTALLED AT OWNERS DISCRE77ONAND PER OWNERS INSTRUC17ONS AS TO LOC4770N.
NOTE.' INMOST CASES, FINAL GRADE I5APPLIED PRIOR TOFENCE INSTALLATION THEREFORE; ALL SPOILS REMOVED TO INSTALL THEFENCE
POSTS AND FENCE ACCESSORIES SHALL BEPLAIEDONPLASTIC OROTHER MEANSTOPREVENT DEBRIS FROM BLEMISHING SITEESTHE77CS
REMOVAL OF MATERIAL SHALL BE THE RESPONSIBILITY OF THE FENCE CONTRACTOR INCLUDING ANY EXCESS FENCE MATERIAL.
"
2
3"L
N•
F.C.C. REGISTRATION
NUMBER:
CONTACT: TC FLORIDA TOWERS II, LLC
7411 FULLERTON STREET
BUILDING 3, SUITE 200
JACKSONVILLE, FLORIDA 32256
PHONE: (904)-880-8887
I 30• I
' I'BCRDER-3'R4DD
COLOR,
94aGROUND WNHE
LEUNDANDSMOER LRAOC
ALL LE77MS I I/2'SERIES'C
PER FDOT MD Ex MAVBER 17355
I' SPACING BETW4@FLINES OF TAT
111 " HIGH CONCRETE CROWN
4" ROUND CONCRETE FILLED
STEEL PIPE- PAINT YELLOW
P ip y
T'1
6"GRAVEL COMPOUND
/- COMPACTED EARTH
TOWERCOM
EAST COAST, L,L.C.
7411 FULLERTON STREET
BUILDING 3, SUITE 200
JACKSONVILLE, FLORIDA 32256
PHONE: (9D4)-B80-BB87
FAX: (904}880.8872
F-- rle4
T%vNAN GROUn
L PC 1
CIVIL ENGINEERS
2101 SARDIS ROAD NORTH, SUITE 118
CHARLOTTE, NORTH CAROLINA 28227
PHONE: QD4) 617-9100
FAX: (704) 321.0055
SCALE VERIFICATION
0 -1"
BAR IS ONE INCH ON
ORIGINAL DRAWING.
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
[-SCALE: N.T.S.
THIS DRAWING MAY NOT BE COPIED OR
REPRODUCED WITHOUT THE EXPRESS
WRITTEN CONSENT OF
DYNAN GROUP PC.
APPROVALS
M LATE:
PRO]. MANAGER:
TOWERUJM:
PROPERTY OWNER'
DESIGNER GAM
DRAWN: DGF/AR
CHEIXED: GAM
DATE: - 09/16/02
JOB NUMBE94 174.002-DO
CAO FllE ;EN'u/DGPC(TOWERC?1/1i4802
I ? ;GLAALOA MU:O., '1?1'.
12"DIAMETER CONCRETE
FOOTING
F.C"C. OWNERI"D. SIGN M PIPE BOLLARD N
--(
DETAIL NTS DETAIL N.T.S.
?JOemwrzi:.noN k
Ta'NERCCM SRE7104
BOY SCOUT CAMP ROAD.
KANNAPULIS, NORTH CAROLINA
170' MONOPOLE
COMMUNICATION TOWER
SHEET TITLE
FENCE
DETAILS
SHEET NUMBER
C3.20
a
w
B
f2,00
SEE FENCE AND
GATE DETAIL
(?) GROUNDING ROD
GROUND ROD WITH FENCE
POST CONNECTION AT MAX.
