20051549 Ver 1_Complete File_20050812

O?O? W A T ?R?G
? r
O?
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
September 8, 2005
DWQ# 05-1549
Stokes County
Mr. Ron Lewis
Duke Energy Corporation
Mail Code 13K, P. O. Box 1006
Charlotte, NC 28201-1006
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Lewis:
Duke Energy Corporation has our approval, in accordance with the attached conditions, to place pennanent fill
in 114 linear feet of perennial stream and in 609 linear feet of intermittent stream in order to construct a railroad
spur line to provide limestone to a flue gas desulfurization system at the Belews Creek Steam Station, located
on Pine Hall Road near Walnut Cove in Stokes County, as described in your application received by the
Division of Water Quality (DWQ) on August 30, 2005. After reviewing your application, we have determined
that this fill is covered by General Water Quality Certification Number 3402, which can be viewed on our web
site at http://h2o.enr.state.nc.us/newetlands. This Certification allows you to use Nationwide Permit Number 39
when it is issued by the U.S. Army Corps of Engineers. In addition, you should secure any other applicable
federal, state or local permits before you proceed with your project, including (but not limited to) those required
by Sediment and Erosion Control, Non-Discharge, and Water Supply Watershed regulations.
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 Permit and approval letter and
is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the
future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h).
For this approval to be valid, you must follow the conditions listed in the attached certification, as well as
the additional conditions listed below:
The following impacts are hereby approved as long as all other specific and general conditions of this
Certification are met. No other impacts, including incidental impacts, are approved:
Amount Approved Plan Location or Reference
Streams 723 linear feet Streams as depicted on the "Wetland Survey for
Belews Creek Steam Station" (Sheets 1 & 2) and
on Figure 4 of the application attachment titled
"Supporting Information"

NO??`ttt,,Carolina
Naturally
North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone [phone] FAX [phone]
2321 Crabtree Blvd. Raleigh, NC 27604-2260 Internet http// h2o enr.state.nc.us/newetlands
Customer Service Number: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Mr. Ron Lewis
Page 2, DWQ# 1549
September 8, 2005
2. Appropriate sediment and erosion control measures which equal or exceed those outlined in the most
recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual or the
North Carolina Surface Mining Manual (available from the Division of Land Resources at NCDENR
regional offices or the central office), whichever is more appropriate, shall be designed, installed and
maintained properly to assure compliance at all times with the North Carolina water quality standards
that are applicable to Class C, waters as described in 15A NCAC 02B.0211 Fresh Surface Water Quality
Standards For Class C Waters. Such measures must equal or exceed the requirements specified in the
most recent version of the North Carolina Sediment and Erosion Control Manual. These measures must
be maintained on all construction sites, borrow sites, and waste pile (spoil) sites, including contractor
owned and leased borrow pits, which are associated with this project.
3. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control measures in wetlands or waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
project is completed or, if applicable, within six months of the date that the project is released by the
North Carolina Division of Land Resources.
4. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre-Construction Notification. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control "Best
Management Practices" shall be performed so that no violations of state water quality standards,
statutes, or rules occur.
5. Where riprap is required for energy dissipation and scour protection, it shall be limited to the minimum
dimensions specified by appropriate engineering calculations. Riprap may only be used below the
normal high water level. The original grade and elevation of the stream's cross-section must be
maintained. Riprap placed in the stream bottom must be inserted into the bottom matrix to a depth
sufficient to provide the thickness of riprap required for scour protection. The elevation of the stream
bottom must not be increased by the placement of riprap. Placement of riprap must not result in
destabilization of the streambed or banks upstream or downstream.
6. Energy dissipation and sheet flow must be provided for all discharges of stormwater before such
discharges reach stream channels or wetlands.
All construction activities associated with this project shall minimize built-upon surface area, direct
stormwater runoff away from surface waters, and incorporate best management practices to minimize
water quality impacts. If concrete is used with any fill material, it shall not be allowed to come in
contact with surface waters until it has cured. If any stormwater must be collected for discharge into a
stream channel, it shall not enter the stream as a point source, but shall be slowed and discharged as
sheet flow prior to entering the riparian buffer on either side of the stream.
8. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
finished. This certificate should be sent to the 401/Wetlands Unit of the NC Division of Water Quality
at the address listed on the form. Along with the Certificate of Completion form, please send
photographs upstream and downstream of each culvert site to document correct installation.
Mr. Ron Lewis
Page 3, DWQ# 1549
September 8, 2005
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, 6714 Mail Service Center, 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 Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-771-
4600 or Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
?
011-1,
AWK/cdl
Attachments
Alan W. Klimek, P.E.
cc: Eric Alsmeyer, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
Wetlands/401 File Copy
Robert Siler, Environmental Resources of the Carolinas, 7550 Forest Oak Drive, Denver, NC 28037-8224
r
I - OG5
SEA ?-.?7_
1'i?
C??o? W AT ?RpG
DW.- r
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 8, 2005
DWQ# 05-1549
Stokes County
Mr. Ron Lewis
Duke Energy Corporation
Mail Code 13K, P. O. Box 1006
Charlotte, NC 28201-1006
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Lewis:
Duke Energy Corporation has our approval, in accordance with the attached conditions, to place permanent fill
in 114 linear feet of perennial stream and in 609 linear feet of intermittent stream in order to construct a railroad
spur line to provide limestone to a flue gas desulfurization system at the Belews Creek Steam Station, located
on Pine Hall Road near Walnut Cove in Stokes County, as described in your application received by the
Division of Water Quality (DWQ) on August 30, 2005. After reviewing your application, we have determined
that this fill is covered by General Water Quality Certification Number 3402, 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 39
when it is issued by the U.S. Army Corps of Engineers. In addition, you should secure any other applicable
federal, state or local permits before you proceed with your project, including (but not limited to) those required
by Sediment and Erosion Control, Non-Discharge, and Water Supply Watershed regulations.
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 Permit and approval letter and
is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the
future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h).
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 following impacts are hereby approved as long as all other specific and general conditions of this
Certification are met. No other impacts, including incidental impacts, are approved:
Amount Approved Plan Location or Reference
Streams 723 linear feet Streams as depicted on the "Wetland Survey for
Belews Creek Steam Station" (Sheets 1 & 2) and
on Figure 4 of the application attachment titled
"Supporting Information"

One
NhCaroli na
Aalirrallif
North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone [phone] FAX [phone]
2321 Crabtree Blvd. Raleigh, NC 27604-2260 Internet htto//:h2o.enr.state.nc.us/ncwetlands
Customer Service Number: I-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50°b Recycled/10% Post Consumer Paper
Mr. Ron Lewis
Page 2, DWQ# 1549
September 8, 2005
2. Appropriate sediment and erosion control measures which equal or exceed those outlined in the most
recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual or the
North Carolina Surface Mining Manual (available from the Division of Land Resources at NCDENR
regional offices or the central office), whichever is more appropriate, shall be designed, installed and
maintained properly to assure compliance at all times with the North Carolina water quality standards
that are applicable to Class C, waters as described in I5A NCAC 02B.0211 Fresh Surface Water Quality
Standards For Class C Waters. Such measures must equal or exceed the requirements specified in the
most recent version of the North Carolina Sediment and Erosion Control Manual. These measures must
be maintained on all construction sites, borrow sites, and waste pile (spoil) sites, including contractor
owned and leased borrow pits, which are associated with this project.
3. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control measures in wetlands or waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
project is completed or, if applicable, within six months of the date that the project is released by the
North Carolina Division of Land Resources.
4. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre-Construction Notification. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control "Best
Management Practices" shall be performed so that no violations of state water quality standards,
statutes, or rules occur.
5. Where riprap is required for energy dissipation and scour protection, it shall be limited to the minimum
dimensions specified by appropriate engineering calculations. Riprap may only be used below the
normal high water level. The original grade and elevation of the stream's cross-section must be
maintained. Riprap placed in the stream bottom must be inserted into the bottom matrix to a depth
sufficient to provide the thickness of riprap required for scour protection. The elevation of the stream
bottom must not be increased by the placement of riprap. Placement of riprap must not result in
destabilization of the streambed or banks upstream or downstream.
6. Energy dissipation and sheet flow must be provided for all discharges of stormwater before such
discharges reach stream channels or wetlands.
7. All construction activities associated with this project shall minimize built-upon surface area, direct
stormwater runoff away from surface waters, and incorporate best management practices to minimize
water quality impacts. If concrete is used with any fill material, it shall not be allowed to come in
contact with surface waters until it has cured. If any stormwater must be collected for discharge into a
stream channel, it shall not enter the stream as a point source, but shall be slowed and discharged as
sheet flow prior to entering the riparian buffer on either side of the stream.
8. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
finished. This certificate should be sent to the 401/Wetlands Unit of the NC Division of Water Quality
at the address listed on the form. Along with the Certificate of Completion form, please send
photographs upstream and downstream of each culvert site to document correct installation.