16' D.C. AROUND PERIMETER
E2.00
D
f1,00
UTILITY SERVICE
PEDESTAL
I of f l ° ° -?1
I I I i E1.00 ?? I b
p
II I INSPECTION WELL /
WITH GROUND II
RDD(TYPJ ? ?I I
oI ` MONOPOLE TOWER /
p
\ ?- - `UNDERGROUND GROUNDI_," ?aI
I b CONDUCTOR (TYP.)o
I
TOWER GROUND RING 2 2% Ca
EXOTHERMIC WELD FEET FROM FOUNDATION
I I I (TYP) 1 AND 18' DEEP I I
TOWER CAISSON I°
vwl NO. 2 SOLID TINNED BARE COPPER I d1% I
CONDUCTOR. CADNELD N TOWER to "VRS
'
FLANGE AND
I I TOWER GROUN ID R (T1PJ.URIEO I `IJtS'
b II ? II p
I I°
rFENCE GROUND RING II.
i "'" C?1 ?'1>7, g D
Ca FENCE AND
,57 GATE DETAIL
E2,00
COMPOUND GROUNDING
PLAN NOT TO SCALE
NOTES,
1, GROUNDING SHALL COMPLY WITH NEC MT. 250.
1 USE #2 SOLID TINNED BARE COPPER WIRE FOR GROUNDING UNLESS OTHERWISE NOTED.
3. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE, EXCEPT AS OTHERWISE INDICATED.
GROUNDING LEADS SHOULD NEVER BE BENT AT RIGHT ANGLE. ALWAYS MAKE AT LEAST 12' RADIUS BENDS.
4. APPLY THOMAS AND BETTS KOPR-SHIELD OXIDE INHIBITING COMPOUND TO ALL COMPRESSION TYPE GROUND CONNECTIONS
5. THE GROUND ELECTRODE SYSTEM CONSISTS OF DRIVEN GROUND RODS UNIFORMLY SPACED NO GREATER THAN 18 FEET APART
MOUND SITE THE GROUND RODS SHALL BE 5/8'd0'-O' LONG COPPER CLAD STEEL THE RODS SHALL BE INTERCONNECTED
WITH y2 SOLID TINNED COPPER GROUND WIRE BURIED A MINIMUM 18' BELOW THE SURFACE OF THE SOIL AND TWO FEET FROM
THE FOUNDATION (UNLESS NOTED OTHERWISE). IN AREAS SUBJECT TO FREEZING THE EXTERIOR GROUND RING SHALL BE AT
LEAST 6' BELOW THE FROST LINE.
6. THE BACK-FILL MATERIAL SHALL BE FREE OF STONES AND THOROUGHLY COMPACTED IN LAYERS NOT EXCEEDING 12' IN DEPTH.
7. TEST COMPLETED GROUND SYSTEM FOR 5 OHMS RESISTANCE OR LESS AND RECORD RESULTS FOR PROJECT CLOSE-OUT
DOCUMENTATION.
S CONTRACTOR SHALL EXERCISE CAUTION DURING EXCAVATION SO AS NOT TO DISTURB EXISTING UNDERGROUND UTIUTIES AND
GROUNDING SYSTEMS CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ELECTRICAL AND TELEPHONE CONDUITS TO AVOID
DAMAGE TO EXISTING UNDERGROUND SYSTEMS
9. ALL CADWELD CONNECTIONS TO GALVANIZED MATERIAL SHALL BE PROPERLY PREPARED TO ASSURE A SATISFACTORY CADWELD.
THE CADWEID CONNECTION SHALL BE COATED WITH A COLD GALVANIZING SPRAY TO PREVENT CORROSION,
10. ALL ABOVE AND BELOW GROUND CONNECTIONS SHALL BE CADWTDD. NO ALUMINUM CONNECTORS SHALL BE USED.
11. NO RIGHT-ANGLE CADWELD CONNECTION (OTHER THAN GROUND RODS TO GROUND RING CONNECTION) SHALL BE USED.
ALL WIRE-TO-WIRE CONNECTIONS SHALL UTIUZE 'Y-TYPE' CONNECTIONS
12. ALL UNDERGROUND WELDS SHALL BE INSPECTED BY OWNER'S REPENSTATIVE PRIOR TO THE COVERING AND COMPACTION OF
THE SOIL
13. ALL GROUND CONDUCTORS ABOVE GRADE SHALL BE ROUTED IN 3/4 SCHEDULE 40 PVC FROM MOVE GRADE TO 18' BELOW
GRADE WHERE APPLICABLE SUCH AS TONER CAISSON, STRAP CONDUIT TO CONCRETE CAISSON WITH CONDUIT CLAMPS AND
TAPCON SCREWS. SEAL CONDUIT WITH SIUCONE SEALANT AFTER CONDUCTOR INSTALLATION.
TOWERCOM
EAST COAST, L.L.C.
7411 FULLERTON STREET
BUILDING 3, SURE 200
JACI NVILLE, FLORMA 32236
PHONE (904)-8804W
FAX: (9D4HO.8872
r- rJA
TYNAN RO
P<
CIVIL ENGINEERS
2101 SARDIS ROAD NORTH, SUITE
l18
CHARLOTTE, NORTH CAROLINA 26227
PHONE: (704) 617-9100
FAT' (704) 321-OOSS
SCALE VERIFICATION
U In
BAR IS ONE RICH ON
ORIGINAL DRAWING.
IF NOT ONE INCH ON
THIS
SCP115 SHE:T, ADIl15T
AGOD IMY.
SCALE; N.T.S.
M,, APPROVALS wre
PRO). MANAGER:
TOWERNM:
PROPERTY OWNER'
DESIGNED: MWW
DRAWN: BP
CHECKED: MWW
DATE: 10•.29{2
]OBNUMB&:I'm- .
C4D FILE f9:?E1
W. WOMACR Pf_.
TOWERCOM SITE* 104
BOY SCOUT CAMP ROAD
KANNAPOLIS, NORTH CAROLINA
170' MONOPOLE
COMMUNICATION TOWER
SHEEP TITLE
GROUNDING SITE
PLAN
"SHEET NUMBER
El .00
l
45 DEGREE. EXOTHERMIC WELDS OR MAMY
HYGROUND SYSTEM
GALVANIZED POST -1-71141_ MZ
?a CONCRETE FENCE
POST BASE
PVC CONDUIT MIN. `1-
18' INTO GROUND. W
SEAL WITH SILICONE
CAULKING AFTER NO. 2 SCJO TINNED
INSTALLATION CONDUCTOR OR BARE COPPER CONDUCTOR
TO FENCE
GROUND RING
SUPER WELDING
BONDING DETAIL TO FENCE
AND GAT N.T,S.
CHRISTY Box WITH
TEST WELL COVER
6' GRAVEL. C
/2 AW71 TINNED,
COPPER WRE
8'0 PVC
1'x4' SLOT IN PVC
(TYP.)
FINISHED
M
3-200A METER SOCKET
WITH 2P BREAKERS SIZE
PER ONE-UNE DIAGRAM
Z FINISHED CAME
Y SOLID
,,-#2 AING BARE TINNED ND RING
CONNECTION
COPPER CLAD
TELCO BOX
38'x36'x5' NEMA 3R
JUNCTION BOX
WITH HINGED
COYER AND 3/4'
PLYWOOD
BACKBOARD
OF POST (?nr )
240/120V
SIN
PHASE
MAIN
a MA°N
BREAKER
NEMA 3R
0 -MOUNT MEIEAING MODULE
AND TELCO BOX ON FRAME
MME OF 3' ORS CONDUIT
POSTS W/1-1/2'z1-1/2' GALV.
0 UMI SUPPCNTS
NO. 1/0 STANDED COPPER GROUNDING
-ELECTRODE CONDUCTOR N SCHED. 40
PVC CONDUIT TO (2) 518'X10' COPPER
CLAD GROUND RODS
GROUND ROD
DETAIL N.T.S. A
u 6-2' CONDL
`ENCASE EACH
LEG IN
CONCRETE
(TYP)
METER CENTER;
DETAIL
N.LS.