• Mr. Icon Lewis
Page 3, DWQ# 1549
September 8, 2005
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, 6714 Mail Service Center, 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 Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-771-
4600 or Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
Alan W. Klimek, P.E.
AWK/cdl
Attachments
cc: Eric Alsmeyer, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
Wetlands/401 File Copy
Robert Siler, Environmental Resources of the Carolinas, 7550 Forest Oak Drive, Denver, NC 28037-8224
Triage Check List
Date: 8/31/05 Project Name: Belews Creels Stream Station
DWQ#: 05-1549
County: Stokes
Daryl Lamb, Winston-Salem Regional Office
To:
60-day processing time: 8/30/05 - 10/28/05
From: Cyndi Karoly Telephone: [phone]
The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USBV topo maps
? Minimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
1-1
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
Duke
Power.
August 29, 2005
Cindy Karoly
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
PROCUREMENT, CONSTRUCTION AND EH&S
Duke Power
526 South Church St.
Charlotte, NC 28202
Mailing Address:
ECI 1 E / PO Box 1006
Charlotte, NC 28201-1006
Subject: Belews Creek Steam Station
Isolated Wetlands and 401 Permitting for Flue Gas Desulfurization
Dear Ms. Karoly:
Per receipt of your notification and return of the check for the $200.00 fee for review of
projects impacting wetland and streams, a check for $475.00 is enclosed for review of
materials shipped on August 11, 2005. After speaking with your staff, the higher fee is
due to inclusion of the impact on streams with unimportant aquatic functions associated
with the construction of a Flue Gas Desulfurization System at Belews Creek Steam
Station in Stokes County, NC.
If you have any questions or need additional information, please contact me at (980) 373-
5710.
Sincerely,
/'-?M 'Zd"
Ron Lewis
Scientist, Environmental Support
RD D
AUG 3 n 2005
_rl'-Oos A1ri ,i ii llr ATEf?,BF jrGi
www.dukepower.coin
V4A Michael F. Easley, Governor
Q R William G. Ross Jr., Secretary
\O? pG North Carolina Department of Environment and Natural Resources
C? r Alan W. Klimek, P.E., Director
Division of Water Quality
O .? Coleen H. Sullins, Deputy Director
Division of Water Quality
August 16, 2005
DWQ # 2005-1549
Stokes County
CERTIFIED MAIL
Duke Power
Attn: Ron Lewis
EC11E
PO Box 1006
Charlotte, NC 28201-1006
Subject: Belews Creek Steam Station
Application Fee Payment
Mr. Lewis:
On August 12, 2005 the Wetlands/401 Unit of the Division of Water Quality received your application for a 401
Certification in Stokes County, North Carolina. On August 16, 2005 we received check payment in the amount of
$200.00 Please note that beginning January 1, 1999, the N.C. General Assembly passed legislation requiring
payment of a fee for all 401 applications. The fee for applications is $200 for projects impacting less than an acre
of wetland and less than 150 linear feet of streams. For projects impacting one or more acres of wetland or
150 or more feet of streams, the fee is $475. The Belews Creek Steam Station project reflects a perennial and
intermittent stream total of 723 linear feet. In order for DWQ to begin review and process your request, you must
send a check in the appropriate amount made payable to the N.C. Division of Water Quality. Please reference the
above DWQ # in all future correspondence. Your check is being returned for correction of payment amount. The
project has been placed on hold pending receipt of payment.
If you have any questions regarding this letter please do not hesitate to call me at (919)-733-1786.
Sincerely,
CU
Cyndi Karoly
Enclosure: Check #2042241 for $200.00
CBK/ljd
cc: File copy
Central Files
20051549 Belews Crk_Duke PwT (Stokes) Hold for Money `
t?CDE(r.?i
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)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.staic.nC.os'ncActlands)
Customer Service #: 1-877-623-6748
08/10/2005 0002042241
Invoice Date Invoice Number Voucher ID Gross Amount Discount Available Paid Amount
08/03/2005 0803052000ONC 00064652
200.00 200.00

AUG 1 1; 2005
DENR • WATER OUALITY
WETLANDS AND STORMWATER BRANCH
Vendor: 0000071960 Vendor Name NCDENR Total Paid Amount 200.00
Dupre
Power.
August 15, 2005
Cindy Karoly
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
PROCUREMENT, CONSTRUCTION AND EH&S
Duke Power
526 South Church St.
Charlotte. NC 28202
Mailing Address:
EC11 E / PO Box 1006
Charlotte, NC 28201-IOG6
Subject: Belews Creek Steam Station
Isolated Wetlands and 401 Pennitting for Flue Gas Desulfurization
Dear Ms. Karoly:
Enclosed is a check for the S200.00 fee that was not included with the review request and
materials shipped on August 11, 2005, associated with the construction of a Flue Gas
Desulfurization System at Belews Creek Steam Station in Stokes County, NC.
If you have any questions or need additional information, please contact me at (980) 373-
5710.
Sincerely,

Ron Lewis
Scientist, Environmental Support
QFc FDWFm
D
AUG 1 6 ?005
DENR - WATER QUALITY
WETLANDS AND STORIAYATER BRANCH
www.dukepower.corn
Duke
Power.
August 11, 2005
Cindy Karoly
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
PROCUREMENT, CONSTRUCTION AND EH&S
Duke Power
526 South Church St.
Charlotte, NC 28202
Mailing Address:
EC11E / PO Box 1006
Charlotte. NC 28201-1006
Subject: Belews Creek Steam Station
Isolated Wetlands and 401 Permitting for Flue Gas Desulfurization
Dear Ms. Karoly:
Thanks for the assistance of Mr. Daryl Lamb of the NCDENR Winston-Salem Regional
Office who accompanied Mr. Eric Alsmeyer of the ACOE for delineation of wetland
areas associated with the construction of a Flue Gas Desulfurization System at Belews
Creek Steam Station in Stokes County, NC. Based on review of the surveyed areas, the
proposed activities will require filling of 0.24 acres of isolated wetlands, 609 feet of
unimportant aquatic function channels, and disturbing 114 feet of perennial channel for
culvert installation. Attached is a Preconstruction Notification and supporting
information for proposed activities. Pending your approval and certification, Duke
Power proposes to do this work under Nationwide Permit 39. No mitigation is proposed
for this work.
Your review and response within the next 30 days is requested, as construction activities
are on-going to meet the air emission control target dates. If you have any questions or
need additional information, please contact me at [phone].
Sincerely,
ge-"4 ?"-
Ron Lewis
Scientist, Environmental Support
od?D
o ? ? ti00
oVN??OS a?iiP
www.dukepower.com
Office Use Only:
Form Vcrsion March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit X Isolated Wetfand Permit from DWQ
X 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: X, if required
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: El
II. Applicant Information U ???D v D
1. Owner/Applicant Information AUG 1 2 2005
Name: Ron Lewis,
Mailing Address: Duke Energy Corporation ' D DSMID STpR1?'?lATER B BTER NATERY
1 r'ETIANDS AND RANCH
Mailcode 13K, P.O. Box 1006
Charlotte, NC 28201-1006
Telephone Number: [phone] Fax Number: 704-382-6240
E-mail Address: _relewislpa,duke-energy.com
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/applic.uit.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 1 of 10
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, hrot crty
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: Belews Creek Steam Station Flue Gas Desulfurization System
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): Tax Parcel Number 6982-00-64-2716
4. Location
County: Stokes
Nearest Town: Walnut Cove
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): 1-40 Business through
Winston-Salem; Hwy. 158-N to Belews Creek Rd; left (NE) on Belews Creek Rd. to Hwy
65; left (NW) on Hwy 65 to Pine Hall Road; right (NE) on Pine Hall Rd. to Belews Creek
Steam Station entrance.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 036° 16' 41.8" °N 080° 03'29.3" °W
6. Property size (acres): 500+ acres
7. Name of nearest receiving body of water: Belews Lake
8. River Basin: Dan River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp://ii2o.enr.state.nc.us/admin/naps/.)
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 site is used for the production of electricity, isin'coal.
Page 2 of 10
Areas not used to support energy facilities are generally managed forests adjacent_ to a
cooline reservoir.
10. Describe the overall project in detail, including the type of equipment to be used: A Flue Gas
Desulfurization System must be installed at Belews Creek Steam Station to comply with the
new Clean Smokestacks Legislation. This involves construction of structures to inject
limestone into new emission stacks, and landfilling the byproduct gypsum. A new rail line is
required to deliver and off-load limestone to the facility.
11. Explain the purpose of the proposed work: Enhance emissions from the facility to meet the
new Clean Smokestacks Legislation in NC
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. Belews Creek Steam Station and supporting facilities were constructed in
late 1960's-early 1970's. A cooling reservoir and an ash basin were constructed in Belews Creek
basin associated with the plant. Facilities were constructed prior to the Clean Water Act. No
known 404 permits have been obtained for existing facilities, except for one associated with
rerouting the ash basin discharge from Belews Lake to the Dan River, associated with selenium
toxicity in Belews Lake
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.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intennittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
Page 3 of 10
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: Impacts are associatcd with
construction of a railroad spur to provide limestone to a flue gas desulfurization s: m_to
enhance air quality emissions from Belews Creek Steam Station to meet the Clean
Smokestacks Legislation in NC. Also, stockpiling and landfilling of the waste product
(gypsum) is necessary.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and floodinu.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
(yes/no) (linear feet)
Isolated Pond #2 None Pond/Past Sediment Basin No Fed by 0.06
Channel #2
Isolated #3 None Manmade ditch- No Isolated 0
02
Herbaceous .
Manmade-Blocked
Isolated #4 Toe of Landfill Manmade Drainage; No Isolated 0.07
Herbaceous
At head of
Blocked drainage Unimportant
Jurisdictional #5 None associated with electric No Aquatic 0.33
R/W-Herbaceous Function
Channel #5
Isolated ##6 Railroad Line Blocked Drainage in Pine No Isolated 0
08
Plantation-Forested .
Instream of
Jurisdictional #7 None Blocked channel-Forested No Unimportant 0.14
Aquatic
Function #7
Isolated 118 Sediment Basin Blocked drainage in No Isolated 0
09
Electric RAV-Scrub-shrub .
Backwater of Belews Connected
Jurisdictional ##11 None Lake-Scrub-shrub Unknown to Bclew,3 (%.!
Lake.
Total Wetland Impact (acres) Isolated=
- -.0.24 -
3. List the total acreage (estimated) of all existing wetlands on the property: 1.19acres
4. Individually list all intennittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement «valls, Crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
Page 4 of 10
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Perennial Average Impact Area of
Number* Stream Name Type of Impact 9 Stream Width Length Impact
indicate on ma t
Interm
ittent. Before Impact linear feet acres
UAFC #2 Unnamed None Intermittent 0.5 0 0
UAFC #5 Unnamed None Intermittent 1.5 0 0
UAFC #5A Unnamed Railroad Line Intermittent 1 44 0.001
Perennial #513 Unnamed Railroad Line Perennial 2.5 114 0.007
UAFC #6 Unnamed Sediment Basin for Intermittent

Landfill 2 300 0.01
UAFC #7 Unnamed none Intermittent 1.5 0 0
UAFC #8 Unnamed Sediment Basin for Intermittent

Stockpile 1.5 73 0.003
UAFC #9 Unnamed Sediment Basin for Intermittent

Stockpile 1.5 192 0.007
UAFC-
609 ft 0.028
Total Stream Impact (by length and acreage) P
i
l
erenn
a
- acres
114 It
*UAFC-Unimportant Aquatic Function Channel
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(take, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
None

Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.03
Wetland Impact (acres): 0.24
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.27
Total Stream Impact, Unimportant Aquatic Function 609
Total Stream Impact, Perennial (linear feet): 114
7. Isolated Waters
Do any isolated waters exist on the property? X Yes ? No
Page 5 of 10
Describe all impacts to isolated waters, and include the type of water (wetland or strcam) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the i .? :;
Identified in 4 above. Use of Isolated Wetlands #4 (landfill 0.07 ac.), #6 (rail line ORS act,
and #8 (sediment basin 0.09 ac.).
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII, Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. Feasible areas for facility
expansion for the flue gas desulfurization system for the Belews Creek Steam Station were
investigated for protected species, waters and wetlands (see Figure 1), then construction planning
for proposed new stacks, stockpile areas, a railroad spur, and landfills began in conjunction with
the biological inventory. Critical constraints were 1) having stacks proximal to the existing
plant, 2) having a rail spur of sufficient length to deliver limestone to the site, and 3) having
sufficient landfill and stockpile capabilities for waste gypsum. The flue gas desulfurization will
require large amounts of landfill and stockpile capabilities over the life of the facility. Use of
ravines and headwater drains minimize total land disturbances because of their increased storage
capabilities. Those ravines and headwater drains closest to the facility greatly reduce hauling
costs. All practical options were considered to avoid impacts to wetland and channcls. All
wetlands on the site were man-induced and the result of blocked drainages fr+,111 c d cr
rerouting of water around past construction yards that were initially deyclopw during
construction of the facility in the late 1960's and early 1970's, and periodically reused; they are
therefore near past construction sites. Duke was able to avoid impacts to several wetlands (83,
95, #&, major portion of 48, and #11) and a pond (#2), but the proximity of wetlands to existing
construction yards and the plant, made it difficult to avoid impacts to all wetlands.
Page 6 of 10
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may L.: 1,
Division of Water Quality for projects involving greater than or equal to one acre of to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to pcr?;nr1i;11
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetIands/stn°ngide.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.
No mitigation is proposed as mitigation planning has reduced perennial stream impacts to
114 feet and wetland impacts to 0.28 acres of isolated wetlands, below the threshold required
for mitigation. No perennial or unimportant aquatic function intermittent channels contain a
diverse macroinvertebrate community and none contain fish. Wetlands on the site are the
result of past rerouting of water around construction yards, to sediment hasins, or tl,,, <a,i!t
of blocked drainages from past excavation or access road development. Substantial cuts ind
fills occurred on site durin,, initial construction. Should it be determined that mitigation is
proposed for the proposed actions, Duke would choose to use the NC Ecosy tcm
Enhancement Program to satisfy its mitigation requirement.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating,
that they are will to accept payment for the mitigation must be attaclicd to this form. For
Page 7 of 10
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://li2o.enr.state.nc.us/wm/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
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. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federaUstate) land? Yes ? No X
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No X
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3 (2 for Catawba)
Page 8 of 10
Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or.0260.
e
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Other than buildings, no impervious additions
proposed
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.
Modification of the existing treatment system NPDES permit N00024406 has been approved for
the additional FGD effluent and wastestreams
XIIL Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 21-1.0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application? Yes ? No X
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No X
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://1i2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: Project
is required to meet clean air legislation by enhancing air emission from the electric generating
facility, which should have no impact on additional development.
Page 9 of 10
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit
construction dates to allow processing time for these permits. Ilowevcr, an applicant may
choose to list constraints associated with construction or scgtici ciri4, !'tat 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).
Site contains no endangered or threatened species with written concurrence from the I1S Fish and
Wildlife Service; there are no outstanding issues with then National Historic Preservation Act
supported by written concurrence from NC Department of Cultural Resources.
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 10
SUPPORTING INFORMATION
TABLE OF CONTENTS
Figure 1. Study area ............................................................. I
Figure 2. General location of wetlands of the study area ..................2
Figure 3. General location of wetland W-11 .................................3
Table 1. Wetland characteristics of the study area .........................4
Figure 4. General location of stream channels of the study area ......... 5
Table 2. Stream channels characteristics of the study area ................6
Sheet 1 of 2 Plat of Wetland & Stream Surveys for BCSS
Sheet 2 of 2 Plat of Wetland & Stream Survey for BCSS
Drawing C-0 Site Layout with wetlands, streams, and proposed facilities
Detail Drawings C-2, C-4, C-5, C-5a, C-5b, & C-6 of Erosion Control Plan
Endangered species letter from US Fish & Wildlife Service.............
Cultural resources letter from NC Department of Cultural Resources.
Compact Disk with copy of Biological Inventory, survey plats, and
drawings (pdf)
080'04`0,00" W. 080° 03'0.00' W P80° 02'10. ' W
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110` 04'i0.00` 080" 03'10.00"W b80" 02'10 .1?0" V
Name: BELEW S LAKE Location: 036° 16'41.8- N 080° 03' 29.3' W
Date: 9/1/2004 Caption: Duke Power
Scale: 1 inch equals 2000 feet Belews Creek Station
FGD Landfill Site
Copyright (C) 19)7, Maptech, Inc
Figure 1. Portion of the Belews Lake USGS 7.5 minute map, showing the approximate boundary of
the study area for facility expansions associated with the installation of a Flue Gas Desulfurization
System at Belews Creek Steam Station in Stokes County, NC.
•

J
a
A ?
« M
F
t W_6
W-4 W-2-2
6 s .

J
Figure 2. Approximate locations of wetlands in the study area for facility expansion
associated with the installation of a Flue Gas Desulfurization System at Belews Creek Steam
Station found to be under the jurisdiction of USACE or NCDENR. Wetlands labeled in red
are under the USACE jurisdiction and those labeled in green are isolated and under
NCDENR jurisdiction.
2
Figure 3. An additional wetland (USACE jurisdiction) in the study area for facility
expansion associated with the installation of a Flue Gas Desulfurization System at
Belews Creek Steam Station found to be under the jurisdiction of USACE.
3
Table 1. Summary characteristics of areas investigated for jurisdictional wetlands.
Plot Jurisdictional Jurisdiction/
Number Associated Water Vegetation Soils Hydrology Wetland Size
Ditch-Diversion / Isolated
Surface Water NC DENR
W-2 Unimportant No Yes Yes Pond and Past 0.06 ac.
Channel S-2 Sediment Basin
Isolated
W-3 Ditch-Diversion Yes Yes Yes Wetland and NC DENR
former diversion 0.02 ac.
ditch
Isolated
Ditch- Wetland formed NC DENR
W-4 Diversion/Blocked Yes Yes Yes from rerouting 0
28 ac.
Drainage an old access .
road
Yes, formed
from grading USACE
W-5 Upland drainage Yes Yes Yes associated with 0.33 ac.
old access road
Isolated
Ditch- Wetland formed
N
W-6 Diversion/Blocked Yes Yes Yes from past use 08 ac:
8 ac
0
Drainage as a sediment .
basin
Yes formed
W-7 Unimportant Yes Yes Yes from extensive USACE
Channel S-7 up-channel 0.14
erosion
Isolated
Wetland formed NC DENR
W-8 Ephemeral Channel Yes Yes Yes from grading 0
09 ac.
associated an .
old access road
W-11 Stormwater Drain to Yes Yes Yes Yes USACE
Lake/ Belews Lake 0.05 ac.
4
vx

l
0
i
F'
F
r .
4,
fF .+
S
Figure 4. Approximate locations of channels investigated in the study area for facility
expansion associated with the installation of a Flue Gas Desulfurization System at Belews
Creek Steam Station. Channels labeled in red have unimportant aquatic function; channel
5B is perennial.
5
Table 2. Summary characteristics of channels investigated for jurisdictional status.
Waters Status Jurisdictional
Distance
S-2 Unimportant Aquatic Function Channel 62 feet
S-5 Unim portant Aq uatic Function Channel 662 feet
S-5a Unim portant Aq uatic Function Channel 375 feet
S-5b Perennial Channel 150 feet
S-6 Above Rd. Unim portant Aq uatic Function Channel 300 feet
S-6 Below Rd. Unim portant Aq uatic Function Channel 187 feet
S-7 Unim portant Aq uatic Function Channel 409 feet
S-8 Unim portant Aq uatic Function Channel 73 feet
S-9 Unim portant Aq uatic Function Channel 192 feet
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Field Office
160 Zillicoa Street
Asheville, North Carolina 28801
May 13, 2005
Mr. Ron Lewis, Senior Scientist
Environmental Support
Duke Power
EC 11 E/P.O. Box 1006
Charlotte, North Carolina 28201-1006
Dear Mr. Lewis:
Subject: Belews Creek Steam Station - Flue Gas Desulfurization System, Stokes County, North
Carolina
In your letter dated March 17, 2005, you requested our comments with regard to the subject project.
'nie following comments are provided in accordance with the provisions of the Fish and Wildlife
Coordination Act, as amended (16 U.S.C. 661-667e), and Section 7 of the Endangered Species Act of
1973, as amended (16 U.S.C. 1531-1543) (Act).
Endangered Species. According to our records and a review of the information you provided, no
listed species or their habitats occur on the site. We concur with your determination that the proposed
project will not affect endangered or threatened species and their habitats. Tlierefore, we believe the
requirements under Section 7 of the Act are fulfilled. However, obligations under Section 7 of the
Act must be reconsidered if (1) new information reveals impacts of this identified action that may
affect listed species or critical habitat in a manner not previously considered, (2) this action is
subsequently modified in a manner that was not considered in this review, or (3) a new species is
listed or critical habitat is determined that may be affected by the identified action.
Storm Water. Loss of riparian buffers and inadequately controlled storm-water
developed areas are major factors resulting in the degradation and loss of aquatic resources.
Accordingly, we recommend that you develop and implement an adequate storni-water-control and
-treatment plan and that undisturbed riparian buffers (natural vegetation) be mair?talii, d an(Uor
reestablished along any perennial and intermittent streams on the site. Vegetated riparian buffers
serve as filters for contaminants, lessen storm-water velocities, provide thermal cover, and protect
stream-bank stability.
Erosion Control. Given the proximity of the project to aquatic environments, ?%'c .11 1,) cr-;r)'
that stringent measures to control sediment and erosion should be implemented prior to any ground
disturbance and should be maintained throughout project construction.
Recommendations to Mitigate for Unavoidable Impacts to Streams a 1, '1: T?
recommend that any mitigation plan for this project include the restoration of comparable wetlands
and streams at a ratio of at least 2:1. We need to review a complete mitigation plan in order to
provide detailed comments. A mitigation plan should include a description of the site of any
mitigation, a detailed wetland restoration or creation plan, the goals and objectives, and an assessment
of the probability of success. A complete plan should include a specific description of the manner in
which the proposed mitigation will offset any permitted impacts, including those to fish and wildlife
resources in the permit area. Timeliness of the completed restoration/creation efforts should be
considered relative to the proposed impacts. A regular monitoring plan should be included in any
restoration plan.
The following are additional mitigation recommendations:
L Riparian vegetation should include sedges, grasses, and rushes, as well as native
woody species. Exotic vegetation should be screened from any plant material.
Large woody species will provide thermal cover and deep bank-stabilizing root
systems along the restored stream channel.
2- Stream channel design should mimic slope, riffle slope, pool slope, valley slope,
meander geometry, sinuosity, cross-sectional dimensions, entrenchment ratio, bed
material (pebble count), and bank-full discharge of a nearby reference reach of
stable stream of the same classification (Rosgen 1996). We would like to review
the final design of the stream and/or wetland restoration of any proposed
mitigation.
3. Monitoring should continue for at least 5 years following wetland or stream
construction. Annual reports should be submitted to the resource agencies.
Resource agencies should be notified of problems with success or function of the
stream or wetland mitigation within 30 days of detection.
4. An appropriate regional conservation organization should hold title to deed
restrictions on the mitigation site(s). The title to the conservation easement should
be conveyed along with an endowment for future monitoring, management, and
any contingencies to ensure success of the mitigation. The endowment should
also make provision for any required periodic legal filing.
Thank you for allowing us to comment on this project. Please contact Mr. Mark Cantrell of our staff
at 828/258-3939, Ext. 227, if you have any questions. In any future correspondence concernunU this
project, please reference our Log Number 4-2-05-148.
Sincerely,
157
Brian P. Cole
Field Supervisor
„l $Urt 4
Michael P. Easley, Governor
Usbcth C. Evma, Secretary
Jeffrey J. Crow, Deputy Secretary
November 3, 2004
Jennifer Huff
Senior Environmental Resource Manager
Duke Power
PO Boy: 1006
Charlotte, NC 28201-1006
Office of Archives and I listory
Division of Historical Resources
David Brook, Director
Re: Proposed Landfill at Belcws Creek Steam Station, Stokes County, ER 04-2651
Dear Nis. Huff:
Thank you for your letter of October 7, 2004, concerning the above project.
We have conducted a review of the proposed undertaking and are aware of no historic resources wlucli would
be affected by the project Therefore, we have no comment on the undertaking as proposed.
T1ne above comments arc made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CPR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above continent,
contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763. In all future
communication concerning this project, please cite the above referenced tracking number.
Sincerely,
ctcr B. Sandbeck
L?xuior, Nt.ilmg Address 'rAcphone/Pax
ADMINISTRATION 1t7 N. I11-m'acct, Rald};h NC 4617 MA S11Kc Ccntcr, liaki};h NC 2769) 4617 (71'))71}4761/7}}Y651
- (')17)7116547/X5-4gii1
Scn?cc fencer, R:dcu;6 NC 27(.9) 4617
RESTORATION 515 N IiI- t titres, I'.Ala? It NC 4617 t,1,11
4617 MA }cntcc Ccnrcr, It?lcy;h N(: 27677 4617 (717)7 it 6545/71 S4ht?l
SURVEY & 1'IAN;VING 515 tJ. Ill?m tiiact, li.da};h, NC
North Carolina Department of Cultural Resources
State Historic Preservation Office
Pctcr 11. Sandfxdy Adcninistntor
I Duke
®Powere
A Duke Energy Company
October 7, 2004
Ms. Renee Gledhill-Earley
North Carolina Department of Cultural Resources
4617 Mail Service Center
Raleigh, NC 276994617
Subject: Proposed Landfill at Belews Creek Steam Station
Stokes County
Dear Ms. Gledhill-Earley:
Duke Power
526 South Church Strcet
PP...O.dBlotx 1006 2 ?q1 9
Mailtode LC 1 L?l oG
Duke Power is in the process of siting a new landfill for its Belews Creek Steam Station. The
landfill will be filled with gypsum, a by-product of a new Flue Gas Desulfurization System. The
new system is being installed to comply with North Carolina's new clean air regulations.
A total of 50 acres will be disturbed during construction of the landfill; the proposed landfill
itself will encompass 22 acres (see enclosed map). The site consists of loblolly pine plantations,
natural pine stands that succeeded from previously farmed fields, some hardwoods that have
been logged, and electric transmission line corridors. The loblolly pine stands are located in
areas that were utilized as borrow and fill areas during the construction of the Belews Creek
Steam Station.
Duke Power is not aware of any known cultural resources in the proposed landfill area.
However, there is an old tobacco barn located within the footprint (see enclosed photos).
Please let us know by November 12, 2004, if we need to take any additional actions to ensure
that we are appropriately considering archaeological and historic sites. Please do not hesitate to
contact me at 980.373.4392 should we need to discuss this issue further.
Sincerely:
G` Yt
J ifer Huff
Sr. Enviromnental Resource Manager
Enclosure
cc w/o enclosure: W.M. Miller
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80° 04' 0.00' v 1 080, 03' 0.00- V)
Name: BELEWS LAKE Location: 036° 16'41.8" N 080° 03'29.3" W
Date: 9/1/2004 Caption: Duke Power
Scale: 1 inch equals 2000 feet Belews Creek Station
FGD Landfill Site
I,,;? IN'