240/120V
1 PH TRANSFORMERS
(BY UTILITY)
SOLID 1INNED?
2 AWG' BARE 2 20OA METER
1
.
COPPER 'WIRE GROUND RING FEEDER A SOCKET A FEEDER 8
CONDUCTOR (TYP.) PIS }1 n PCS #2
BLDG 2P 200A 2P 200A BLDG
200A METER 200A METER
TYPE CT
CONNE )v ? 03 ^ SOCKET SOCKET Q FEEDER D
CT
CONNECTION (TYP.) BLDG 2P 200A 2P 10 PM
200A METER 200A METER
FEEDER E SOCKET SOCKET FEEDER F
PCS IS /1 1(
- pCS /8
_ BIRO 2P 100A 2P 1(;Y A
DRIVEN, COPPER CLAD 2DOA METER 200A METER
GROUND ROD 618'1x10'-0'. SOCKET SOCKET
LONG
800A MAN
INSPECTION WELL
C' (2) 3' CONDUITS
N
ETA IL N.T,S THWN-ICU00
KCA,, ECO NNDDUI
.
FURNISHED AND INSTALLED
BY ELECTRIC UTILITY
(DUKE POWER)
ONE LINE DL43RAM
E
DETAIL
STE UTILIZES NOTES
1. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL
AND EXACT WORK/MATERIALS REQUIREMENTS AND CONSTRUCT TO
UTILITY COMPANY PLANS AND SPECIFICATIONS ONLY. CONTRACTOR SHALL
FURNISH AND INSTALL ALL CONDUIT, PULL WIR
PULL B.
AN
A
RE
SFORMER P
M.
CONCRETE ENCASEMENT OF CONDUIT (IF REOUIR
ED TR
BARRIERS, POLE RISERS. TRENCHING AND BACKFBL PAY ALL UTILITY
COMPANY FEES AND INCLUDE ALL REQUIREMENTS IN SCOPE OF WORN. Y
P
E
..
2. ALL UNDERGROUND CONDUITS SHAD. CHANGE FROM PVC TO RIGID. AT x"CARMW ,
-
,
THE SWEEP AND REMAIN RNRD INTO PANELS .. IW?z
3, ELECTRICAL CONTRACTOR SHALL VERIFY EXACT ROUTE OF ELECTRICAL JOA IIEGPMATTON
AND TELCO CONDUITS ,
4. INSTALL (2) 11/8'x10' COPPER CLAD GROUND RODS (MIN. 8' O.C.) . TOMODM SITE'* 104. .
BOY SCQIFI CAMP (LOAD
5, CONNECT METER ENCLOSURE AND RACK TO GROUND RODS WITH 02
- KANNAPOUS, N( R11H CAROLM
SOLD TINNED BARE COPPER. 170' MONOPOLE
5. BOND TELCO BOX TO GROUND WITH MIN. #2 BARE SOLD TINNED COPPER. COMMUNICATION TOWER
7. MODULAR METER PACKAGE SHALL HAVE A MINIMUM AC RATING OF 42
kA AT 24OV. APPROVED MANUFACNREWS ARE SO. V, GENERA EIECIRIC, SIEETTRIE
SIEMENS, AND CURER HAMMM
B. HARDWARE TO BE 'HOT DIPPED' GALVANIZED STEEL OR STAINLESS DETAILS
9. INSTALL 4' EMPTY CONDUIT FROM TELCO BOX ON RACK AND UNDERGROUND
TO TELCO PEDESTAL OUTSIDE COMPOUND FENCE FOR TELEPHONE SERVICE
ENTRANCE
SHEETmmm
E2.00
2-3' SERVICE
ENTRANCE CONDUITS THH
T? CU EA.LCONDUT)
FURNISHED AND INSTALLED
BY ELECTRIC UTILITY CO.
(DUKE POWER)
H•FR4ME
TOWERCOM
EAST COAST, L.L.C.
7411 RLI.&WON STREET
BUILDING 3, SUITE 200
IACKSO MUM, RORICA 72M
PHONE, (904)88-8811]
FAX: M4"B78BA
A
Pt
CVO. ENGEGERS
2101 SARDIS ROAD NORTH, SURE
118
CHARLOTTE, NORTH CAROLINA 28727
PHONE: CM) 617-9100
FAX' (704) 321-OM
r- N
SCALE VERIFICATION
0
MR IS ONE INCH ON
ORIGINAL DRAWING.
IF NOT ONE 0" ON
1F05 SNEEf, ADJUST
SCUFSAOOORDIIGLY.
SCALE: N.T.S.
ITOS DRAWIG MAY NOT BE UJPTFDoR -I
REPRODUCED WTTHOUT THE EXPRESS
WRITTEN CONSENT
DYNAN GIKXIP PC
M APMQKALS MZB
PROL MANAGER:
TOWERCOM:
PROPERTY OWNER
DESIGNED: MW
DRAWN: SP
CHECKED: MVW
DATE: 7a29.12
JOB.NUMBPA:1904
CM t
I a, ?
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200330254 county Cabarrus
GENERAL PERMIT (REGIONAL AND NATIONWID V ' + ,._
n r-
Property owner: TOWERCOM EAST COAST, L.C.G.
Address: 7411 Fullerton St., Suite 200
Jacksonville, FL 32256 _?
Telephone No.: WETL-kNoS G€i0I!?P
WATER QU?,_ITY SECTION
Size and Location of project (water body, road name/number, town, etc.):
Boy Scout Camp Road Wireless Telecommunications Facility project located on approx. 34
acre tract in Kannapolis.
Description of Activity:
Install a 36 LF culvert in an unnamed trib. to Irish Buffalo Creek as part of the construction
of a minor road crossing. The crossing will be used to access a wireless telecommunications
facility to be located on uplands.
Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C.1344).
(check all that apply) Section 10 (River and Harbor Act of 1899).
Authorization: Regional General Permit Number.
14 Nationwide Permit Number.
Your work is authorized by this Regional General (RGP) or Nationwide Permit - (NWP) provided it is
accomplished in strict accordance with the attached conditions and your submitted plans. If your actividy is
subject to Section 404 (if Section 404 block above is checked), before beginning work you must also receive a
Section 401 water quality certification from the N.C. Division of Environmental Management, telephone (919)
733-1786. For any activity within the twenty coastal counties, before beginning work you must contact the
N.C. Division of Coastal Management, telephone (919)733-2293.
Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the
conditions of the RGP or the NWP referenced above may subject the permittee to a stop work order, a
restoration order, and/or appropriate legal action.
This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to
obtain any other required Federal, State, or local approvals/permits. The permittee may need to contact
appropriate State and local agencies before beginning work.
If there are any questions regarding this authorization or any of the conditions of the General Permit or
Nationwide permit, please contact the Corps Regulatory Official specified below.
Date December 16, 20q,
Corps Regulatory Official Steve Chapin Telephone No. (828) 271-7980x5
Expiration Date of Verification December 16, 2004
ccA? MuS Downey Group, Inc. (Kevin M. Muldowney)
Revised July 1995
UM LDOWNE GROU
INC.
2101 Sardis Road North, Suite 118 A REAL ESTATE SERVICES COMPANY
Charlotte, North Carolina 28227
704-321-0044 • FAX 704-321-0055
VIA FEDEX
January 7, 2003
Mr. Danny Smith
Water Quality Office
Gd `
North Carolina Division of Environmental Management ®®
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604 ?qTF
Subject: Section 401 Water Quality Certification
Dear Mr. Smith:
We are submitting the required documentation for the referenced permit.