f ?L
o.
Bclews Creek Steam Station Landfill Site: Tobacco Barn
Wetland Certificate
This certifies that this ropy of this plat accurately
depicts Ofe boundaries of Jurisdiction of Section 404
of the Clean Water Act as determined by the
undersigned on this date. Unless there Is a change in
the law of our published regulations this determination
of Section 404 jmidiction may be relied upon for a
period not to exceed five (5) years from this date.
This determination was made utilizing the 1987 Carps
of Engineers Decl'neatwn Manual.
Dated Title
lad 161LE
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LIM 717 S21'S.'SB'V 4450 P6x N M'43E
I fimmy N. Fakes. certify that this plat was drawn under my supervision
from on actual survey made under my supervision. deed description and/or
Map Book SEE Page NOTE 2 That the boundaries not surveyed are dearly
indicated as drawn from information fjTM in Book N/A page N/A • that •
the ratio of precision as calcul,(IiI440 ?ppDO6y that this plat was prepared x-0aLan3 e.
in accordance with the Stmtla4APj1Eb?r,??iy?Surveying as amended. O-1.
Witness my original signa(urs;l2 sy• ?a9?11. "`'0a0a011
a
TN2 8 day of AU 005 496
\ •S?

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L :I

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Act:
• 4
N. FAIR PLS'? O ,
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NUMBE S9URJ
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'VETHERV 0.05 ACRES 6 2 21260
6 1lJ lCnoNA1 127
C 168ne42381 R
WETLAND
rl..e.eo9.39
NC50 r o.1...
21491
„ ns
21m
1249 1276
BE""DJ ?11
POINT / NOnFR1G WING
DESCRIPTION 1271 1277
1271 923961.7557 1687719.8071 .4-49 N
1272 923959.8422 115x7706.7793 M-11/5
1493 923966.1361 1687702D574 M-11/6
?
?
1274 923978.4012
1275 923996.1585 1687697.3543
16877921794 82-11//
d-llfl F
'6
1176 925991.3612 1687767.1449 M-11/2
21277 923971.7392 11587736.8233 d-1113

1278 923988.9379
1667711.8766
r-1168 r
1279 924007.5513 I"T74S.5763 82-1169
1260 924019.3825 16877584257 M-11(10
PERENNIAL CH
CHANNEL f 58 f 5B
POINT / NOTHING EASTIN DESRPaON 350 FEET
1437 921312924 1605x274150 . }20/b.gln%-I
1438 921718276 166985x2889 . 5b-2
1439 921829071 16696326642 .5b-3
1440 927219.5549 I"97ea.6723 .5b-4w4
rING /e
POINT / NORTHING FASTING DESCRIPTION
13M 91415.1339 166027.7473 82-6f7
1357 92139ZaM5 lUZ93OL0935 M-e/a
1336 921410.5672 1153041.170 Mary
2IM9 914364961 16x056.6970 w.-era
1360 914363913 1888947.377 82-6/6
1361 9214631021 1680486556 d-bp
21362 9214713333 16869620022 d-6µ
21363 9214834999 168091038 wl-663
2130 92110.7105 160011.5371 82-642
21365 921472449 160011.4895 .-6/1&15
21366 92145&7057 15890266349 M-6/11
21387 92144711/0 IM19029.2597 M-e/IS
213ea 92113111760 1666996.8163 M-8/12
21389 91440.1106 1680827293 M-6(11
0.08 ACRES /
ISOLATED 21356
WEIIAND # a 21157 -
CHNEL
G
POINT f NOR74H [ASfNG
8746 921247.117 1602065791
6747
921259.7743
1669211.5661
6 74a 21274 .5133 ltftll?50731
a
749
92120.5963
1601749581
8750 91117587 1589125.1601
8751 921220.6953 1 689107 .9a2l
5752
9751 9712016445
921183013 160061.9691
16003&2591
8754 92110.5793 1669016.1461

• 9 6755 921139.4511 1698977.9461
y, 6756 911237797 1660661561
6757 911 149613 158084.1081
9758 92110.2113
168896&4361
8750 921121.8193 1669004.1281
21344 921229.5071 16010.0006
21345 9212266447 160171.3014
1116 9212119570 160152.2980
21347 921199.7467 I&nl412294
21345 9211713080 158915aSM2
21349 92117109.55 1689104.9920
21750 921 145.4548 1689079.5906
21151 921153.6559 1 ee9095.3067
21152 9211329100 16890512117
21353 9211191582 160079.8779
2130
21383
]
Sal 1151 J? 1
0 21367
21
1369
J x9
21356
0.2a ACRES
ISOLATED
WE11AND, + t
I .f/
-V
8759
DESCRIPTION
w-4
.-4
-4 V
.-4 }6
w-4 65
.-4 J4
r4 /3
w-4 Q
.-4 /1&27
w 4 fl&26
N 49&25
w-4 fl&24
r4 (1623
w4 0&21
d
M
r
M-4 fl7
M-4f14
M-4flS
M-4117
,1-4/16
M-4 f1e
.1-4119
9EilAND / a
POINT / NORTHM EASIING
671 91456 4053 168984291151
634 91457.6203 1e8955&2271
815 921481.3413 166950.6691
am 9214711123 1634551.971
537 9214993343 780574.9771
335 921 5085543 160555.1431
a39 9215119573 1603111051
610 9215113513 1603221501
1377 9215047349 1507952748
21375 91477.002 ISMOOZD905
21179 921481.6905 1606012577
21350 921457.0120 150514.9012
0.02 ACRES
ISOLATED
WETLAND + 8
8119
0
v3 n
<m
mO
?z
zz
x
L9f iN&E
Les( L6747N 9E66946
Lis! 1422 S6Y1o70E
Ux 7tb1 1e39WYE Un x76 1102-JM
U53 1190 ur10'3E U74 1663 Noe-1691E
116 W46 S79'ri41T U75 261)9 N2a1'16v
Li13 4916 S31 '51.16E lln 326
U54 2424 S21'SB33'V Lin 31,82
U57 27X3 S4943'57E 090 51.14
LIM 5386 S791316E LIM 21M
L159 7333 S1P4M'E 082 xie2
LIU 391)7 151.1696E L191 46.09
L161 8242 N6021'49E L1a 2190
U62 6512 1 V6 WE LIM 1696
L163 S74 I531171T L1a 69.31
uu 1219 Sa'23'12v L187 81.09
LIG3 16A3 S6R-?"5'E Li 9e 1097
1166 19.99 S81•a75E 1.169 1759
L187 San 5CITVzIE L190 21.45
U68 lam M9'09nv L191 76931
L169 11.99 IPt'aY34v 4492 10762
Un M73 N66'4arrv 1193 11
Un 29P7 -- 094 149.11
U72 118? -516- 0.5 19137
CHANNEL # 5A
POINT f NORTHING EAS191G DESORPTION
21421 922016.3451 1669996.0460 . 5-10 aid
1422 922OS15M 1:900137754 .50-9
1427 922016.7565 , 90072 .6370 . 5o-e
1424 922046.4414 1000931062 .So-7
1425 922D51.2573 1100114.2119 .5048
1426 9220502275 1690139.1396 8 5-5
1427 92206,16452 16902019096 . Se-1
1126 921b&2736 100267.4432 .50-3
1429 9220551376 169o32z9273 . 50-2
1430 922015228n 159070.37CS .56-1
UNIMPORTANT AQUATIC FUNCTION CHANNEL V10NITY MAP NOT TO SCALE
+ SA
975 FEEL'
I CH-f5
1427
1126 POINT f NCRTNING EASING DESCRPTION
543 91664.1013 118902212641 5-31/. 5--1

1422 1407 916804365 1690207.0246 It 5-2
25 1. 1.n L11 L4e 21430 1406 91720.9492 115901736776 . 5-3
1114, 1426 1426 1429 1409 917/565763 16901e1.54a3 . -5
1410 91799.e9x
799.e93s 1,, 37
1e901n.sTn . }6
1424 1411 918525542 1690097.0264 . }7
11496
21423 1412 91686.8417 1690067.1334 . 5--a
1413 919012375 1690059.3639 = 5--9
1414 919213086 18900/4.017 . 5--10
5 1415 91949.7452 16901)27.9133 . 5-11
1415 922005.4333 115900411.807 .5-44
1419 922027.230152 1690014.9056 ¦ 5-13
13 1420 922041aO26 111900010624 . 5-14
11112 21431 1
472
1 350
922069 .1 16x9971.9185 . 5-16
1 1437 9220792132 1669959.106 . 5-16
\141 1434 9220638360 16899436318 .5-17
1435 9220742138 160924.6716 • 5-18
1110 21436 rn
9
U
12 82 }
2
2,
.
924 0
I6&9127 .5
-20/begh5b-1
1409 9
y TEILA7D f 5
1407 POINT / NORTHING EASING DESCRIPTION
1408 r, 841 91627.1693 1690207.9791 . }323
A
03 542 91642043 1100215.051 . 1-32
2j 644 613 91661.1013 1690=2641 . 5-31/. 5-1
842 84 5 a44 9161504/83 1690244.9461 . 5-30

° 5" 8,45 9107.7363 1690MI.1751 . 5-29
841
847 a" 9161.6703 16902760871 . }28
1
5"
' 07 915940347 16902509.5071 . 5-27
.
849
-4 1348 91567.327 1690.1267/01 . }19
2
13ex 7
651 649
650 91562.1/3
915429513 1690329.9261
18903525821 . }15 ^ 6?
. 5-17
I
391
1 r
611
9215
3
890379.5,571 U
. }15
?
x1
1 390 652 12151
915121513 169079&1911931 ///
CCC
w }15

1
C aSJ
653
914x1652]
1001.0301 ??`
lll
. 5-14
21395 a54 91457.1043 1690442051 m 5-13
ass °i 334 655 914710023 116903719361 In 5-15
1397
0.99 ACRES 4 21405 21385
13M 916016374
9215970306 1690162506
1590226.4441 . }34
. 5-35 /
JURISDIE171ONAL 1399 405 21387 9n564.06M 16902399976
)
.5-315 1.f la
WETLAND / 6 \ k 1105 130 915/&4897 le .
169029222969 . 5-35

1404 1
390
21391
9153&OOD3
16
903105090 /9

. }24 C'h'
6N` u

11PI 21402

21392
92155930e9
915705093
100305124/
1690268.1695 ;a
. }21
t?
}
. 2EEE6667 •I ' (y
CC
1393 9215x36094 le90251.4463 .}27 1
1394 915317992 1690369073 . 5-23 u'SI?
1395 915222249 1690344.1253 . 5-22
1396 91501.49778 16903151594 . }39
1397 9147&7824 1890375DOD4 . 5-41
1396 91434.3034 1590/020996 . }3
CHANNEL / 2 1399 921/26516 1e901&3123 . }I
POINT / NORTHING G FISTING DESCRIPTION 1400 9140&1Wa 169043&49722 . 5-6
1341 911145422 160371.0143 o-2fid 1401 91391.5194 16904570987 .5-7
21342 911117730 1689384.7816 o-212d 1402 913959243 16961654156 . 5-8
1343 910956109 160429.6719 r263d 1403 913934953 16904x&1461 . }10
1431
1420
141
/
14
115
141
UNIMPORTANT AQUATIC FUNCTION CHANNEL
1
f5
\
692 FEET
DESORPTION
a 3a
.84
. 6 -6
.e-s

.a-10
M-bf 1
82-8/11
M-a(1
M-14/3

0.09 ISOLATED ACRES
lSDLATED \640 877 Mrs
WETLAND d a 1m

635
177
13 4 ?
61
3
1380 a34
6746 f 21773
21

6717
1
1
1772 _

D
//
6
2137
1]70 PONY /
21370 NORINNG CASmNC DESCRIPTION
0 S
21374 21371 912036]00 1689155 also M-3/I
$
Z1376 912064306 1603623/94 ,1-3V
21346 6716
L
/ 1349
21373 e1220.a977
912/9.7897 11589,374-7190
1669417.0465 .4-3f2
.1-3#3
2137 21374 9121112]2 1889417.7696 82-3/
1348 2,
3=23I 310 21x9 21375 9212511112 1689429.6976 82-3/4
1 21376 21341 21376 912246363 160401.2955 82-3/6
21 336 21342
1x 2131]
21735 _
UNIMPORTA
NT AQUATIC
FUNCTION CHANNEL
0
06 ACRES 21 733 f 2
.
ISOLATED 62 FEET
POND / 2
fETL NDI 2
POINT f NORTHING FASTING
21325 91157.6624 160324.0726
21327 9168.6136 Ie89314.9116
21325 92113&3el3 156929&6247
21329 91134.1766 1e59290.S788
21330 921 1239328 160297.2641
21x1 92108&5375 160287.1616
21352 921D6&1630 1158930d. 'a
21333 9111x1170 1689327.«.63
21331 921112-2373 1669340.5171
21335 921111.3695 1689373.1276
213M 9211222452 160366.2526
1x7 9112&2401 1689344.37
21 135 91140.2543 len324 . 0677
21339 921115x5749 lenx4.8n2
21340 921164.7(35 1689327.3133
STIR YOBS NOTES
1) Wetlands were located as marked by Enironmetal Resources of the
ECSMPTICN Carolinas (704-483-D972).
d-249
,1-2p 2) This survey is of an existing parcel or parcels of land.
,A-2#3
.4 3) Area by coordinate method.
,,:20
,1-267 4) All distances are ground distances unless otherwise noted.
,1-266
d-2f9 5 Points not labeled found or set are can led
,1-2611 ) pu points only.
,1-2/12
,1-2f13 6) The purpose of this survey is to provide wetlond Information at Belews
,1-2014 Creek Steom Station. as requested by Duke Power. No research or field
,1-2/15 work was performed to determine any Boundary lines.
21404 91382.1327 169050.1792 . 5-9
21405 9214151747 1690482.3415 .5-11
21406 921430029 1690457.1154 . 5-12
WETLAND SURVEY FOR
HELEWS CREEK STEAM STATION
SHEET 1 OF 2
SAURATOWN TOWNSHIP. STOKES COUNTY. N.C.
OWNER/DEVELOPER: DUKE ENERGY CORPORATION
526 SOUTH CHURCH STREET
CHARLOTTE. NC 28201
CHAS. H. SELLS, INC.
CONSULTING ENGINEERS. SURVEYORS. AND PHOTOCR&UMETPLST9
126 OVEP.HnL DRrM SUII1t lDs MOORFSV= NC 26117
PHONE: [phone] FAL• 704.662.0101 (R.CHASRSEU-&COM
lm Paco MNrebr - By Dole of n.Wd Survey r- a- 3ab Na
6962-00-64-2496 SKM JJLY 2005 «D 015200
Scale (A.c9.d By Date Drwg. No. 11, Nana
NOT TO SCALE .1 AUCUST A, 2005 1 of 2 BF1Lwi4S1lAND12. 11'7
o?
?o
tV5
QQ44 17?,
I Jimmy N. Faires, certify that this plot was drawn under my supervision
from an actual survey made under my supervision, deed description and/or
Mop-gook SEE Page NOTE 2 . That the boundaries not surveyed are clearly Sys •'s
' y
indicated as drawn from information found in Book -N-/-A- Page N/A that n14 ??
P?T
the ratio of precision as calculated is 1: 10,040+ that this plat was prepared
1%111 111111, 10
G
1e ?? ??F
°'
s

in accordance with the Standards of Pjpt:Nydgt(1&,7Surveying as amended. ?4
S
•
Witness my original signature, regi `t(a?iLt6fbCle.q??seQ1?
$ day of AUGUST` 2DCpF?sSl?i?';9 :.
C • '
e
SEAL
1
4 L
4311
-
I l
I MY N. FAIR S. PLS •. ?:
U
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S
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LI E SE NUMBE : L-4311
??(tL
N
..
?'
.
?J
Y
N
yyly7111111111100
11`
21447
21
21
UNIMPORTANT AQUATIC FUNCTION CHANNEL
6
187 FEET DOWNSTREAM OF ROAD
300 FEET UPSTREAM OF ROAD
CHANNEL 16 DONWSTREAM
POINT I NORTHING EASIING
21443 920279.5697 16875324693
21444 920297.0318 1687511.8308
11445 920319.0302 1687522.0153
21446 920360.7059 1687496.0616
21447 920391.8940 1687470.2943
21448 920431.7732 1687447.5683
21445
21M3?
?R
SS??J7C RO'b
WETLAND / 7
POINT / NORTHING EASTING DESCRIPTION
330 9192625804 1687729.4947 MBS ED W-LAND
344 919254.9991 1687737.4222 ED-W-LAND
345 919279.5180 1687724.7892 ED-W-LAND
346 9192982426 1687714.3263 ED-W-LAND
347 919294.7596 1687747.0783 ED-W-LAND
348 9192889685 16877783653 ED-W-LAND
349 919276.1509 1687827.8779 ED-W-LAND
350 9192784886 1687849.7313 ED-W-LAND
351 919295.6687 1687875.3191 ED-W-LAND
352 9192822136 1687919.4021 ED-W-LAND
353 919265.1311 1687935.9777 /5RBS ED-W-LAND
354 919263.2000 1687887.1116 ED-W-LAND
355 919253.5883 1587818.4704 ED-W-LAND
,(326
1) Wetlands were located as marked
by Enironmetol Resources of the
Carolinas (704-483-0972).
2) This survey is of an existing
parcel or parcels of land.
3) Area by coordinate method
4) All distances are ground distances
unless otherwise noted.
5) Points not labeled found or set
ore computed points only.
6) The purpose of this survey is to
provide wetland information at Belews
Creek Steom Station, as requested
by Duke Power. No research or field
work was performed to determine
any Boundary Lines.
CHANNEL / 7
POINT J NORTHING EASDNG
326 . 919045.5067 1687423.5585
327 919165.2035 1687472.0249
328 919220.0536 1687551.2530
329 9192525516 1687653.8483
330 919262.5804 1687729.4947
DESCRIPTION
s 6-end
9 6-5
s 6-4
s 6-3
s 6-2
9 6-1
CHANNEL / 6 UPSTREAM
POINT III NORTHING EASTING DESCRIPTION
21449 920148.3481 1687734.9852 s 6-1 start
21450 920137.9010 1687789.8613 s 6-2
21451 920113.5945 1687859.2596 3 6-3
21452 920090.7221 1687890.9361 s 6-4
21453 920100.8199 1687908.6851 s 6-5
21454 920064.2719 16879629386 s 6-6
21455 920038.1560 1688000.4877 s 6-end
4 21455
21452 21454 y6a
,
o?
W 349
L?9T 29/7 L5 Lim 354
328
`595 130 0.14 ACRES
$27 \ JURISDICTIONAL
\ WETLAND / 7
UNIMPORTANT AQUATIC FUNCTION CIIANNEI
# 7
409 FEET
DESCRIPTION
INV 30'CMP
CA DRY BED
CA DRY BED
CA DRY BED
15RBS ED W-LAND
This certifies that this copy of this plat accurately
depicts the boundaries of jurisdiction of Section 404
of the Clean Water Act as determined by the
undersigned on this date. Unless there is a change in
the law of our published regulations this determination
of Section 404 jursidiction may be relied upon for a
period not to exceed five (5) years from this date.
This determination was made utilizing the 1987 Corps
of Engineers Declineation Manual.
Name
Dated
Title
L9E I"LE
LINE lFNG7N ." Dr
U 2119 S79'0991'V L26 2127 S37'24V5T
L2 36,59 S57-3412-V L27 3225 S59'2629K
L3 1925 S5B'1522N L29 3169 S16'M'40'E
L4 1117 S81'W39'V L29 6646 S37.35-.3'E
LS 181 N36•Sr06'V L30 4335 S4r4435'E
L6 1113 N20' WDVV L32 48X0 SOr20'll'E
L7 1685 16g3318T L32 5249 S39'2636E
LII 39.10 N583r43'E L33 2679 S5r26'lIT
L9 17.47 N4r21'4O'E L34 19.12 N68'01'04T
LIS 4097 S55.2914T L35 5925 58727'532
LIl 7549 36015718•E L36 22.11 SOWII'29'E
L12 2162 S65'1014'E L37 19.71 N757116'E
L13 5313 S3/58'41T L38 2125 S87'3947E
L14 3159 S6724'46T L39 6587 NI9'14'37'E
L15 44.98 SI r20'09'E L40 6396 S8r2z'75'E
Ll6 2321 S672624'E L41 5150 SW49'37'E
L11 2051 W1.26'47T L42 41X3 N8W3g23T
LIB 1622 351'34'S9E L43 1780 S7r3871'E
L19 2368 SOr2250T L44 2061 S51'3634T
1-20 '2069 NBB']/77'E L45 3016 S30'56'40'E
L21 746 S70'WWE L46 43,6 S49'5716'E
122 7031 S35'403rE L47 31-62 S3r223rE
L23 3167 S50'5312'E L49 175 N7/'43-eVE
L24 57.40 S14•arlzv 1-49 31X6 SK'[971T
1-27 30.9 i31'20'S/'E 1-70 29.17 364.15'gT
LBE IA91L
LIK LENGTH R.M.
U51 N22 f82']05Q'E
U52 3268 163'0/'45'E U73 ]1-70 Wr7gO5v
L153 1190 $29.40'39'[ L174 40.63 Wr169/T
L154 4046 S39'3347'E U73 2689 IEeTI.46'V
LISS 4916 S31.54.46'E L178 3294
L156 2424 S24-4-33'V 1170 31.61
U57 27X3 S49-45'37-E LI80 51.14 sm-ffin
L158 5586 3791316'E L16I 21.96
L159 7353 VV41'S1'E 082 30,82
Ll" 39X7 314na%'E 1163 .600
1-161 2042 MJ21'.91E 061 17.60
L162 6512 S56'G2M E L165 4690
U63 1174 S551051'E L186 60.31
L164
L165 12.18
16631 S0 T 42'V
S6B'2855'E L107
056 61.06
1097
L164 19.98 S81'04'55'E Lin 17.56
067 3072 LIDO 2145
L168 1001 mr091rv LIM 76.31
L169 1199 W_-30-SI 002 10762
U70 2073 N06.40'33'V U93 9936
U71 29X7 14211'07'17v LIi. 12911
L172 1782 7N1.1516N L195 793]1
POINT /
21310
21315
21316
21317
21322 21318
1 21321 21319
21120
21321
353
LIK 7Ae E
LDE LENGTH 7EAR 111G
L51 2199 S40-40'00'[ UM 1433 S39'3r261V
L52
LM
L54 37X1
7196
70X6 SN•1631T
5312675E
S2B'14m'E LI02
L103
L104 19X7
657
1064 S573226'V
S75.06TII'V
S39112-28T
1-53 3484 363*4039E LI05 3974 S15.07.04v
1-56 2L79 S054636'V U06 2137 38r7799T
1-37 2166 3614121E 1707 3036 M37.57-39-E
L58 4199 N/r3V3ov 109 1312 1478'88'16T
L59 11X3 S714144914 L109 Wks S87'14'48T
L60 21-70 N1211919v Lill 1287 H3r17'16v
L61 2821 41gi1'03v Lill 2224 N7913910'V
L62
1-63 15,30
Ifl78
3%! NSg4741rV
N321 477gY

N11'OgIBV L312
1-717

L114 2466
2301

1776 N77'22'O3v
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1473 8'Nv
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1-61 37,65 1er27'4IV L115 2-47 36r41'30v
1-66 2057 N0272'ZrV Lu6 5716 S65.5723'V
1-67
L69
U69 1891
20_52
20.09 W414'4'Y
163-0?S'V
N SVI'340V L117
L118
LI19 2859
4%43
2953 S39-eql
S683447-V
3134179'V
L70 19.15 W4.5B77'E L120 29.92 S47'4051v
L71 2032 N56.33V5'V LI21 4199 S56.21.13'V
L72 1657 N24'ar01v L722 2210 s3l_Ar v
Ln 2713 SW 3024v L123 11.42 S193W40'E
1-71 7991 N78'447av L24 1139 S21'SY49'E
L75 1113 NS9131'26v Lin e589 463.4691E
L76 1119 14/0'4g4a L126 1191 M6r3749E
L77 24475 Wn 31'IrV L127 7191 s954.'23T
1-79 v4. IE91/319E 1128 21-% N13.1153T
L79 2130 129.0795T L129 24.71 N593215T
1-80 a16 ID7'S222T L130 17.73 N62'26'33-E
Lflt 20-09 N2g2gP5v LIM 2352 W4•I9'19T
192 2097 463r54'59v LI32 1189 A9g4320T
1-93 2766 N7649'M•V 1733 21X9 10 r017gV
L04 1097 S86•SO'6rV LIM Wfl i N2219143E
L85 2727 S? 15'I2v LI35 1936 N7g01'05E
L% 32.37 SIr09'16T L136 1979 N63'24'06'E
Ce7 1172 SI1'37'21'E 1-137 2&13 WO'01447T
L88 M71 S61.1276T L138 2281 W7'3073E
L09 2979 S7641'30'E L139 1660 .029 24v
L90 1693 N64-46.08-C 1140 22.50 N491-4r47'V
L91 30.06 NSB5"--E 1-141 1646 NIO.14'06'E
L92 16.91 ,4 2_V L142 ie' 0 S76'4671v
1-97
1-91
L915 2116
1186
727 S/1V219V
S59'09'I9v
W3*54'35v L143
1-144
L11S 3388
1569
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SS9'20'IOv
SOr1g29v
L% 2547 N47.5515'E 1116 3041 140'0630'V
L97 51.12 iE353'13T 1147 2250 SO7.31.25T
L% 1399 N65.75'24T L148 2061 N3034'43E
L99 8.61 N611222rv L149 3022 N30-541 'E
U00 777 SP4*5939v L150 2629 N82.05'43T
21314
21313 m
21312 J
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21311
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VICINITY MAP NOT TO SCALE
CH
NORTHING
919704.3333
919713.8221
919727.6670
919748.2557
919775.5563
919788.9552
919820.6203
919861.2144
4NNEL J 9
EASTING
1689408.5489
1689405.2533
1689399.5143
1689397.1045
1689387.1029
1689375.3505
1689373.8841
1689375.4917
DESCRIPTION
S-8&3-9 /1
9-9 12
S-9 13
s-9 14
9-9 /5
s-9 j6
s-9 (7
9-9 /8
21320 21322 919886.4224 1689366.1356 9-9 19
21319
21318 UNIMPORTANT AQUATIC FUNCTION CIIANNEL
21317 21316 192 FEET
2 -21315
UNIMPORTANT AQUATIC FUNCTION CHANNEL
21310 # 8
73 FEET
CHANNEL j 8
POINT + NORTHING EASDNG DESCRIPTION M
21311 919719.1520 1689381.6427 s-8 f2 o CC)
21312
21313 919722.2498 1689361.9019
9197283484 1689346.4339 3-8 13
s-8 +4 N O

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WETLAND SURVEY FOR
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SHEET 2 OF 2
SAURATOWN TOWNSHIP, STOKES COUNTY, N.C.
(OWNER/DEVELOPER: DUKE ENERGY CORPORATION I
526 SOUTH CHURCH STREET
CHARLOTTE, NC 28201
CHAS. H. SELLS, INC.
CONSOETING LNGUMTS, SLMMOPS. AND PBOTOCRUnMIM4PS
128 OVM= DRIVE. Sum 11/ 128 OYRRRBL DRIVE. Sum 105 YOORPSVN12. NC 28117
PRONE 7n6. M7 nlm ?41. 7n41-1-- >.-rv.evcn•n-
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6982-00-64-2716 SKN JULY 200.5 060 046200
Seale Checked By Dote 0'14 N0. F-11. Nome
NOT TO SCALE JNr XUCUST 0. 7!164 7 M 7 .,......-, J.........
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VEGLTATION RENIOVrD ANTI REPLACED D=1'
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GRADING SHALL BE PERFORMED WIIIILN BOIPTR
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AS SIIO'NN (7YP)
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INV: 729.0
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DETAILS
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DOCUMENT NO.
BCM 6443.004 )004.001
Fft Duke
4 Power.
August 11, 2005
PROCUREMENT, CONSTRUCTION AND EH&S
Duke Power
526 South Church St.
Charlotte, NC 28202
h1ailing Address:
EC11 E / PO Box 1006
Charlotte, NC 2890! Inns
Cindy Karoly
Division of Water Quality
401 Wetlands Unit , D
1650 Mail Service Center
Raleigh, NC 27699-1650 AUG 1 2 2005
R
Subject: Belews Creek Steam Station 1tiE DENR ? - DSMD WATESTORWATERBTM
Isolated Wetlands and 401 Permitting for Flue Gas Desulfurization RaNCH
Dear Ms. Karoly:
Thanks for the assistance of Mr. Daryl Lamb of the NCDENR Winston-Salem Regional
Office who accompanied Mr. Eric Alsmeyer of the ACOE for delineation of wetland
areas associated with the construction of a Flue Gas Desulfurization System at Belews
Creek Steam Station in Stokes County, NC. Based on review of the surveyed areas, the
proposed activities will require filling of 0.24 acres of isolated wetlands, 609 feet of
unimportant aquatic function channels, and disturbing 114 feet of perennial channel for
culvert installation. Attached is a Preconstruction Notification and supporting
information for proposed activities. Pending your approval and certification, Duke
Power proposes to do this work under Nationwide Permit 39. No mitigation is proposed
for this work.
Your review and response within the next 30 days is requested, as construction activities
are on-going to meet the air emission control target dates. If you have any questions or
need additional information, please contact me at [phone].
Sincerely,

Ron Lewis
Scientist, Environmental Support
,v vrw.do kepowet corn
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Pennit ? Riparian or Watershed Buffer Rules
? Section 10 Pen-nit X Isolated Wetland Permit from DWQ
X 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: X, if required
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
Owner/Applicant Information
Name: Ron Lewis,
Mailing Address: Duke Energy Corporation
Mailcode 13K, P.O. Box 1006
Charlotte. NC 28201-1006
Telephone Number: [phone] Fax Number: 704-382-6240
E-mail Address: relewisl(a)duke-enerp
gy.com
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:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 1 of 10
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 showw
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: Belews Creek Steam Station Flue Gas Desulfurization System
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): Tax Parcel Number 6982-00-64-2716
4. Location
County: Stokes Nearest Town: Walnut Cove
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): I-40 Business through
Winston-Salem; Hwy. 158-N to Belews Creek Rd; left (NE) on Belews Creek Rd. to Hwy
65; left (NW) on Hwy 65 to Pine Hall Road; riham) on Pine Hall Rd. to Belews Creek
Steam Station entrance.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct water o Y.
Decimal Degrees (6 digits minimum): 036° 16' 41.8" °N 080° 03'29.3 0 VP
6. Property size (acres): 500+ acres AUG 1. 9, 2005
DENR - WATER QUALITY
7. Name of nearest receiving body of water: Belews Lake v,' w6mosTOPMATERBWCH
8. River Basin: Dan River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://li2o.enr.state.nc.us/adniin/naps/.)
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 site is used for the production of electricity unngr coal.
Page 2 of 10
Areas not used to support energy facilities are generally managed forests adjacent to a
cooling reservoir.
10. Describe the overall project in detail, including the type of equipment to be uscd:_A T iOic fins
Desulfurization System must be installed at Belews Creek Steam Station to comply with the
new Clean Smokestacks Ler;islation. This involves construction of structures to inject
limestone into new emission stacks, and landfilling the byproduct gypsum. A new rail line is
required to deliver and off-load limestone to the facility.
11. Explain the purpose of the proposed work: Enhance emissions from the facility to meet the
new Clean Smokestacks Legislation in NC
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. Belews Creek Steam Station and supporting facilities were constructed in
late 1960's-early 1970's. A cooling reservoir and an ash basin were constructed in Belews Creek
basin associated with the plant. Facilities were constructed prior to the Clean Water Act. No
known 404 permits have been obtained for existing facilities, except for one associated with
rerouting the ash basin discharge from Belews Lake to the Dan River, associated with selenium
toxicity in Belews Lake
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact mmt be
listed separately in the tables below (e.g., culvert installation should be listed sq), r ocly from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to thc-t::,_,;,t: r1is.
Wetland and stream evaluation and delineation forms should be included :a .3??t.ronri«te.
Photographs may be included at the applicant's discretion. If this proposed impact is su-ictiy for
Page 3 of 10
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: Impacts are associated with
construction of a railroad spur to provide limestone to a flue gas desulfurization system to
enhance air quality emissions from Belews Creek Steam Station to meet the Clean
Smokestacks Legislation in NC. Also, stockpiling and landfilling of the waste product
(gypsum) is necessary.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditcliing/draitiage, etc. For dams,
sevarately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland
Located within
Distance to
Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
(yes/no) (linear feet)
Isolated Pond #2 None Pond/Past Sediment Basin No Fed by 0.06
Channel #2
Isolated ##3 None Manmade ditch- No Isolated 0
02
Herbaceous .
Manmade-Blocked
Isolated #4 Toe of Landfill Manmade Drainage; No Isolated 0.07
Herbaceous
At head of
Blocked drainage Unimportant
Jurisdictional ##5 None associated with electric No Aquatic 0.33
R/W-Herbaccous Function
Channel #5
Isolated ##6 Railroad Line Blocked Drainage in Pine No Isolated 0.08
Plantation-Forested
Instream of
Jurisdictional #7 None Blocked channel-Forested No Unimportant 0.14
Aquatic
Function #7
Isolated 118 Sediment Basin Blocked drainage in No Isolated 0
09
Electric AV-Scrub-shrub .
Backwater of Belews Connected
Jurisdictional #11 None Lake-Scrub-shrub Unknown to Belews 0.05
Lake
Total Wetland Impact (acres) Isolated=
0.24
3. List the total acreage (estimated) of all existing wetlands on the property: 1.19acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rah, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
Page 4 of 10
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Perennial Average Impact Area of
Number* Stream Name Type of Impact 9 Stream Width Length Impact
nternittenL t
I
indicate on ma Before Impact linear feet acres
UAFC #2 Unnamed None Intermittent 0.5 0 0
UAFC #5 Unnamed None Intermittent 1.5 0 0
UAFC #5A Unnamed Railroad Line Intermittent 1 44 0.001
Perennial #513 Unnamed Railroad Line Perennial 2.5 114 0.007
UAFC #6 Unnamed Sediment Basin for Intermittent
Landfill 2 300 0.01
UAFC #7 Unnamed none Intermittent 1.5 0 0
UAFC #8 Unnamed Sediment Basin for Intermittent

Stockpile 1.5 73 0.003
UAFC #9 Unnamed Sediment Basin for Intermittent

Stockpile 1.5 192 0.007
UAFC-
609 ft 028
0
Total Stream Impact (by length and acreage) P
i
l .
erenn
a
- acres
114 ft
*UAFC-Unimportant Aquatic Function Channel
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name Waterbody
(if applicable) e)
ap
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
None

Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project
Stream Impact (acres): 0.03
Wetland Impact (acres): 0.24
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.27
Total Stream Impact, Unimportant Aquatic Function 609
Total Stream Impact, Perennial (linear feet): 114
7. Isolated Waters
Do any isolated waters exist on the property? X Yes ? No
Page 5 of 10
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the US,
Identified in 4 above. Use of Isolated Wetlands #4 (landfill 0.07 ac.), #6 (rail line 0.08 ac.)
and #8 (sediment basin 0.09 ac.).
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. Feasible areas for facility
expansion for the flue Pas desulfurization system for the Belews Creek Steam Station were
investigated for protected species, waters and wetlands (see Figure 1), then construction panning
for proposed new stacks, stockpile areas, a railroad spur, and landfills began in conjunction with
the biological inventory. Critical constraints were 1) having stacks proximal to the existing
plant, 2) having a rail spur of sufficient length to deliver limestone to the site, and 3) having
sufficient landfill and stockpile capabilities for waste gypsum. The flue gas desulfurization will
require large amounts of landfill and stockpile capabilities over the life of the facility. Use of
ravines and headwater drains minimize total land disturbances because of their increased storage
capabilities. Those ravines and headwater drains closest to the facility greatly reduce hauling
costs. All practical options were considered to avoid impacts to wetland and channels. All
wetlands on the site were man-induced and the result of blocked drainages from roads or
rerouting of water around past construction yards that were initially developed during
construction of the facility in the late 1960's and early 1970's, and periodically reused; they arc
therefore near past construction sites. Duke was able to avoid impacts to several wetlands (13,
95, #&, major portion of 98, and #11) and a pond (#2), but the proximity of wetlands to existing;
construction yards and the plant, made it difficult to avoid impacts to all wetlands.
Page 6 of 10
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be
Division of Water Quality for projects involving greater than or equal to one acre of it:: f-a_ o
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to z'erl-'Lliii:d
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strm gide.html.
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.
No mitigation is proposed as mitigation planning has reduced perennial stream impacts to
114 feet and wetland impacts to 0.28 acres of isolated wetlands, below the threshold required
for mitigation. No perennial or unimportant aquatic function inter?nittent channels contain a
diverse macroinvertebrate community and none contain fish. Wetlands on the site are the
result of past rerouting of water around construction yards, to sediment h:?sins.: r t! jai
of blocked drainages from past excavation or access road development. Substantial cuts otid
fills occurred on site during initial construction. Should it be determined that mitigation is
proposed for the proposed actions, Duke would choose to use the NC Ecosystem
Enhancement Program to satisfy its mitigation requirement.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEI?P iildic,.ting
that they are will to accept payment for the mitigation must be attached to this form. For
Pagc 7 of 10
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wm/index.litm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
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. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federaUstate) land? Yes ? No X
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from tile DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 213.0259 (Tar-Pamlico), 15A NCAC 02B.0243 (Catawba) 15,L
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (plcasc
identify )? Yes ? No X
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet Mitigation
1 3 (2 for Catawba)
Page 8 of 10
' Zone I extends out 30 feet perpendicular from the top of the near bank of channel; G01-
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is pruposud
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or.0260.
e
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Other than buildings, no impervious additions
proposed
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.
Modification of the existing treatment system NPDES permit N00024406 has been approved for
the additional FGD effluent and wastestreams
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application? Yes ? No X
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes []
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: Project
is required to meet clean air legislation by enhancing air emission from the electric generating
facility, which should have no impact on additional development.
Page 9 of 10
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufi.:',;ntl,v
construction dates to allow processing time for these permits. However, an apljlicaut „iay
choose to list constraints associated with construction or sequencing that may imrr; o.! li nits oil
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).
Site contains no endangered or threatened species with written concurrence from the US Fish and
Wildlife Service; there are no outstanding issues with then National Historic Preservation Act
supported by written concurrence from NC Department of Cultural Resources.
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 10
SUPPORTING INFORMATION
TABLE OF CONTENTS
Figure 1. Study area ............................................................. I
Figure 2. General location of wetlands of the study area ..................2
Figure 3. General location of wetland W-11 .................................3
Table 1. Wetland characteristics of the study area .........................4
Figure 4. General location of stream channels of the study area ......... 5
Table 2. Stream channels characteristics of the study area ................6
Sheet 1 of 2 Plat of Wetland & Stream Surveys for BCSS
Sheet 2 of 2 Plat of Wetland & Stream Survey for BCSS
Drawing C-0 Site Layout with wetlands, streams, and proposed facilities
Detail Drawings C-2, C-4, C-5, C-5a, C-5b, & C-6 of Erosion Control Plan
Endangered species letter from US Fish & Wildlife Service .............
Cultural resources letter from NC Department of Cultural Resources.
Compact Disk with copy of Biological Inventory, survey plats, and
drawings (pdf)
P80. 04'!0.00" W 080° 03'0.00" W P80' 02' 0. " W

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80° 04'0.00• 080'03'10 00" W 680" 02'10 .1?0" V
Name: BELEW S LAKE Location: 036° 16'41.8" N 080103'29.3" W
Date: 9/1/2004 Caption: Duke Power
Scale: 1 Inch equals 2000 feet Belews Creek Station
FGD Landfill Site
Copyright (C) 1997, Maptech, Inc
Figure 1. Portion of the Belews Lake USGS 7.5 minute map, showing the approximate boundary of
the study area for facility expansions associated with the installation of a Flue Gas Desulfurization
System at Belews Creek Steam Station in Stokes County, NC.

a -

• •

Figure 2. Approximate locations of wetlands in the study area for facility expansii
associated with the installation of a Flue Gas Desulfurization System at Belews Creek Stea
Station found to be under the jurisdiction of USACE or NCDENR. Wetlands labeled in r,
are under the USACE jurisdiction and those labeled in green are isolated and and
NCDENR jurisdiction.
2

AAI
%
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r•°? ? W a
L U4. r.0?
Figure 3. An additional wetland (USACE jurisdiction) in the study area for facility
expansion associated with the installation of a Flue Gas Desulfurization System at
Belews Creek Steam Station found to be under the jurisdiction of USACE.
3
Table 1. Summary characteristics of areas investigated for jurisdictional wetlands.
Plot Associated Water Vegetation Soils Hydrology Jurisdictional Jurisdiction/
Number Wetland Size
Isolated
Ditch-Diversion / Surface Water NC DENR
W-2 Unimportant No Yes Yes Pond and Past 0.06 ac.
Channel S-2 Sediment Basin
Isolated
W-3 Ditch-Diversion Yes Yes Yes Wetland and NC DENR
former diversion 0.02 ac.
ditch
Isolated
Ditch- Wetland formed NC DENR
W-4 Diversion/Blocked Yes Yes Yes from rerouting 0
28 ac.
Drainage an old access .
road
Yes, formed
from grading USACE
W-5 Upland drainage Yes Yes Yes associated with 0.33 ac.
old access road
Isolated
Ditch- Wetland formed
NC DENR
W-6 Diversion/Blocked Yes Yes Yes from past use 0.08 ac
Drainage as a sediment
basin
Yes formed
W-7 Unimportant Yes Yes Yes from extensive USACE
Channel S-7 up-channel 0.14
erosion
Isolated
Wetland formed NC DENR
W-8 Ephemeral Channel Yes Yes Yes from grading 0
09 ac

associated an .
.
old access road
W-11 Stormwater Drain to Yes Yes Yes Yes USACE
Lake/ Belews Lake 0.05 ac.
4
expansion associated with the installation of a Flue Gas Desulfurization System at Belews
Creek Steam Station. Channels labeled in red have unimportant aquatic function; channel
5B is perennial.
5
Table 2. Summary characteristics of channels investigated for jurisdictional status.
Waters Status Jurisdictional
Distance
S-2 Unimportant Aquatic Function Channel 62 feet
S-5 Unimportant Aquatic Function Channel 662 feet
S-5a Unimportant Aquatic Function Channel 375 feet
S-5b Perennial Channel 150 feet
S-6 Above Rd. Unimportant Aquatic Function Channel 300 feet
S-6 Below Rd. Unimportant Aquatic Function Channel 187 feet
S-7 Unimportant Aquatic Function Channel 409 feet
S-8 Unimportant Aquatic Function Channel 73 feet
S-9 Unimportant Aquatic Function Channel 192 feet
6
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Field Office
160 Zillicoa Street
Asheville, North Carolina 28801
May 13, 2005
Mr. Ron Lewis, Senior Scientist
Environmental Support
Duke Power
EC11E/P.O. Box 1006
Charlotte, North Carolina 28201-1006
Dear Mr. Lewis:
Subject: Belews Creek Steam Station - Flue Gas Desulfurization System, Stokes County, North
Carolina
In your letter dated March 17, 2005, you requested our comments with regard to the subject project.
The following comments are provided in accordance with the provisions of the Fish and Wildlife
Coordination Act, as amended (16 U.S.C. 661-667e), and Section 7 of the Endangered Species Act of
1973, as amended (16 U.S.C. 1531-1543) (Act).
Endangered Species. According to our records and a review of the information you provided, no
listed species or their habitats occur on the site. We concur with your determination that the proposed
project will not affect endangered or threatened species and their habitats. Therefore, we believe the
requirements under Section 7 of the Act are fulfilled. However, obligations under Section 7 of the
Act must be reconsidered if. (1) new information reveals impacts of this identified action that may
affect listed species or critical habitat in a manner not previously considered, (2) this action is
subsequently modified in a manner that was not considered in this review, or (3) a new species is
listed or critical habitat is determined that may be affected by the identified action.
Storm Water. Loss of riparian buffers and inadequately controlled storm-water run-off from
developed areas are major factors resulting in the degradation and loss of aquatic resources.
Accordingly, we recommend that you develop and implement an adequate storm-water-control and
-treatment plan and that undisturbed riparian buffers (natural vegetation) be maintained and/or
reestablished along any perennial and intennittent streams on the site. Vegetated riparian buffers
serve as filters for contaminants, lessen storm-water velocities, provide thermal cover, and protect
streanh-bank stability.
Erosion Control. Given the proxinhity of the project to aquatic environments, we want to emr??; rile
that stringent measures to control sediment and erosion should be implemented prior to any ground
disturbance and should be maintained throughout project construction.
Recommendations to Mitigate for Unavoidable Impacts to Streams and Wetlai„'. ,',
recommend that any mitigation plan for this project include the restoration of comparable wetlands
and streams at a ratio of at least 2:1. We need to review a complete mitigation plan in order to
provide detailed comments. A mitigation plan should include a description of the site of any
mitigation, a detailed wetland restoration or creation plan, the goals and objectives, and an assessment
of the probability of success. A complete plan should include a specific description of the manner in
which the proposed mitigation will offset any permitted impacts, including those to fish and wildlife
resources in the permit area. Timeliness of the completed restoration/creation efforts should be
considered relative to the proposed impacts. A regular monitoring plan should be included in any
restoration plan.
The following are additional mitigation recommendations:
1. Riparian vegetation should include sedges; grasses, and ruslies, as well as native
woody species. Exotic vegetation should be screened from any plant material.
Large woody species will provide thermal cover and deep bank-stabilizing root
systems along the restored stream channel.
2. Stream channel design should mimic slope, riffle slope, pool slope, valley slope,
meander geometry, sinuosity, cross-sectional dimensions, entrenchment ratio, bed
material (pebble count), and bank-full discharge of a nearby reference reach of
stable stream of the same classification (Rosgen 1996). We would like to review
the final design of the stream and/or wetland restoration of any proposed
mitigation.
3. Monitoring should continue for at least 5 years following wetland or stream
construction. Annual reports should be submitted to the resource agencies.
Resource agencies should be notified of problems with success or function of the
stream or wetland mitigation within 30 days of detection.
4. An appropriate regional conservation organization should hold title to deed
restrictions on the mitigation site(s). The title to the conservation easement should
be conveyed along with an endowment for future monitoring, management, and
any contingencies to ensure success of the mitigation. The endowment should
also make provision for any required periodic legal filing.
Thank you for allowing us to comment on this project. Please contact Mr. Mark Cantrell ofour staff
at 828/258-3939, Ext. 227, if you have any questions. In any future correspondence conccniing ibis
project, please reference our Log Number 4-2-05-148.
Sincerely,
Brian P. Cole
Field Supervisor
P Duke
®Powero
A Duke EncV Company
October 7, 2004
Michael F. L'adcy, Governor
Lisbetll C. Lvans' Secretary
Jeffrey J. Crow, Deputy Secretary
November 3, 2004
Jennifer Huff
Senior Environmental Resource Manager
Duke Power
PO Box 1006
Charlotte, NC 28201-1006
Office of Archives and I listory
Division of I iictorical Resources
David Brook, Director
Re: Proposed Landfill at Belews Creek Steam Station, Stokes County, ER 04-2651
Dear Ms. Huff:
lliank you for your letter of October 7, 2004, concerning the above project.
We have conducted a review of the proposed undertaking and are aware of no historic resources which would
be affected by the project.' lierefore, we have no comment on the undertaking as proposed.
'lie above continents arc made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763. In all future
communication concerning this project, please cite the above referenced tracking number.
Sincerely,
'ter B. Sandbeek
Location M'dinti Address l elc Phone/1'?x
(91'1)711 4761/711.865
4017 N,+.1 ticn-?cc (:cnlcr. Italdr h NC 276I1-4617 .1
ADMINISTRATION 507 N. N--,( S1 I'll. K.,k"l ll N(:
n It xlcuh NC 1617 NI,1I Serene C-tcr, Italc? I+ NC 2701) 4617 ('11))711-6547/715.afiitl
- (71'1)711 6545/715 aRn1
RESTORA7lON 515 N. lll .mnt tilat,
4617 NIO tics-?cc Caucr, link);h NC -76714617
SURVEY & PLANNING 515 N. Ill??unl >uccl, Raldlylt, NC
Duke Power
526 South Churdt Strect
P.O. Box 100106
9
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North Carolina Department of Cultural Resources
State Historic Preservation Office
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Name: BELEWS LAKE Location: 036° 16'41.8' N O301 03'29.3" W
Date: 91112001 Caption: Duke Power
Scale: 1 inch equals 2000 feet Belows Creek Station
FGD Landfill Site
Belews Creek Steam Station Landfill site: 'Tobacco Barn
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DRAR'N BY. DR ?[L"EI)BY: DR
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I -R C-6
DOCUDIENF NO.
08/26/2005
0002043304
Invoice Date Invoice Number Voucher ID Gross Amount Discount Available_ Paid Amount
08/23/2005 0823054750ONC 00066876 475.00 475.00
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AUG 3 0 2005
DENR - WATER QUALITY
V,-ETW@S AND STORIMATER 6RANCN
I Vendor: 0000071960 Vendor Name NCDENR Total Paid Amount 475.00