Enclosed you will find one original application for the Sec. 404 Permit and
the 401 Water Quality Certification. Also enclosed are a set of seven sealed
civil drawings depicting the proposed telecommunications tower to be located
on the property.
Finally, included is a quad sheet for the Kannapolis Quadrangle with the site
marked, the General Permit Verification issued by the U.S. Army Corp of
Engineers, Wilmington District and a check in the amount of $200.00 to cover
the application fee.
If you have any questions or require additional information, you may reach
me at 704-321-0044. Thank you.
Sincerely,
MULDOWNEY GROUP, INC.
G
Kevin M. Muldowney
Project Manager
ULDOWNE GROU
INC.
2101 Sardis Road North, Suite 118 A REAL ESTATE SERVICES COMPANY
Charlotte, North Carolina 28227
704-321-0044 FAX 704-321-0055
00
VIA FEDEX
January 24, 2003
Ms. Beth Barnes
Water Quality Office
North Carolina Division of Environmental Management
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604
WE
Subject: Section 401 Water Quality Certification
Dear Ms. Barnes:
Enclosed are seven copies of the PCN application as per John R. Dorney's
letter of January 17, 2003. Our firm submitted the rest of the required
documentation on January 8, 2003.
If there is additional information or documentation required, please contact
me at your earliest convenience. You may reach me at 704-321-0044. Thank
you.
Sincerely,
MULDOWNEY GROUP, INC.
Kevin M. Muldowney
Project Manager
Enclosures
W ATF Michael F. Easley, Governor
O 9 William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r2 r Alan Klimek, P.E., Director Division of Water Quality
0
January 17, 2003
DWQ # 03-0014
Cabarrus County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Towercom East Coast, LLC
7411 Fulerton Street, Suite 200
Jacksonville, FL 32256
Dear Sir:
On January 8, 2003 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill waters for the purpose of constructing a wireless
telecommunications facility on the Boy Scout Camp Road in Cabarrus County. Approval from DWQ is
required to disturb these waters. Please provide 7 copies of the following information and refer to the
DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100
feet) so we can begin.to determine your projects' compliance with 15A NCAC 2H.0500.
Please provide, seven complete copies of the PCN application:,
Please telephone Beth Barnes at 919-715-8394 if you have any questions or would require copies
of our rules or procedural materials. This project will remain on hold as incomplete in accordance with
15A NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you.no longer
want to pursue the project and will consider it withdrawn.
4 J Dorney
O1 ater Qu ' Cert' ication Program
JRD/bs
cc: Mooresville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy
Gerald Muldowney, Dynan Group, 2101 Sardis Road North, Suite 118, Charlotte, NC 28227
WNR
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
(919) 733-1786 (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
OF W ATFh, Michael F. Easley, Governor
(} William G. Ross Jr., Secretary
?O 9 North Carolina Department of Environment and Natural Resources
j r Alan Klimek, P.E., Director Division of Water Quality
January 17, 2003
DWQ # 03-0014
Cabarrus County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Towercom East Coast, LLC
7411 Fulerton Street, Suite 200
Jacksonville, FL 32256
Dear Sir:
On January 8, 2003 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill waters for the purpose of constructing a wireless
telecommunications facility on the Boy Scout Camp Road in Cabarrus County. Approval from DWQ is
required to disturb these waters. Please provide 7 copies of the following information and refer to the
DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100
feet) so we can begin to determine your projects' compliance with 15A NCAC 2H .0500.
Please provide seven complete copies of the PCN application.
Please telephone Beth Barnes at 919-715-8394 if you have any questions or would require copies
of our rules or procedural materials. This project will remain on hold as incomplete in accordance with
15A NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
JRD/bs
4 J DrQuKyCer? O1 ater ication Program
cc: Mooresville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy
Gerald Muldowney, Dynan Group, 2101 Sardis Road North, Suite 118, Charlotte, NC 28227
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
(919) 733-1786 (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands