20150717 Ver 1_401 Application_20150715

(� DUKE
ENERGY
Jul. 16, 2015
Ms. Karen Higgins
North Carolina Department of Environment and Natural Resources
401 and Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 -1617
RE: Pre - Construction Notification — NWP 18
Duke Energy Carolinas, LLC - Dan River Steam Station
48 -inch Reinforced Concrete Pipe Inlet Area Clean -Up
Dear Ms. Higgins:
410 S Wilmington St.
Raleigh NC 27601
Enclosed is a Pre - Construction Notification (PCN) application for the above referenced project
located in Eden, Rockingham County, North Carolina. In accordance with Section 404 of the
Clean Water Act (33 USC 1344), Duke Energy is requesting authorization for a Department of
the Army Nationwide Permit (NWP) #18 to disturb Waters of the United States. The purpose of
the project is to clean -up ash deposited in the of the area of the 48 inch RCP. The project will
also temporarily impound storm water at the pipe just upstream of the existing Primary Ash
Basin at Dan River Steam Station. Duke Energy is requesting a waiver of the 300 linear feet of
stream impact for the proposed temporary stream impacts.
Please find enclosed a pre- construction notification for this project, along with supporting
documentation and figures.
Please do not hesitate to contact me at (919) 546 -7457 or steve.cahoon cDduke- enerov.com if
you have any questions regarding the above responses to your request for additional
information.
Respectfully,
4� -
Steve Cahoon
Duke Energy Environmental Services Department
EHS CCP — Permitting and Compliance
Enclosures
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BUFFER PER &UM'V

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Office Use Only:
r Corps action ID no.
DWQ project no.
�+r Form Version 1.4 January 2009
. N
Pre- Cnstruction NNotification (PCN) Form2 n
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A. Applicant Information
�rll
1. Processing
1 a. Type(s) of approval sought from the Corps: I ❑X Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: NWP 18 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ( ❑X Yes ❑ No I
1 d. Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ For the record only for Corps Permit:
because written approval is not required? 401 Certification:
❑ Yes ❑X No ❑ Yes ❑X No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? if so, attach the acceptance letter from mitigation bank ❑X Yes ❑ No
or in -lieu fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes ❑ No
below.
1 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑X .No
2. Project Information I
2a. Name of project: Duke Energy Carolinas, LLC - Dan River Steam Station - 48 -inch Inlet Area Clean -Up
2b. County: Rockingham
2c. Nearest municipality / town: Eden I
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed: Duke Energy Carolinas, LLC
3b. Deed Book and Page No. Deed Book: 1411; Page Number 2100
3c. Responsible Party (for LLC if
applicable): 1 ' JUL 2 (J I
3d. Street address: 900 S. Edgewood Road r r
3e. City, state, zip: Eden, NC 27288 40t 8 euT RESOD --C '
3f. Telephone no.: I (919) 546 -7457
3g. Fax no.: I (919) 546 -4409
3h. Email address: I steve.cahoon @duke - energy.com
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent Other, specify: Duke Energy Employee
4b. Name: Steve Cahoon
4c. Business name
Duke Energy
(if applicable):
4d. Street address:
410 S. Wilmington Street
4e. City, state, zip:
Raleigh, NC 27601
4f. Telephone no.:
(919) 546 -7457
4g. Fax no.:
(919) - 546 -4409
4h. Email address:
steve.cahoon @duke - energy.com
5. Agent/Consultant Information (if applicable)
5a. Name:
I Joshua Bell, PE (Senior Water Resources Engineer)
5b. Business name
(if applicable):
AMEC Foster Wheeler - Environment & Infrastructure
5c. Street address:
2801 Yorkmont Road, Suite 100
5d. City, state, zip:
Charlotte, NC 28208
5e. Telephone no.:
(704) - 517 -2618
5f. Fax no.:
(704) -357 -8638
1 5g. Email address:
I josh.bell @amecfw.com
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): I PIN 897908886870
1 b. Site coordinates (in decimal degrees): I Latitude: 36.489697 Longitude: - 79.7176
1c. Property size:
2. Surface Waters
2a. Name of nearest body of water to proposed project:
2b. Water Quality Classification of nearest receiving water:
2c. River basin:
3. Project Description
3.09 acres
Dan River
Dan River = C
Roanoke River Basin / HUC 03010103
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The project site includes two emergent and scrub /shrub wetlands, each contain an intermittent stream channel. General land use in the project site
includes: power generation facilities (buildings, parking lots, etc.), ash ponds and ash fill areas, a rail service line, maintained grassed areas, and
shrub and brushland.
3b. List the total estimated acreage of all existing wetlands on the property: 0.47
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 448
3d. Explain the purpose of the proposed project:
The purpose of this project is to provide for the clean -up of ash pond and the temporary impoundment of stormwater at the grouted 48 -inch CMP.
3e. Describe the overall project in detail, including the type of equipment to be used:
See attachment A and the Plan View drawing for project details. See the Stormwater Diversion drawing for equipment details (pump and piping).
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the ❑ Yes ❑X No ❑ Unknown
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? Comments:
4b. If the Corps made the jurisdictional determination, what type ❑ Preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? I Agency /Consultant Company: Amec Foster Wheeler
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
A field review of the wetland delineation with the USACE was conducted on June 9, 2015.
15. Project History
5a. Have permits or certifications been requested or obtained for ❑ Yes ❑X No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Note: The USACE issued NWP SAW- 2014 -01477 (9/29/14) for the Steam Station "36 -inch Culvert Plug" project which included impacts to WOUS.
16. Future Project Plans
6a. Is this a phased project?
6b. If yes, explain.
I ❑ Yes ❑X No
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites Impacted. '
1. Impacts Summary
3g.
Stream impact Type of Impact Stream name Perennial (PER) or Type of Average
Impact
number intermittent (INT)? jurisdiction stream
1 a. Which sections were completed below for your project (check all that
apply):
(linear
Temporary (T) (feet)
❑X Wetlands X❑ Streams — tributaries
❑ Buffers
❑ Open Waters
❑ Pond Construction
97
2. Wetland Impacts
132
S4 - Choose one -
S5 - Choose one - -
If there are wetland impacts proposed on the site, then
complete this question for each wetland
area impacted.
3h. Total stream and tributary impacts
2a. 2b. 2c.
31. Comments:
I 2d.
2e.
2f.
Wetland impact Type of impact
Type of wetland
Forested
Type of jurisdiction
Area of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Temporary (T)
W1 T Flooding
Seep
No
Corps
0.285
W2 T Flooding
Seep
No
Corps
0.122
W3 Choose one
Choose one
Yes/No
-
W4 Choose one
Choose one
Yes/No
-
W5 Choose one
Choose one
Yes /No
-
W6 Choose one
Choose one
Yes/No
-
2g. Total
Wetland Impacts:
0.407
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites Impacted. '
3a. 3b. 3c. 3d. 3e. 3f.
3g.
Stream impact Type of Impact Stream name Perennial (PER) or Type of Average
Impact
number intermittent (INT)? jurisdiction stream
length
Permanent (P) or width
(linear
Temporary (T) (feet)
feet)
Si T Flooding UT Dan River INT Corps 2
219
S2 T Flooding UT Dan River INT Corps 2
97
S3 T Flooding UT Dan River INT Corps 2
132
S4 - Choose one -
S5 - Choose one - -
S6 - Choose one - -
3h. Total stream and tributary impacts
448
31. Comments:
Duke Energy Is requesting a waiver of the 300 feet of stream Impact limit for the proposed Impacts to these low quality stream channels. The NC
Stream Assessment Method (NCSAM) forms are attached. Stream impacts will be temporary due to stormwater Impoundment (flooding).
Impounded
water will be 'removed within 72 hours via pumping. Pumped Flows will be discharged tot he Service Water Settling Pond by way of existing piping to a
proposed new stormwater of itfall
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
❑ Yes ❑ No If yes, permit ID no:
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
5i. Expected pond surface area (acres):
4a. 4b. 4c.
4d. 4e.
Open water Name of waterbody
5j. Size of pond watershed (acres):
impact number (if applicable)
Type of impact Waterbody Area of impact (acres)
Permanent (P) or
type
Temporary (T)
O1 (
I
Choose one Choose
O2 I I
Choose one Choose
then complete the chart below. If yes, then individually list all buffer impacts
O3 I
Choose one Choose
04 I
Choose one Choose I I
6a. Project is in which protected basin?
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland
purpose of pond (acres)
Flooded Filled Excavated Flooded Filled Excavated
P1 Choose one
P2 Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer,
then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then
you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman
[]Other:
6b. 6c.
6d. 6e. 6f.
6g.
Buffer Impact Reason for impact
Stream name Buffer
Zone 1
Zone 2
number —
mitigation
impact
impact
Permanent (P) or
required?
(square
(square
Temporary (T)
feet)
feet)
B1 I I
I Yes /No
B2
Yes /No
B3 _ I
I Yes /No
B4 I
Yes /No
65 (
I Yes /No
B6
Yes /No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The project has been designed to avoid permanent impacts to wetlands and streams. Impounded water will be removed within 72 hours via pumping
to a settling pond. The proposed action at this location will be minor temporary impacts to intermittent surface waters.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Impacts to wetlands and streams will be avoided during pumping activities. Access will be through uplands, via adjacent roadways. Best
Management Practices will be used during pumping activities.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑X Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ❑X DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this ❑X Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Type: Choose one Quantity:
3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity:
Type: Choose one Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval 'letter from in -lieu fee program is attached.
❑X Yes
4b. Stream mitigation requested:
448 linear feet
4c. If using stream mitigation, stream temperature:
I warm
4d. Buffer mitigation requested (DWQ only):
I square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
0.407 acres
4g. Coastal (tidal) wetland mitigation requested:
I acres
4h. Comments: Duke Energy is requesting 1:1 stream mitigation since
the proposed stream impacts will be to low quality, intermittent channels.
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) —required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires Yes ❑X No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1
3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes ❑X No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑R No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 1 ova
2b. Does this project require a Stormwater Management Plan? ❑ Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
The project site meets the low density criteria as specified under DWR Water Quality Certification (WQC) No. 3890; Le. the project built upon area is
less than 1 %. BMPs have been designed to meet the WQC No. 3890 requirements for low density development. The proposed action will not add
imperious surfaces to the project. As specified by WQC No. 3890, two copies of the DWR Low Density Supplemental Form are attached to this PCN.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
13a. In which local govemment's jurisdiction is this project?
3b. Which of the following locally - implemented stormwater management programs
apply (check all that apply):
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
4. DWQ Stormwater Program Review
4a. Which of the following state - Implemented stormwater management programs apply
(check all that apply):
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
5. DWQ 401 Unit Stormwater Revievi
5a. Does the Stormwater Management Plan meet the appropriate requirements?
5b. Have all of the 401 Unit submittal requirements been met?
❑ Phase II
❑ NSW
❑ USMP
❑ Water Supply Watershed
❑ Other.
El Yes ❑X No
ElCoastal counties
❑HQW
❑ORW
❑Session Law 2006 -246
❑ Other:
❑ Yes ❑X No
❑ Yes ❑ No
© Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal /state /local) funds or the ❑ Yes ❑X No
use of public (federal /state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑Yes Q No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application? F1 Yes Q No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑Yes Q No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
This project will not generate wastewater.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ❑ Yes ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS Information, Planning, and Conservation System (IPaC) interactive website and the NC Natural Heritage Program (NCNHP) Natural Heritage
Database Search interactive website. Amec Foster Wheeler did not identify any federally listed species during the site evaluations in April 2015.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA National Marine Fisheries Service - online interactive software "Essential Fish Habitat Mapper 0.0 ".
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ❑ Yes ❑X No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC Dept of Cultural Resources, State Historic Preservation Office (SHPO) interactive website (HPOWEB).
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
8b. If yes, explain how project meets FEMA requirements:
❑ Yes ❑X No
8c. What source(s) did you use to make the floodplain determination?
A graphic exhibit of the 100 -year floodplain for the project vicinity is attached. Source: FEMATIRM map numbers 3710798900J, 3710799900J,'and
3710709000J, dated July 3, 2007.
�;iCPhrM G-4 40or7
Applicant/Agent's Printed Name
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10
71171'.
Date

USACE Pre - Construction Notification — NWP 18
Duke Energy Carolinas, LLC
Dan River Steam Station 48 -inch Inlet Area Clean -Up
Rockingham County, NC
ATTACHMENTS
Figure 1 Site Location Map
Figure 2 Aerial Photograph
Figure 3 NRCS Soils Map
Figure 4 USFWS NWI Map
Figure 5 SHPO Map
Figure 6 FEMA 100 -Year Floodplain Map
Attachment A — Project Description
Plan View drawing
Cross - Section drawing
Stormwater Diversion drawing
DENR Low Density Supplement Form
USFWS Information, Planning, and Conservation System (IPaC) database search results
Approval letter from NC Division of Mitigation Services - In -Lieu Fee Program
USACE Permit Number SAW- 2014 -01477 (issued 9/29/2014) for the Dan River Steam Station
"36 -inch Culvert Plug" project (project impacts to WOUS = 0.098 acre wetlands and 65 LF
stream)

NORTH CAROLINA
Project Location
t..�
jf1' � • �- Wat
�- atlon
6
_ x6 h
= - ':_ rid
PROJECT AREA
Sewage ISPOSAI
Source: USGS 24k Map Sheets, Southeast Eden and N
ortheast Eden. N
0 500 1,000 2,000
Feet
SITE LOCATION MAP
DUKE 48 -INCH INLET AREA CLEAN -UP
ENERGY. ameODUKE ENERGY DAN RIVER STEAM STATION
ROCKINGHAM COUNTY, NORTH CAROLINA
PARED I DATE CHECKED (DATE JOB NUMBER I FIGURE
JMB 8/11/2014 BY RGH 8/11/2014 6226 -14- 0004.02.022 1

a�
!� �'
; *
yA *4L'
4L
���
iff't ie
i
Source: http: / /goto. arcgisonline .com /mapsNVorld_lmagery, accessed July 1, 2014.
PROJECT AREA
N
0 250 500 1,000
Feet AERIAL PHOTOGRAPH
DUKE 48 -INCH INLET AREA CLEAN-UP
ENERGY. ameO DUKE ENERGY DAN RIVER STEAM STATION
ROCKINGHAM COUNTY, NORTH CAROLINA
PARED JMBI DATE 8/11/2014 CHECKED KED RGH (DATE 8/11/2014 JOB NUMBER 6226 -14- 0004.02.022 I FIGURE Z

17'
�� YY
DaA ,
Map Symbol Description
AyC
Ayersville gravelly loam, 4 to 15 percent slopes
t AyF
Ayersville gravelly loam, 15 to 45 percent slopes
CmB
Clover sandy loam, 2 to 8 percent slopes
C'nD
Clover sandy loam, 8 to 15 percent slopes
DaA
Dan River loam, D to 2 percent slopes, frequently flooded
SvB
Stoneville loam, 2 to 8 percent slopes
SvD
Stoneville loam, 8 to 15 percent slopes
Ud
Udorthents, bamy
Source: http: // goto. arcgisonline .com /mapsfWodd_lmagery, accessed July 1, 2014; USDA NRCS Soil Survey Geographic (SSURGO) database for N
Rockingham County, North Carolina, dated December 21, 2013.
Soil Type Boundary
0 250 500 1,000
Feet
NRCS SOILS MAP
.,faill DUKE
��� 48 -INCH INLET AREA CLEAN -UP
ENERGY DUKE ENERGY DAN RIVER STEAM STATION
ROCKINGHAM COUNTY, NORTH CAROLINA
BYEPARED JMBIDAI E 8/11/2014 BYECKED RGH (DATE 8/11/2014 JOB NUMBER 6226 -14- 0004.02.022 1 FIGURE 3

..;
lye
PUSCh
u I PROJECT AREA
Z4 . ' ..
��_�` ♦ , is
PUIBHx
e
R 2 U B H
\
\s
Classlifcatlon Description
-
PUBFh Palustrine. Unconsolidated Bottom, Permanently Flooded, Diked /trpoundec
PUBHx Palustrine. Unconsolidated Bottom Permanently Flooded, Excavated
WrG
PUSCh Palustrine, Unconsoldated Shore, Seasonally Flooded, Diked /Impounded
• etm
R2UBH Riverine, Lower Perennial, Unconsolidated Bottom Permanently Flooded
Source: http: / /goto. arcgisonline .com /mapsfWorld_lmagery, accessed July 1, 2014, U.S.
Fish and Wildlife Service, National Wetlands Inventory GIS N
database, dated May 1, 2014.
- Freshwater Pond = Other ® Riverine
0 250 500
1,000
Feet
�� DUKE
USFWS I MAP
48 -INCH INLET AREA CLEAN-UP
ENERGY. ameO
DUKE ENERGY DAN RIVER STEAM STATION
ROCKINGHAM COUNTY, NORTH CAROLINA
PREPARED
JOB NUMBER
FIGURE
JMBIDATE
8/11/2014 CHECKED RGH
(DATE $/11/2014
6226- 14- OD04.02.022
4

r PROJECT AREA
T.
0
i
Get a ing a ©grid s is o and 4 e 1- User Co unit
Source: http: // goto. arcgisonline .com /maps/Wodd_lmagery, accessed July 1, 2014; North Carolina Department of Cultural Resources, State Historic N
Preservation Office interactive web site (HPOWEB); accessed June 27, 2014.
0 375 750 1,500
Feet
SHPO MAP
4; " DUKE 48 -INCH INLET AREA CLEAN -UP
ENERGY. ameO DUKE ENERGY DAN RIVER STEAM STATION
ROCKINGHAM COUNTY, NORTH CAROLINA
PREPARED I DATE CHECKED (DATE JOB NUMBER ( FIGURE
BY JMB 8/11/2014 BY RGH 8/11/2014 6226 -14- 0004.02.022 5

JW
1° _ `
L1
v
PROJECT AREA
Source: http: / /goto. arcgisonline .com /maps/Wodd_lmagery, accessed July 1, 2014; FEMA/FIRM Map Numbers 3710798900J, 3710799900J,
and 3710709000J, dated July 3, 2007.
- 100 -Year Floodplain 500 -Year Floodplain
0 250 500 1,000
Feet
FEMA 100 -YEAR FLOODPLAIN MAP
DUKE 48 -INCH INLET AREA CLEAN -UP
ENERGY. ameO DUKE ENERGY DAN RIVER STEAM STATION
ROCKINGHAM COUNTY, NORTH CAROLINA
PREPARED JMBI DATE 8/11/2014 CCHECKED RGH (DATE 8/11/2014 JOB NUMBER 6226-14-0004.02.022 I FIGURE
iN
n

Attachment A
Project Description
This project is to provide for the clean -up of ash and the temporary impoundment of
storm water at the grouted 48 inch reinforced concrete pipe that drains an 18.6 acre
drainage area just upstream of the existing Primary Ash Basin at Dan River Steam
Station in Eden, North Carolina. The impacts to the stream include the temporary
inundation of the wetlands following storm events and the clean -up of coal combustion
products released into the area during the downstream failure of the 48 -inch pipe.
Calculations indicate that the wetland area can store the 25 -year storm event up to
elevation 525.0 without discharge. Pumping capacity currently provided allows for the
temporarily impounded water to be drawn back down within 72 hours of the storm
event. Pumped flows will be discharged to the Service Water Settling Pond by way of
existing piping to a proposed new storm water outfall.

PT# Northing
12501 997876.78
12502 997858.01
12503 997869.32
12504 997877.37
12505: 997891.03
12506 997924.62 1
12507, 997947.18
12508 997963.31 '
12509 997990.33
12510 998012.43
12511 998027.11
12512 998049.14
12513 998058.91
12514 998064.32
12515 998078.89
12516 998079.08
12517 9980t_.29
12518 ' 99665S_._§7
12519 ' 998040.81
12520 998025 21I
12521 998011 04 +It
12522 997998.52
12523 997992.86!
12524 ! - 997992.5
12525: 997990.781
12526 997972.22
12527 , 99793839 i
ID Length (ft)
L1 i 18
L2 i 46
L3 j 22
L4 j 31
L5 18
L6 20
L7 35
L8 34
L9
L10 16
L11 15
L12: 34
L13 25
L14 38
L15 39
L 16 11
L1.7 .I 8
L18 5
L19 j 12
L20 14
121 11
L22 11
L23 12
L24 29
L25 3
L26 44
L27 26
L28 21
L29 12
L30 31
01 j 28
L32 23
L33 ' 22
04 17
L35 34
L36 23
L37 17
138 37
L39 I 26
L40 ' 28
L411[ 37
Easting i3vvation� l>�scription
1788993.67 515.07 WF / /48R1
1788973.49 516.89 WF / /4882
1788953.34 517.2 WF/ /4883 '
1788932 68 ' 517.98 WF //4884
1788922.96 518.21 wF //4885
1788928 69 516.4 WF / /4886
788
1924 54 516.17 WF //48R7
178891811 51613 WF //48RB
1788943_87 j 513.6 WF //4889 -
1788929.28 1 513.33 j WF //48R10
1788905 46 1 514.65 i WF1148R11
1788875 A � 514.88 WF//48R12
1788861.38 ' 514.37 %W/ /48R13
1788854.4 j 514.35 I WF /148R14
1788857.49 WF / /48R15�
1788863.46 514.78 WF/148R16
1788870.9 j 514.77 WF 114BR17 -
1788882 41 ( 514 15 WF/ /48818
1788901.26 513.26 j WF //48R19
1788931.77 513.07 WF (/48820
178894594 512.69 WF //48821
1788979 8 514.01 WF //48R22
1788997.43 513.45 WF //48R23�
1789014.72 ; 514.669 WF//48R24
1789028.11 516.41 WF//48R25
- - _- - - --
1789013.86 1 512.98 i WHABR26
1789023.28 510.63 f -WF/ /48827
Notes:
1) All coordinates shown are horizontal and based upon NC
State Plane NAD 83.
2) Conventional survey methods were used in the collection of
the data...
70 1 �I 64" /�
C• A ..
� •�f�SSlp" 0� %
O 2-
9 _ °z
kO*
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NZ
WO _T q
LDSI
Darr: 7,115120 15
508 west soh steel
Chatiutte. NC 28202
704.337.8329
ri\"ri,l.-hLL, & , "W
N
O
U7
This certifies that this copy of this plat accurately depicts the
boundary of the 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 or our published regulations, the determination of
Section 404 jurisdiction may be relied upon for a period not to exceed
five (5) years from this date.The undersigned completed this
determination utilizing the appropriate Regional Supplement to the
1987 U.S. Army Corps of Engineers Wetland Delineation Manual.
Regulatory Official:
48 inch Pipe
Dan River Project
GHAM COUNTY, NORTH CAROLINA
C)a v-: 7i I S1_10 15
I inch = 30 feel
_ - ...10 60

X
PROPOSED EXTENTS OF TEMPORARY � TEMPORARY IMPACTS
IMPOUNDMENT BASED ON 25 -YEAR { �—* X "_' 1 \ Wetland 1 12,420.9 SQ.FT.
EVENT RUNOFF STORAGE (EL. 524) _ _ — — -- — Wetland 2 5,299.3 SQ.FT.
(DEWATER BY PUMPING WITHIN 72 f _ _ ` ` Total 17,720.2 SQ.FT.
HOURS OF RAIN EVENT) Stream 1 219 FT.
/ / �� % Stream 2 97 FT.
Stream 132 FT.
P / - Total 448 FT.
EXISTING 48 -INCH CORRUGATED
METAL PIPE (CMP) CULVERT HAS
s•
BEEN GROUTED. INFLOWS WILL
• �� . I I - " - - - - Q `, BE PUMPED TO SECONDARY ASH
�'P `'� `fir -' ; ; �o� °� I �� •� \` BASIN SHORT -TERM AND LATER
• I 1 TO NEW STORMWATER OUTFALL
FOLLOWING CLEAN -UP.
TEMOPORARILY
IMPACTED STREAM 3
" \
/ APPROX. 132 FT.) I I \
\ N
/ r -! +---- ' Y 1
TEMPORARILY t X. I I ` ` - - ar - - 1• \`
IMPACTED WETLAND 2 '1
(APPROX. 5,299.3 SQ.FT.i
IMPACTED OF 8,155 i • r I
SQ.FT. OF WETLANDS) /
-.- -__.w. 'r TEMPORARILY I /
+ -; #, •,i ��� �f IMPACTED STREAM 2
(APPROX. 97 FT.)
• i \ \ TEMPORARILY _ _
TEMPORARILY - - ''�
�
A � IMPACTED STREAM 1 ` IMPACTED WETLAND 1 0.100
\ (APPROX. 12,420.9 SQ.FT.) ,
(APPROX. 219 FT.)
LEGEND 0000
�� / 1
EXTENTS OF TEMPORARY �j \ 0000 000 - 1
IMPOUNDMENT - - ��o� / / PROJECT BOUNDARY
EXISTING STREAM — — �o °� °P / \ ' / 1 (APPROX. 3.09 ACRES)
WETLANDS
PROJECT BOUNDARY <' \
IMPACTED WETLAND ` : __�__.�
AREA 5
50 0 50 \ \ 10 Fl
CLIENT: IDWNBY: JMB PROJECT DATE:
DAN RIVER STEAM STATION JULY 31, 2014
DUKE ENERGY - CAROLINAS ICHK•DBY: 48 -INCH INLET AREA CLEAN -UP PROJECT NO:
,I>DUKE XXX
626_,4.0004
DATUM:
ENE RGY NAD99 TITLE REV. NO.:
AMEC Environment &Infrastructure A
2801 YORKMOTT ROAD, SUITE 100 amec� PROJECTION:
CHARLOTTE, NC 28206 I UTM Zone 0 PLAN VIEW FIGURE No.
PHONE 704 - 357 -8600, FAX 704 - 357 -8638 SCALE:
LICENSURE: NC ENG: F -1253 NC GEOLOGY: C -247 1"= 50' FIGURE 01
P. \6226 CM Fjio a1111p \PmJeeb\ 2014 \e226140004 Dan Mw RwMw@ \SWmwobr .a,o - Figm 01 - May. 18. 2015 4.34prn - ld+ea

PT# Northing I Easting devotion] Description
9000 998164.55 , 1788692.27 521.96 1 WF//WJA8
9001 998179.38 1788679.3 523.03 WFINVJA7
9002 998149.55 1788699.3 519.97 1 WF /MIJA9
9003 998137.49 1788696.27 518.24 WF / /SJA3
9004 998142.94 1788687.54 519.11 WF //SJA2
9005 998153.56 1788681.72 519.82 WF / /SJA1
9006 998131.86 1788697.06 j 519.4 WF //WJA18
9007: 998129.13 1788712.22 519.35 WF //WJA17
9008 998135.68 1788720.92 ' 517.45 WF / /SJA4
90091 998148.06 178871071 518.88 WF /IWJA10
90- 10 998128.25 1788728.44 i 518.37 WF/NVJA16
-9011 998136.35 1788732.02 517.69 WF / /SJA5 -
_._ .._ _.. -- - . B- -- - --- -- --
9012 ! 99814-9-J-4-
9.34 1788732.84 518.91 I WFINVJAII
_ __ .._ --_ -- - -- 6613'l 998140.83 1788740 98 514,99 WF / /SJA6
9014 ! 998138.84 1788745.91 516.37 1 WFII WJA 15
9015 ' 998147.4 1788751.1 515.34 W1R/ISJA_
9016 998149.23 1788755.76 ! 514.63 WF /IWJA14
_.. _ - 90171 ! 998155 83 1788759.7 514.25 WF / /SJAS
9016.j 998152.82 1788763.01 514.2 j WF/ /SJA9 =S 1'
9019 ? 998160.27 1788763.69 514.9 WF / /�5J�8�2
9020 998171.4 1788771.22-1 -515.6 WF /ISJB3
9021 998166.45 1788757.39 519.48 WF //WJA13
9022: 998160.32 1788744.65 521.88 WF /NVJA12
9023 998199.55 1788767.48 ' 518.04 WF / /SJB4
9024+ 998228.49 . - 1788763 - 518.71 WF / /SJB6
9025 998254.36 1788762 26 519.82 WFI /SJB7
9026 99E126147 , 1788759 37 ' 524,15 WF / /SJ118
9027 , 998135 83 1788671 13 521.5 WF /1WJA19
9028 998142 25 i 1788641.88 1 523.5 WF /IWJA20
9029' 998166 84 1788591.36 524.64 WF //WJA22
9030 998209.47 1 1788570 57 526.14 1 WF /NVJA3
9031 } 998216.81 1 1788553 08 ! -- 527.588 WFI/WJA2
9032_ M2N.95 1788532.68 r- 531.58 WF //WJA1=
9033 998209.81 ! 1788598.92 525.91 WF //WJA4
9034 IF-i-78-86204-.-
1788628.74 524.56 WF //WJA5
9035 998196.23 ! 1788658.1 524.23 WF //WJA6
9036 998211.64 I - 1788523.52 531 WF /IWJA23
90121
�"I 4�2 F - 9031
V
4,,3 9030 9033
9036 -X, \ L74 L,
� 5
492
1 -1e. 1 Length (ft) This certifies that this copy of this plat accurately depicts the
L72 24 boundary of the jurisdiction of Section 404 of the Clean Water Act
its -.I __ 19 as determined by the undersigned on this date. Unless there is
L74 _j 28 a change in the law or our published regulations, the determination of
175 _ i 31 Section 404 jurisdiction may be relied upon for a period not to exceed
L76 � 30 five (S) years from this date.The undersigned completed this
\ L77 - i 27 determination utilizing the appropriate Regional Supplement to the
\ L78 20 1987 U.S. Army Corps of Engineers Wetland Delineation Manual.
\ L79 17
C_L80 I.7 Regulatory Official:
L81 1 17
-
L82 16
._ - -._- Title:
j
L83 I 14
L84 17 Date:
L85 14
_.
L86 ! 20 USACE Action ID No.:
L87
L88 1 15 \ \
L89 ' L9 26- e\
0 30-
J_-
L_91
L92 t - -81 \`
L93 20 \
L94 - - - -112
L95 10 \ \`\
L96 25
L97 11 '
L98 { 10 f \ \
L99
L1_00 12 `
L101 4
L102� _�__ 7
N
?E-- 90�
\ L104 - -- 28
L105 29
L106 - 26 I� `
L107 28 T
9034
L76 9035
XZ_
Notes:
1) All coordinates shown are horizontal and based upon NC
State Plane NAD 83.
2) Conventional survey methods were used in the collection of
the data,
'VA7� <�
i
O oFess,o�
SEAL -
= L -3135 =
S UFL"
�1W'm iw
Intermittent Stream SJB
+/- 132' (L 102 -L 107)
9001 I P
nd WJA <16� 9021 9020
8 7 A cre s X"- 9000 9022 �g3
9012 v, 901 rr, CO 9017
9005 9
9002 9009 e T
I(� - -�i(` L80 _I. L81 901
Y Jr 9016
9004 _9003 900 9015
~� 7f -••.:. @ 9014 T
X L89 _ V ` 9013 1 i I
J 9027 -J _L88 ? -- 9011
9006 -
9007
9010
F termittent Strearn SJA - 97' (L94 -L 101} '
N
I
,
I
i
0
J
I
1
I
i
r
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i
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IA
Date; 7113/915 48 inch Inlet Area Clean -Up
Clew "'S "'St,
chaiiotte, NC 2820 820 2 Duke Dan River Project
LDS!
7N.337.8329
��11•<<,t ROCKINGHAM COUNTY, NORTH CAROLINA
Y
it
Wto: 7r 1 W01 �>
1 inch = 30 feet
_....._ 30 60

530
`A'Q+"d V'atl3nd
525 taa_eP
I otrss.,•n I
(:PolprllnP
520 I I I
515
510 I I 1 I I I
0 20 40 60 80 100 120
SECTION
A -A
10 0 10 20 FT 10 0 10 20 FT
HORIZONTAL SCALE VERTICAL SCALE
1
I
140
DATE:
JULY 31, 2014
PROJECT NO
6226 -14 -0004
REV NO.:
A
FIGURE No.
FIGURE 02
CLIENT.
DWN BY: PROJECT
JMB
DAN RIVER STEAM STATION
DUKE ENERGY - CAROLINAS
CHWDBY:
48 -INCH INLET AREA CLEAN -UP
DUDE
XXX
DATUM:
ENERGY
AMEC Environment & Infrastructure �
NAD99 TITLE
1
2801 YORKMONT ROAD, SUITE 100
PROJECTION:
CROSS SECTION VIEW
CHARLOTTE, NC 28208 ���
UTM Zone 0
-
PHONE 704 - 357 -8600, FAX 704 - 357 -8638
SCALE'
LICENSURE NC ENG: F -1253 NC GEOLOGY C -247
n: \6M as IF g1l IwWwjo%\2M4\6=140004 Om Mw R_ ear. mar two\
- Flp- 02 - MW 16. soya Izpm - lod"
1
I
140
DATE:
JULY 31, 2014
PROJECT NO
6226 -14 -0004
REV NO.:
A
FIGURE No.
FIGURE 02

i�_.r,� •,� \ \ \FIG.A V v� 0
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„sir
_ STORMWATER DIVERSION
11/ `�``\\�.! r:� _ IIII \ \�_ / ✓���' y� \�� % � - aM 48 -INCH INLET AREA CLEAN UP
/ _ •.a it rt. -- _ .� '\ f < -- - -- "'.� `f Z !, I) �i i =: DAN RIVER STEAM STATION T AME Emo -1—
_
-F-' \�\ I \• ` L i \� _- - •� ` `� \ •C� -. -ice ''i 1 } f mrcaswc+mn„s, me
ROCKINGHAM COUNTY, NORTH CAROLINA -F
\ -,lQ• j _� ✓'• - /I /// ('M- �- TM "•'- / SnST -•- IUEO FOR PERMITTING NOT flELEASED FOR CONSTRUCTION
\ 'r \ ..� �•.'i �; - . 1/r I i-r��' / _ ncn' -SCI
-`.1,_ /- �C, \ - iifnz'T SCUSTn , NI rncn1 DUKE
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1 \_� �,:• -_ `- i_ /sue �� yY
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ForuIwGu+c . "o visory
A wIpE0
;D

Pen-nit No.
(to be provided by DETER)
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLTCATTON FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for arse as an original
A low density project is one that meets the appropriate. criteria for built upon area and transports stonnwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in Session Law 2008 -211, 15A NCAC 211 .1000, Session Law 2006 -246 and the State of North Carolina
Stormwater Best Management Practice Manual. Curb and gutter systems are allowed provided they meet the
requirements in 15A NCAC 2H .1008(g).
I. PROJECT INFORMATION
Project Name : Duke Dan River Proiect - 36 -inch Culvert Plua and 48 -inch Inlet Area Clean -Up
Contact PersoD: ioshua Bell. P.E. , Phone Number: ( 704 )517 -2618
Number of Lots:N /A Allowable Built Upon Area (BUA) Per Lot *:N /A
Number of Dwelling Units Per Acre **:N /A
Low Density Development (check one): ❑ without curb & gutter ❑ with curb & gutter, outlets to (chock one):
❑ Swales ❑ Vegetated Area
*If lot sixes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot.
The attachment most include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be
sho,Am In units of square feet.
**(Phase II Post- Construction [non -SAl only)
II. BUILT UPON AREA
Refer to DEMLR's forms and applications website for specific language that inust be recorded in the deed
restrictions for all subdivided projects. (httn: / /i)oital.nedeiir.or&web /lr /state- stonnwater -forms does)
Complete the following calculation in the space provided bclow where:
• SA Site Area - the total project area above Mean High Water.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious suita.ces such as clubhouses, tennis courts, sidewalks, etc.
• No. of Lots - the total number of lots in the subdivision.
• BUA per Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
• Total allowable lot BUA - the computed allowable built upon area for all lots combined.
• Total BUA from lot listing - the sum of built upon area allocated for each lot on the list of non - uniform lots.
Fonn SR1401 -Low Density- Rev.3- 2/10/09 Page I of 4

Calculation:
For uniform lot sizes:
(SA: ft2 x DF: – (RA:
(No of Lots: )
For non - uniform lot sizes:
a. (SA' ft2 x DF• } – (RA:
b. Total BUA from lot listing:
III. DESIGN INFORMATION
f12) – (OA: ft2) = BUA per Lot = fe
— ft2) – (OA: ft2) = Total allowable lot BUA
sf b must be < a
ft2
Complete the following table. If additional space is needed the information should be provided in the same
format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and resign Mamtal or at
http: / /hdsc.nws.noa&gov/Lidsc /pfds/
Table 1. Swale design information based on the 0 -year storm.
Swale, No. Drainage impervious amassed C Q Slope
Area (ac) Area (ac) Area (ac) (cfs)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Fonn SW401 -Low Density- Rev.3- 2/10!09 Page 2 of 4
Vallow Vactual F1ow-
(fps) (-fps) Depth (ft)
1

IV. REQUIRED ITEMS CHECKLIST
The following cheeldist outlines design requirements per the North Carolina Adrninistrative Code Section 15A
NCAC 2H.1000, NCDENR BMP Manual (2007), Session Law 2006 -246, and Session Law 2008 -211.
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An
incomplete submittal package will result in a request for additional information. This will delay final
review and approval of the project. Initial in the space provided to indicate that tare- following requirements
have been met and supporting documentation is provided as necessary. If the applicant has designated an agent
on the Stornswater Management Permit Application Form, the agent may initial below. If any item is not meet,
then iustification must be attached. Only complete items n through p for projects with curb outlets.
Page/Plan
Initials Sbcct No.
a. t For projccts in the 20 coastal counties: Per NCAC 211. 1005, a 50 foot wide vegetative buffer
is provided adjacent to surface waters. For Redevelopment projects, a 30' wide vegetative
buffer adjacent surface waters is provided..
b. t For HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer
is provided adjacent to surface waters.
C. t For Phase 11 Post- Constiuction projects: All built upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
d. Deed restriction language as required on firm SWU -101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to the sale of any lots.
e. Built upon area calculations are provided. for the overall project and all lots.
f Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2II .1007)
g. Side slopes of swales are no steeper than 3:1; or no steeper than S :1 for curb outlet swales.
h. Longitudinal slope of swales is no greater than 5 %; for non -curb outlet projects, calculations
for shear stress and velocity are provided if slope is greater than 5 %.
i. At a minimum, swales are designed to carry the 10 year storm velocity at a non - erosive rate.
0, Swales discharging to wetlands are designed to flow into and through the wetlands at a non-
erosive velocity (for this flow requirement into wetlands, non - erosive is velocity <_ 2 ft/s).
k. Swale detail and pennanent vegetation is specified on the plans.
1. Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
m. Swales are located in recorded drainage easements.
n.t1 Length of swalc or vegetated area is at least 100 feet for each curb outlet.
o.tt The system takes into account the ran -off at ultimate built -out potential from all surfaces
draining to the system (delineate drainage area for each swale).
p tt Curb outlets direct flow to a swale or vegetated area.
t Projects in the Neuse,'J'ar- Pamlico, Catawba River basins, and Randleman lake may require additional buffer.
ti Only complete these items for projects with curb outlets.
Form SW401 -Low Density- Rev.3- 2/10109 Page 3 of 4

V. SWALE SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches at
any tirne; and grass will not be mowed too close to the ground or "scalped ".
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment b«ild -up,
erosion, and trasl°i accumulation.
Accumulated scdimcnt and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded, Swales will be revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope.
5. Catch basins, Curb cuts, velocity reduction devices, and piping will be inspected.monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away front grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Energy, Mineral
and Land Resources.
I acknowledge and agree by my signature below that I am responsible for the pet-Ibmlance of the six
maintenance procedures listed above. I agree to notify DEMLR of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title:, c4h '�� ' '%;I, PE
Address:2801 Yo t• 4 �0. Charlotte, NC 28208
0
Phone:7045 63 $: a4 r . � Date:
� dd
�" ���
Signature.
Note: The all r�°d�(17�'fx7��lt�; •�h ,l N be a homeowners association unless more than 50% of the lots have been sold and a
resident of the 'sj��l be`named the president.
I, a Notary Public for the State of . ___, County of
do hereby certify that _ personally appeared before nie tUs _
day of _ , and acknowledge the due execution of the forgoing swale maitatenance requirements.
Witness my hand and official seal,
Notary signature
SEAL My commission expires
Foirn S W401 -Low Density- Rev.3- 2110109 Page 4 of 4

U.S. Fish A Wildlife Service ,j
My project
IPaC Trust Resource Report
Generated May 19, 2015 10:59 AM MDT

IPaC Trust Resource Report
US Fish & Wildlife Service
IPaC Trust Resource Report
Project Description
NAME
My project
PROJECT CODE
4GSTK- LL3M5- FX5EH -P6RU P- Q7CRHM
LOCATION
Rockingham County, North Carolina
DESCRIPTION
No description provided
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t
U.S. Fish & Wildlife Contact Information
Species in this report are managed by:
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636 -3726
(919) 856 -4520
Endangered Species
Proposed, candidate, threatened, and endangered species that are managed by the
Endangered Species Program and should be considered as part of an effect analysis
for this project.
Clams
James Spinymussel Pleurobema collina Endangered
CRITICAL HABITAT
No critical habitat has been designated for this species.
https : / /ecos.fws.aov /species Prof ile /profile /speci es Prof i le. action ?socode =F025
05/19;2015 10.59 iPaC Information for Planning and Conservation Page 2
Version 2.0. 13

IPaC Trust Resource Report
Flowering Plants
Smooth Coneflower Echinacea laevigata
CRITICAL HABITAT
No critical habitat has been designated for this species.
4GSTK- LL3M5- FX5EH- P6RUP -07CRHM
htt aJ /ecos.fws.aov /apeciesProfile /profile /species Prof i le. action ?spcode =Q293
Endangered
Critical Habitats
Potential effects to critical habitat(s) within the project area must be analyzed along with
the endangered species themselves.
There is no critical habitat within this project area
05/19/2015 10:55 IPaC Information for Planning and Conservation
Version 2.0.18
Page 3

IPaC Trust Resource Report
Migratory Birds
4GSTK- LL3M5- FX5EH- P6RUP- 07CRHIvi
Birds are protected by the Migratory Bird Treaty Act and the Bald and Golden Eagle
Protection Act.
Any activity which results in the take of migratory birds or eagles is prohibited unless
authorized by the U.S. Fish and Wildlife Service (1). There are no provisions for
allowing the take of migratory birds that are unintentionally killed or injured.
You are responsible for complying with the appropriate regulations for the protection of
birds as part of this project. This involves analyzing potential impacts and implementing
appropriate conservation measures for all project activities.
American Bittern Botaurus lentiginosus Bird of conservation concern
Season: Wintering
httos.Hecos.fws. aov / soecies Prof ile /orofile /soecies Prof ile .action ?socode =BOF3
Bald Eagle Haliaeetus leucocephalus Bird of conservation concern
Year -round
httos://ecos.fws.aQv/ soecies Prof ile /orofile / soeciesProfile .action ?socode =B008.
Blue- Winged Warbler Vermivora pinus Bird of conservation concern
Season: Breeding
httos://ecos.fws. aov / soecies Prof ile /orofile /soecies Prof ile .action ?socode =BOJY
Brown- headed Nuthatch Sitta pusilla Bird of conservation concern
Year -round
bttps:Hecos.fws.aov /soeciesProfile / r file r)eciesProfile .action ?socode =B017
Chuck - Wills -widow Caprimulgus carolinensis Bird of conservation concern
Season: Breeding
httos: / /ecos.fws. aov / soeciesProfile /orofile /soeciesProfile .action ?socode =BOLA
Fox Sparrow Passerella iliaca Bird of conservation concern
Season: Wintering
httos: / /ecos.fws. aov /sneciesProfile /orofile /soecies Prof ile .action ?socode =BONE
Kentucky Warbler oporornis formosus Bird of conservation concern
Season: Breeding
httos: / /ecos.fws. aov / soeciesProfile /orofile /soeciesProfile .action ?socode =B01N
Least Bittern Ixobrychus exilis Bird of conservation concern
Season: Breeding
httos:Hecos.fws.00v/ soeciesProfile /orofile /soeciesProfile .action ?socode =BOJW
Loggerhead Shrike Lanius ludovicianus Bird of conservation concern
Year -round
httos:Hecos.fws. aov /soecies Prof ile / orofile /soecies Profile. action ?socode =BOFY
Pied - billed Grebe Podilymbus podiceps Bird of conservation concern
Year -round
ile/prof r/soeciesProfile .action ?socode =60JQ
05/19/2015 10:59 lPaC Information for Planning and Conservation Page 4
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1PaC Trust Resource Report
4GSTK- LL3M5- FX5EH- P6RUP- 07CRHM
Prairie Warbler Dendroica discolor Bird of conservation concern
Season: Breeding
https: / /ecos.fws.00v /soecies Prof ile /profile /soecies Prof i le. action ?socode =BOK4
Prothonotary Warbler Protonotaria citrea Bird of conservation concern
Season: Breeding
httos:Hecos.fws.00v/ soecies Prof ile /profile /soecies Prof i le. action ?socode =BOIJ
Red - headed Woodpecker Melanerpes erythrocephalus Bird of conservation concern
Year -round
htt;Ws:/ /ecos.fws.00v /soecies Prof ile /Profile /species Profile. action ?socode =BOHR
Rusty Blackbird Euphagus carolinus Bird of conservation concern
Season: Wintering
httos :Hecos.fws.00v /species Prof de /Profile /soeciesProfile.action ?socode =BOJI
Wood Thrush Hylocichla mustelina Bird of conservation concern
Season: Breeding
https : / /ecos.fws.gov /speciesProfile /profile /apeciesProfile .action ?snnode 13016
Worm Eating Warbler Helmitheros vermivorum Bird of conservation concern
Season: Breeding
https: / /ecos.fws.00v/ soecies Prof ile /profile /soecies Prof i le. action 9socode =B01I
05/19/2015 10:59 IPaC Information for Planning and Conservation Page 5
Version 2.0.18

A ` ®®
ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Steve Cahoon
Duke Energy Carolinas, LLC
410 S. Wilmington St.
Raleigh, NC 27601
Division of Mitigation Services
May 26, 2015
Project: Dan River Steam Station 48 -inch inlet area clean-up
Donald R, van der Vaart
Secretary
Expiration of Acceptance: November 26, 2015
County: Rockingham
The purpose of this letter is to notify you that the NCDENR Division of Mitigation Services (DMS) is willing to accept payment for
compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. Please note that this
decision does not assure that participation in the DMS in -lieu fee mitigation program will be approved by the permit issuing agencies
as mitigation for project impacts. It is the responsibility of the applicant to contact permitting agencies to determine if payment to the
DMS will be approved. You must also comply with all other state, federal or local government permits, regulations or authorizations
associated with the proposed activity including G.S. § 143 - 214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit/401 Certification /LAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to DMS. Once DMS receives a copy of the permit(s) an invoice will be issued based on
the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the in -lieu
fee to be paid by an applicant is calculated based upon the Fee Schedule and policies listed at .vww.nceep.net.
Based on the information supplied by you in your request to use the DMS, the impacts that may require compensatory mitigation are
summarized in the following table. The amount of mitigation required and assigned to DMS for this impact is determined by
permitting agencies and may exceed the impact amounts shown below.
CU Stream (feet) Wetlands (acres) Buffer I Buffer I1
River Basin (q ) I S
Location I I S Ft. 9• Ft. (� )
Cold Cool Warm ( Riparian Non- Riparian Coastal Marsh
i
Impact Roanoke 03010103 I 0 0 I 513 I 0 0.505 ' 0 0 0
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The mitigation will be performed
in accordance with the In -Lieu Fee Program instrument dated July 28, 2010.
Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need additional information,
please contact Kelly Williams at (919) 707 -8915.
Sincerely,
James. Stanfill
Asset Management Supervisor
cc: David Bailey, USACE - Raleigh
Richard Harmon, agent
1652 Mail Service Center, Raleigh, North Carolina 27699 -1652
Phone: 919 - 707 -89761 Internet: www.nceep.net
An Equal Opportunity i Affirmahie Achon Employer —Made in part from recycled paper

Jurisdictional Determination Request
„
US Army Corps
of Engineers.
Wilmington Distnct
This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
to the appropriate Corps Field Office (or project manager, if known) via mail, electronic mail, or
facsimile. A current list of county assignments by Field Office and project manager can be
found on -line at: htti): / /wwNv.saw.Lisace.artnv. mil / Missions /Rea,LilatoryPermitPro2ram.ast)x , by
telephoning: 910 -251 -4633, or by contacting any of the field offices listed below:
ASHEVILLE REGULATORY FIELD OFFICE
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801 -5006
General Number: (828) 271 -7980
Fax Number: (828) 281 -8120
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest. North Carolina 27587
General Number: (919) 554 -4884
Fax Number: (919) 562 -0421
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: (910) 251 -4610
Fax Number: (252) 975 -1399
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910 - 251 -4633
Fax Number: (910) 251 -4025
Version: December 2013 Page 1

Jurisdictional Determination Request
INSTRUCTIONS:
All requestors must complete Parts A, B, C, D, E and F.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part G.
NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that all JD
requests must include the current property owner authorization for the Corps to proceed with the
determination, which may include inspection of the property when necessary. This form must be
signed by the current property owner to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Property owner authorization /notification for JD
requests associated with North Carolina Department of Transportation (NCDOT) projects will be
conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD may not
be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or
your tenant are USDA Program participants, or anticipate participation in USDA programs, you
should also request a certified wetland determination from the local office of the Natural
Resources Conservation Service, prior to starting work.
Version: December 2013 Page 2

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: 900 S. Edgewood Road
City, State: Eden, NC 27288
County: Rockingham
Directions: 1 -40W from Raleigh Near Greensboro, lake Hwy 29N to Reidsville In Reidsville, take Hwy 14N to Eden
Near Eden, take right onto E Stadium Dr, then take right onto S Edgewood Rd, gate access required
Parcel Index Number(s) (PIN): 798908886870
B. REQUESTOR INFORMATION
Name:
Mailing Address:
Telephone Number:
Electronic Mail Address e
Richard G. Harmon, PWS
4021 Stirrup Creek Drive, Suite 100
Durham, NC 27703
richard.harmon @amec.com
Select one:
❑ I am the current property owner.
❑✓ I am an Authorized Agent or Environmental Consultant
❑ Interested Buyer or Under Contract to Purchase
❑ Other, please explain.
C. PROPERTY OWNER INFORMATION
Name:
Mailing Address:
Telephone Number:
Electronic Mail Address 3:
Steve Cahoon (Duke Energy)
410 S. Wilmington Street
Raleigh, NC 27601
(919) 546 -7457
[e-mail]
❑✓ Proof of Ownership Attached (e.g. a copy of Deed, County GIS /Parcel /Tax Record data)
1 If available
2 Must attach completed Agent Authorization Form
3 If available
Version: December 2013 Page 3

Jurisdictional Determination Request
D. PROPERTY OWNER CERTIFICATION
I, the undersigned, a duly authorized owner of record of the property /properties identified herein,
do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on -site investigations
and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction
under Section 404 of the Clean Water Act and /or Section 10 of the Rivers and Harbors Act of
1899.
Property Owner (please print) Date
Property Owner Signature
E. JURISDICTIONAL DETERMINATION TYPE
Select One:
I am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does include a delineation.
❑ I am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does NOT include a delineation.
❑ I am requesting that the Corps investigate the property /project area for the presence or
absence of WoUS5 and provide an approved JD for the property identified herein. This
request does NOT include a request for a verified delineation.
❑ I am requesting that the Corps delineate the boundaries of all WoUS on a property /project
area and provide an approved JD (this may or may not include a survey plat).
❑✓ I am requesting that the Corps evaluate and approve a delineation of WoUS (conducted
by others) on a property /project area and provide an approved JD (may or may not
include a survey plat).
4 For NCDOT requests following the current NCDOT /USACE protocols, skip to Part E.
5 Waters of the United States
Version: December 2013 Page 4

Jurisdictional Determination Request
F. ALL REQUESTS
Map of Property or Project Area (attached). This Map must clearly depict the boundaries
of the area of evaluation.
❑✓ Size of Property or Project Area 3.09 (Project Area) acres
nI verify that the property (or project) boundaries have recently been surveyed and marked
by a licensed land surveyor OR are otherwise clearly marked or distinguishable.
G. JD REQUESTS FROM CONSULTANTS OR AGENCIES
(1) Preliminary JD Requests:
F-1 Completed and signed Preliminary Jurisdictional Determination Form6.
❑ Project Coordinates:
Latitude
Longitude
Maps (no larger than 11x17) with Project Boundary Overlay:
❑ Large and small scale maps that depict, at minimum: streets, intersections, towns
❑ Aerial Photography of the project area
❑ USGS Topographic Map
❑ Soil Survey Map
❑ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
6 See Appendix A of this Form. From Regulatory Guidance Letter No. 08 -02, dated June 26, 2008
Version: December 2013 Page 5

Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands:
❑ Wetland Data Sheets
Tributaries:
❑ USACE Assessment Forms
❑ Upland Data Sheets ❑ Other Assessment Forms
(when appropriate)
❑ Landscape Photos, if taken
Field Sketch overlain on legible Map that includes:
■ All aquatic resources (for sites with multiple resources, label and identify)
■ Locations of wetland data points and /or tributary assessment reaches
■ Locations of photo stations
■ Approximate acreage /linear footage of aquatic resources
(2) Approved JDs including Verification of a Delineation:
W1 Project Coordinates: 36.489697 Latitude 79.717600 Longitude
Maps (no larger than 11x17) with Project Boundary Overlay:
✓❑ Large and small scale maps that depict, at minimum: streets, intersections, towns
❑✓ Aerial Photography of the project area
❑✓ USGS Topographic Map
❑✓ Soil Survey Map
�✓ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan,
previous delineation maps)
1987 Manual Regional Supplements and Data forms can be found at:
htto: / /www.usace.armv.miI/ Missions/ CivilWorks/ ReFzulatorvProgramandPermits /reg suoo.aspx
Wetland and Stream Assessment Methodologies can be found at:
http: / /i)ortal.ncdenr.org /c /document library /set file ?uuid= 76f3c58b -dab8- 4960- ba43- 45b7faf06f4c &grouold =38364 and,
httr): / /www.saw.usace.armv. mil / Portals /59 /docs /regulatory /publicnotices /2013 /NCSAM Draft User Manual 130318.pdf
8 Delineation information must include, at minimum, one wetland data sheet for each wetland /community type.
Version: December 2013 Page 6

Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands:
❑✓ Wetland Data Sheets
Tributaries:
❑✓ USACE Assessment Forms
❑✓ Upland Data Sheets ❑ Other Assessment Forms
(when appropriate)
❑ Landscape Photos, if taken
❑ Field Sketch overlain on legible Map that includes:
• All aquatic resources (for sites with multiple resources, label and identify)
• Locations of wetland data points and /or tributary assessment reaches
• Locations of photo stations
• Approximate acreage /linear footage of aquatic resources
Supporting Jurisdictional Information (for Approved JDs only)
❑ Approved Jurisdictional Determination Form(s) (also known as "Rapanos
Form(s)")
❑ Map(s) depicting the potential (or lack of potential) hydrologic connection(s),
adjacency, etc. to navigable waters.
9 Delineation information must include, at minimum, one wetland data sheet for each wetland /community type.
Version: December 2013 Page 7

I.
Jurisdictional Determination Request
REQUESTS FOR CORPS APPROVAL OF SURVEY PLAT
Prior to final production of a Plat, the Wilmington District recommends that the Land
Surveyor electronically submit a draft of a Survey Plat to the Corps project manager for
review.
Due to storage limitations of our administrative records, the Corps requires that all hard -
copy submittals include at least one original Plat (to scale) that is no larger than 11 "x17''
(the use of match lines for larger tracts acceptable). Additional copies of a plat, including
those larger than 11 "x17 ", may also be submitted for Corps signature as needed. The
Corps also accepts electronic submittals of plats, such as those transmitted as a Portable
Document Format (PDF) file. Upon verification, the Corps can electronically sign these
plats and return them via e -mail to the requestor.
(1) PLATS SUBMITTED FOR APPROVAL
Must be sealed and signed by a licensed professional land surveyor
❑ Must be to scale (all maps must include both a graphic scale and a verbal scale)
❑ Must be legible
❑ Must include a North Arrow, Scale(s), Title, Property Information
Must include a legible WoUS Delineation Table of distances and bearings /metes
and bounds /GPS coordinates of all surveyed delineation points
Must clearly depict surveyed property or project boundaries
Must clearly identify the known surveyed point(s) used as reference (e.g. property
corner, USGS monument)
❑ When wetlands are depicted:
• Must include acreage (or square footage) of wetland polygons
• Must identify each wetland polygon using an alphanumeric system
Version: December 2013 Page 8

Jurisdictional Determination Request
When tributaries are depicted:
• Must include either a surveyed, approximate centerline of tributary with
approximate width of tributary OR surveyed Ordinary High Water Marks
(OHWM) of tributary
• Must identify each tributary using an alphanumeric system
• Must include linear footage of tributaries and calculated area (using approximate
widths or surveyed OHWM)
• Must include name of tributary (based on the most recent USGS topographic
map) or, when no USGS name exists, identify as "unnamed tributary"
❑ all depicted WoUS (wetland polygons and tributary lines) must intersect or tie -to
surveyed project/property boundaries
❑ Must include the location of wetland data points and /or tributary assessment
reaches
❑ Must include, label accordingly, and depict acreage of all waters not currently
subject to the requirements of the CWA (e.g. "isolated wetlands ", "non -
jurisdictional waters "). NOTE: An approved JD must be conducted in order to
make an official Corps determination that a particular waterbody or wetland is not
jurisdictional.
❑ Must include and survey all existing conveyances (pipes, culverts, etc.) that
transport WoUS
Version: December 2013 Page 9

Jurisdictional Determination Request
(2) CERTIFICATION LANGUAGE
❑� When the entire actual Jurisdictional Boundary is depicted:
include the following Corps Certification language:
"This certifies that this copy of this plat accurately depicts the boundary of the 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 or our published regulations, the determination of
Section 404 jurisdiction may be relied upon for a period not to exceed five (5) years from
this date. The undersigned completed this determination utilizing the appropriate Regional
Supplement to the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual."
Regulatory Official:
Title:
Date:
USACE Action ID No.:
❑ When uplands may be present within a depicted Jurisdictional Boundary:
include the following Corps Certification language:
"This certifies that this copy of this plat identifies all areas of waters of the United States
regulated pursuant to Section 404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is change in the law or our published regulations,
this determination of Section 404 jurisdiction may be relied upon for a period not to exceed
five years from this date. The undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Army Corps of Engineers Wetlands
Delineation Manual."
Regulatory Official:
Title:
Date:
USA CE Action ID No.:
Version: December 2013
Page 10

Jurisdictional Determination Request
(3) GPS SURVEYS
For Surveys prepared using a Global Positioning System (GPS), the Survey must include
all of the above, as well as:
❑ be at sub -meter accuracy at each survey point.
❑ include an accuracy verification:
One or more known points (property corner, monument) shall be located with the
GPS and cross - referenced with the existing traditional property survey (metes and
bounds).
❑ include a brief description of the GPS equipment utilized.
Version: December 2013 Page 11

USACE Jurisdictional Determination Request
Duke Energy Carolinas, LLC
Dan River Steam Station 48 -inch Inlet Area Clean -Up
Rockingham County, NC
ATTACHMENTS
Figure 1 Site Location Map
Figure 2 Aerial Photograph
Figure 3 NRCS Soils Map
Figure 4 USFWS NWI Map
Rockingham County GIS — parcel tax record card
USACE Wetland Determination Data Form — Eastern Mountains and Piedmont Region (wetland
side and upland side)
NC DWR Stream Identification Form (Version 4.11)
Wetland /Stream Survey Drawings (two separate plats) — Southern and Northern Portions of
Project Site (southern and northern wetland /stream systems)

ik
NORTH CAROLINA
"
Project Location-
. � �,' • '�' e � � � ` , ♦ r �
a.
.• i Ind
PROJECT AREA
0 0F
f sari
IAN
r �
..'1t �"'\ CoQyfight.© 2013 Natio�nralaG. °9riaPhi:isi`et ''bd
Source: USGS 24k Map Sheets, Southeast Eden and Northeast Eden. N
0 500 1,000 2,000
Feet
SITE LOCATION MAP
�• DUKE 48 -INCH INLET AREA CLEAN -UP
VENERGY, ameO DUKE ENERGY DAN RIVER STEAM STATION
ROCKINGHAM COUNTY, NORTH CAROLINA
PREPARED I DATE CHECKED (DATE JOB NUMBER I FIGURE
BY JMB 8/11/2014 BY RGH 8/11/2014 6226 -14- 0004.02.022 1

c }t
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''
IIY
Source: http: / /goto. arcgisonline .com /mapsNVodd_lmagery, accessed July 1, 2014.
PROJECT AREA
f
0 250 500 1,000 JUL 2 0 2015
Feet
AERFQJ., URC S
(� DUKE 48 -INCH INLET AFB
ENERGY, ameo DUKE ENERGY DAN RIVER STEAM STATION
ROCKINGHAM COUNTY, NORTH CAROLINA
PARED JMB I DATE 8/11/2014 BY ECKED RGH (DATE 8/11/2014 JOB NUMBER 6226 -14- 0004.02.022 1 FIGURE 2
o
'A
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IIY
Source: http: / /goto. arcgisonline .com /mapsNVodd_lmagery, accessed July 1, 2014.
PROJECT AREA
f
0 250 500 1,000 JUL 2 0 2015
Feet
AERFQJ., URC S
(� DUKE 48 -INCH INLET AFB
ENERGY, ameo DUKE ENERGY DAN RIVER STEAM STATION
ROCKINGHAM COUNTY, NORTH CAROLINA
PARED JMB I DATE 8/11/2014 BY ECKED RGH (DATE 8/11/2014 JOB NUMBER 6226 -14- 0004.02.022 1 FIGURE 2

`
fit
{y Mt l
fk /. • y
1'
r `
`a
Source: http:// goto. arr-gisonline .com /maps[World_lmagery, accessed July 1, 2014; USDA NRCS Soil Survey Geographic (SSURGO) database for N
Rockingham County, North Carolina, dated December 21, 2013.
Soil Type Boundary
0 250 500 1,000
Feet
(� DUKE NRCS SOILS MAP
��� 48 -INCH INLET AREA CLEAN -UP
ENERGYc DUKE ENERGY DAN RIVER STEAM STATION
ROCKINGHAM COUNTY, NORTH CAROLINA
PREPARED DATE CHECKED DAIE JOB NUMBER FIGURE
BY JMBI 8/11/2014 BY RGH 1 8/11/2014 6226 -14- 0004.02.022 1 3
Nor
Map Symbol Description
AyC
Ayersville gravelly loam, 4 to 15 percent slopes
- AyF
Ayersville gravelly loam, 15 to 45 percent slopes
Crro
Clover sandy cam. 2 to 8 percent slopes
CmD
Clover sandy loam, 8 to 15 percent slopes
DaA
Dan River barn 0 to 2 percent slopes, frequently flooded
SvB
Stoneville bam. 2 to 8 percent slopes
SvD
Stoneville loam, 8 to 15 percent slopes
Ud
Udorthents, loamy
Source: http:// goto. arr-gisonline .com /maps[World_lmagery, accessed July 1, 2014; USDA NRCS Soil Survey Geographic (SSURGO) database for N
Rockingham County, North Carolina, dated December 21, 2013.
Soil Type Boundary
0 250 500 1,000
Feet
(� DUKE NRCS SOILS MAP
��� 48 -INCH INLET AREA CLEAN -UP
ENERGYc DUKE ENERGY DAN RIVER STEAM STATION
ROCKINGHAM COUNTY, NORTH CAROLINA
PREPARED DATE CHECKED DAIE JOB NUMBER FIGURE
BY JMBI 8/11/2014 BY RGH 1 8/11/2014 6226 -14- 0004.02.022 1 3

4 kt 4'
PUSCh
x 5
PROJECT AREA I
tt �
r �l
6
PUBHh
r
PUBHh
t
R2UBH
r �
" ec
I' rail
ClassHication Description
PUBM Palustrine, Unconsolidated Bottom, Permanently Flooded, DikedlMpounded
`r PUBFbc Palustrine, Unconsolidated Bottom, Permanently Flooded, Excavated
Sour PUSCh Palustrine, Unconsolidated Shore, Seasonally Flooded, DkedAnpounded
- Getrm R2UBH %erne, Lower Perennial, unconsolidated Bottom Perrrenently Flooded
Source: http: // goto. arcgisonline .com /maps/Wodd_lmagery, accessed July 1, 2014; U.S. Fish and Wildlife Service, National Wetlands Inventory GIS N
database, dated May 1, 2014.
- Freshwater Pond = Other = Riverine
0 250 500 1,000
Feet
(' DUKE INLET AREA CLEAN -UP
ENERGYameO USFWS NWI MAP
D UKE 48 -INCH ,- ENERGY DAN RIVER STEAM STATION
ROCKINGHAM COUNTY, NORTH CAROLINA
PREPARED I DATE CHECKED (DATE JOB NUMBER I FIGURE .
BY JMB 8/11/2014 BY RGH 8/11/2014 6226 -14- 0004.02.022 4

Rockingham County, NC Print Map
`•�_ 1
iQl
i?
i
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Page 1 of 1
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i �K� f 1.2mi
Rockingham County, NC
Disclaimer: The information contained on this page is taken from aerial mapping, tax mapping, and public records and is NOT to be construed or
used as a survey or'legal description'. Only a licensed professional land surveyor can legally determine precise locations, elevations, length and
direction of a line, and areas.
Long PIN: 798908886870
Parcel Number: 141506
Owner ID: 54874
Owner Name1: DUKE POWER COMPANY
Owner Address: TAX DEPT - PB05B
Owner Address 1: PO BOX 1244
Onwer City: CHARLOTTE
Census Block Groups
Block Group: 0403003
Townships
Name: LEAKSVILLE TOWNSHIP
init: start
init: done
Parcels
Owner State: NC
Owner Zip: 28201-1244
Deed Acres: 379.99
Township: 2
Land Value: 3052657
Improvment Value: 2524235
Total Value: 5576892
Deed Book: 1411
Deed Page: 2100
Deed Year: 2011
Date Sold: 20110309
Zoning: 12 1ED
Year Built: 2013
Attributes at point: N: 998529, E: 1788643
Precincts Soils
Name: EDEN CENTRAL DSL Name: Ud
httD:,'www.webais.net Anderson & Associates. Inc. httoJlwww.andassoc.com
http: / /arcgis. webgis. net /nc/Rockingham/printable.asp 6/30/2014

Wetland area within southern portion of project site (Wetland 1 on Plan View)
WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Wetland B - wetland side
Project/Site: Dan River Steam Station City /Co.: Rockingham County Sampling Date 6/26/2014
Applicant/Owner: Duke Energy State- NC Sampling Point JAI wet, Area a
Investigator(s) J. GAY Section, Township, Range:
Landform: (hillslope, terrace, etc.) drainway Local Relief: none Slope ( %)- 0
Subregion(LRR/MLRA LRR P Lat: 36 495400 Long: - 79.717900 Datum-
Soil Map Unit Name: Udorthents NWI Classification N/A
Are climatic /hydrologic conditions on the site typical for this time of year? D'es ❑No (If no, explain in Remarks.)
Are Vegetation D , Soil ❑ or Hydrology ❑ significantly disturbed? Are "Normal Circumstances" present? Y[2] NO
Are Vegetation ❑ , Soil ❑ or Hydrology ❑ naturally problematic) (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes D No ❑ Is the Sampled Area
Hydric Soil Present? Yes D No ❑ within a wetland?
Wetland Hydrology Present? Yes D No ❑
Remarks
Area is a drainage way next to ash basin and has been significantly manipulated
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required, check
all that apply):.
❑ Surface Water (A1)
❑
True Aquatic Plants (B14)
❑ High Water Table (A2)
❑
Hydrogen Sulfide Odor (C1)
❑ Saturation (A3)
❑�
Oxidized Rhizospheres on Living Roots (C3)
❑ Water Marks (61)
❑
Presence of Reduced Iron (C4)
❑ Sediment Deposits (132)
❑
Recent Iron Reduction in Tilled Soils (C6)
❑ Drift Deposits (63)
❑
Thin Much Surface (C7)
❑ Algal Mat or Crust (134)
❑
Other (Explain in Remarks)
❑ Iron Deposits (65)
❑ Inundation Visible on Aerial Imagery (67)
❑ Water - Stained Leaves (139)
❑ Aquatic Fauna (B13)
Field Observations:
Surface Water Present? ❑ Yes
D No
Depth (inches):
Water Table Present? ❑Yes
D No
Depth (inches):
Yes ❑ No ❑
Secondary Indicators (minimum of two reauired)
❑ Surface Soil Cracks (B6)
❑ Sparsely Vegetated Concave Surface (88)
❑ Drainage Patterns (610)
❑ Moss Trim Lines (B16)
❑ Dry- Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imagery (C9)
❑ Stunted or Stressed Plants (D1)
D Geomorphic Position (D2)
❑ Shallow Aquitard (D3)
❑ Microtopographic Relief (D4)
❑ FAC- Neutral Test (D5)
Saturation Present? ❑Yes D No Depth (inches): Wetland Hydrology Present?
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available
Remarks:
Des ❑ No
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

VEGETATION (Five Strata) - Use scientific names of plants.
Absolute Dominant Indicator
Tree Stratum (Plot size. 30 ft ) % Cover Species? Status
1. none present - --
2
3.
4.
5.
6.
50% of total cover:
Sapling Stratum (Plot size- 30 ft )
1 Salix nigro
2.
3.
4
5
6
50% of total cover-
Shrub Stratum (Plot size: 30 ft )
1
2.
3.
4.
5.
6
50% of total cover
Herb Stratum (Plot size- loft )
1. juncus effusus
2.
3
4.
5.
6.
7.
8.
9
10.
11.
= Total Cover
20% of total cover:
10 y OBL
10 =Total Cove
5 20% of total cover:
= Total Cove
20% of total cover-
2 y FACW
2 =Total Cove
50% of total cover 1 20% of total cover. _
Woody Vine Stratum (Plot size. 30 ft )
1. none present
2.
3
4
S.
= Total Cover
50% of total cover 20% of total cover:
Remarks: (If observed, list morphological adaptations below)
2
04
Sampling Point: JA18 wet, Area B
Dominance Test Worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 2
(A)
Total Number of Dominant
Species Across All Strata: 2
(B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 100%
(A /B)
Prevalence Index worksheet:
OBL species 10 x1= 10
FACW species 2 x 2 = 4
FAC species 0 x 3 = 0
FACU species 0 x 4 = 0
UPL species 0 x 5 = 0
Column Totals. 12 (A) 14
(B)
Prevalence Index = B/A = 1.2
Hydrophytic Vegetation Indicators:
Q Dominance Test is> 50%
❑ Prevalence Index is <_ 3.01
❑ Problematic Hydrophytic Vegetation' (Explain)
' Indicators of hydric soil and wetland hydrology must
❑e present, unless disturbed or problematic
Definitions of Vegetation Strata:
Tree - Woody plants, excluding woody vines, approximately
20 ft (6 m) or more in height and 3 in. (7.6 cm) or larger in
diameter at breast height (DBH)
Sapling- Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less than 3
in. (7.6 cm) DBH.
Shrub - Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height
Herb - All herbaceous (non - woody) plants, including
herbaceous vines, regardless of size Includes woody
plants, except woody vines, less than approximately 3 ft (1
m) in height.
Woody vine - All woody vines, regardless of height
Hydrophytic
Vegetation Yes No ❑
Present?
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators).
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' LocZ Texture
0 -8 2.5Y4/2 70 10 YR 5/4 30 C PL SiCL
'Type C = Concentration, D = depletion, RM = Reduced Matrix, MS = Masked Sand Grains
Hydric Soil Indicators:
❑
Histosol (Al)
❑
Dark Surface (S7)
❑
Histic Epipedon (A2)
❑
Polyvalue Below Surface (S8) (MLRA 147, 148)
❑
Black Histic (A3)
❑
Thin Dark Surface (S9) (MLRA 147, 148)
❑
Hydrogen Sulfide (A4)
❑
Loamy Gleyed Matrix (F2)
❑
Stratified Layers (A5)
Q
Depleted Matrix (F3)
❑
2 cm Muck (A10) (LRR N)
❑
Redox Dark Surface (F6)
❑
Depleted Below Dark Surface (A11)
❑
Depleted Dark Surface (F7)
❑
Thick Dark Surface (Al2)
❑
Redox Depressions (F8)
❑
Sandy Mucky Material (S1)
❑
Iron - Manganese Masses (F12) (LRR N, MLRA 136)
(LRR N, MLRA 147, 148)
❑
Umbric Surface (F13) (MLRA 136, 122)
❑
Sandy Gleyed Matrix (S4)
❑
Piedmont Floodplain Soils (F19) (MLRA 148)
❑
Sandy Redox (S4)
❑
Red Parent Material (F21) (MLRA 127, 147)
❑
Stripped Matrix (S5)
Restrictive Layer (if observed):
Type:
Depth (inches)
Remarks:
unable to penetrate past 8 inches due to stone
Sampling Point JA18 wet, Area B
Remarks
`Location: PL = Pore Lining, M = Matrix
Indicators for Problematic Hydric Soils':
❑
2 cm Muck (A10) (MLRA 147)
❑
Coatal Prairie Redox (A16)
(MLRA 147, 148)
❑
Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
❑
Very Shallow Dark Surface (TF12)
❑
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes ❑� No ❑
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

Upland data point for wetland area within southern portion of project site
WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Wetland B - upland side
Project/Site: Dan River Steam Station City /Co.: Rockingham County Sampling Date: 6/26/2014
Applicant/Owner. Duke Energy State: NC Sampling Point:.1A1a up, area B
Investigator(s): J. GAY Section, Township, Range:
Landform: (hillslope, terrace, etc.) side slope Local Relief : none Slope ( %). 10
Subregion(LRR/MLRA LRR P Lat. 36.495400 Long- - 79.717900 Datum:
Soil Map Unit Name: Udorthents NWI Classification N/A
Are climatic /hydrologic conditions on the site typical for this time of year? E'es []No (If no, explain in Remarks.)
Are Vegetation F±] Soil ❑ or Hydrology ❑ significantly disturbed? Are "Normal Circumstances" present? YQ N❑
Are Vegetation ❑ , Soil ❑ or Hydrology ❑ naturally problematic? (If needed, explain any answers in Remarks )
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes ❑ No ❑1 Is the Sampled Area
Hydric Soil Present? Yes ❑ No ❑� within a wetland?
Wetland Hydrology Present? Yes ❑ No ❑4
Remarks
Area is a drainage way next to ash basin and has been significantly manipulated
HYDROLOGY
Wetland Hydrology Indicators:
Primary
Indicators (minimum of one is required. check
all that applvl:
❑
Surface Water (Al)
❑
True Aquatic Plants (814)
❑
High Water Table (A2)
❑
Hydrogen Sulfide Odor (Cl)
❑
Saturation (A3)
❑
Oxidized Rhizospheres on Living Roots (C3)
❑
Water Marks (81)
❑
Presence of Reduced Iron (C4)
❑
Sediment Deposits (132)
❑
Recent Iron Reduction in Tilled Soils (C6)
❑
Drift Deposits (63)
❑
Thin Much Surface (C7)
❑
Algal Mat or Crust (64)
❑
Other (Explain in Remarks)
❑
Iron Deposits (65)
❑
Inundation Visible on Aerial Imagery (67)
❑
Water - Stained Leaves (B9)
❑
Aquatic Fauna (613)
Field
Observations:
Surface
Water Present? ❑ Yes
Q No Depth (inches):
Water
Table Present? ❑Yes
E No
Depth (inches).
Yes ❑ No 23
Secondary Indicators (minimum of two required)
❑ Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (138)
❑ Drainage Patterns (610)
❑ Moss Trim Lines (B16)
❑ Dry- Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imagery (C9)
❑ Stunted or Stressed Plants (D1)
❑ Geomorphic Position (D2)
❑ Shallow Aquitard (D3)
❑ Microtopographic Relief (D4)
❑ FAC- Neutral Test (D5)
Saturation Present> []Yes ❑ No Depth (inches): Wetland Hydrology Present?
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available
Remarks:
❑es ENO
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

VEGETATION (Five Strata) - Use scientific names of plants.
Sampling Point. JA18 up, area B
Absolute Dominant Indicator
Dominance Test Worksheet:
Tree Stratum (Plot size- 30 ft )
% Cover Species? Status
Number of Dominant Species
1. Pmus virginiono
20 y - --
That Are OBL, FACW, or FAC: 0
(A)
2
Total Number of Dominant
3,
Species Across All Strata: 3
(B)
4.
Percent of Dominant Species
5
That Are OBL, FACW, or FAC: 0%
(A /B)
6
20 = Total Cover
Prevalence Index worksheet:
50% of total cover. 10
20% of total cover. 4
OBL species 0 x 1= 0
Sapling Stratum (Plot size: 30 ft j
FACW species 0 x 2 = 0
1 Pinus virginiana
100 y - --
FAC species 0 x 3= 0
2.
FACU species 10 x4= 40
3.
UPL species 0 X5= 0
4.
Column Totals. 10 (A) 40
(B)
5.
Prevalence Index = B/A = 4.0
6
100 = Total Cove
Hydrophytic Vegetation Indicators:
50% of total cover: 50
20% of total cover: 20
Shrub Stratum (Plot size: 30 ft )
❑ Dominance Test is > 50%
1. none present
- --
❑ Prevalence Index is <_ 3.01
2
❑ Problematic Hydrophytic Vegetation' (Explain)
3.
❑
4
' Indicators of hydric soil and wetland hydrology must
5.
❑e present, unless disturbed or problematic
6.
= Total COVE
Definitions of Vegetation Strata:
50% of total cover.
20% of total cover:
Herb Stratum (Plot size. 10 ft )
Tree - Woody plants, excluding woody vines, approximately
1. none present
20 ft (6 m) or more in height and 3 in. (7.6 cm) or larger in
2,
diameter at breast height (DBH).
3.
Sapling - Woody plants, excluding woody vines,
4.
approximately 20 ft (6 m) or more in height and less than 3
5,
in. (7.6 cm) DBH.
6
Shrub - Woody plants, excluding woody vines,
7
approximately 3 to 20 ft (1 to 6 m) in height.
8.
Herb - All herbaceous (non - woody) plants, including
9.
herbaceous vines, regardless of size. Includes woody
10
plants, except woody vines, less than approximately 3 ft (1
11.
m) in height.
= Total COVE
Woody vine - All woody vines, regardless of height
50% of total cover
200/6 of total cover
Woody Vine Stratum (Plot size: 30 ft )
1. Rubusorgutus
10 y FACU
2.
3
Hydrophytic
4.
Vegetation Yes ❑ No ❑�
5.
Present?
10 =Total Cover
50% of total cover 5
201% of total cover: 2
Remarks- (If observed, list morphological adaptations below)
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators).
Depth Matrix Redox Features
(inches) Color (moist) °% Color (moist) % Type' Loc2 Texture
0 -2 2.5Y4/2 100 SL
2 -6 10YR 4/3 100 SiCL
'Type C = Concentration, D = depletion, RM = Reduced Matrix, MS = Masked Sand Grains
Hydric Soil Indicators:
❑
Histosol(Al)
❑
Histic Epipedon (A2)
❑
Black Histic (A3)
❑
Hydrogen Sulfide (A4)
❑
Stratified Layers (A5)
❑
2 cm Muck (A10) (LRR N)
❑
Depleted Below Dark Surface (A11)
❑
Thick Dark Surface (Al2)
❑
Sandy Mucky Material (S1)
(LRR N, MLRA 147, 148)
❑
Sandy Gleyed Matrix (S4)
❑
Sandy Redox (S4)
Stripped Matrix (S5)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
El
El
El
El
El
El
Dark Surface (S7)
Polyvalue Below Surface (S8) (MLRA 147, 148)
Thin Dark Surface (S9) (MLRA 147, 148)
Loamy Gleyed Matrix (F2)
Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (177)
Redox Depressions (F8)
Iron - Manganese Masses (F12) (LRR N, MLRA 136)
Umbric Surface (F13) (MLRA 136, 122)
Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147)
unable to penetrate past 6 inches due to stone
Sampling Point JAI up, area B
Remarks
`Location: PL = Pore Lining, M = Matrix
Indicators for Problematic Hydric Soils':
❑
2 cm Muck (A10) (MLRA 147)
❑
Coatal Prairie Redox (A16)
(MLRA 147, 148)
❑
Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
❑
Very Shallow Dark Surface (TF12)
❑
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes ❑ No Q
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

Perennial stream within northern portion of project site (Streams 2 and 3 on Plan View)
Sxv i , e, f .3
USACE AID# - DWQ ar Site # _ (indicate on attached map)
STREAM QUALITY ASSESSMENT WQRKSR01ET A a& Q&.
- *
Provide the fnllawino information for the stream reach under assessment: D-1 �^
1. Applicant's name:,�u K IF EN t r94 2. Evaluator's name: W *
3. Date of evaluation. Nov 4-w er 2-011 4. Time of evaluation: 1 3oS
5. Name of stream: ONT- " fo -DAN t ,. y -er 6. River basin: Rol:�-n9t
7. Approximate drainage area. a(X AC 8. Stream order: 7 =�
9. Length of reach evaluated: fi o 10. County. N
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any): _ ..
Latitude (ca. 34.872312} ?4, y 54 I Longitude (m- 77.556611): r
:7// i
Method location determined (circle): PS Topo Sheet Ortho (Acrian Photo/GIS Other GIS Other
13. Location of reach under evalua on (note nearby roads and landmarks and attach map identifying strearn(s) location):
rr_lsP eJV 7aw. 1 -Var 5h... tC" . X00 Fled- 006 "rte aJD Kati Q:u -e.
14. Proposed channel work (if any):
15. Recent weather conditions: t
16. Site conditions at time of visit: Su w rt.i G V
U
17. Identify any special waterway classifications known:
Trout Waters _Outstanding Resource Waters
18. Is there a pond or lake located upstream of the evaluad
19. Does channel appear on USGS quad map YES NO
21. Estimated watershed land use: -5 V. Residential
0% Forested
22. Bankfull widtb: l$ Few r
_Section 10 Tidal Waters Essential Fisheries Habitat
_Nutrient Sens& ve Waters ^ Water Supply Watershed _(I-IV)
m point? YE(-N-011 yes, estimate the water surface area:
20. Does channel appear on USDA Soil Survey YES NO
t5 %Commercial %Industrial %Agricultural
i% Cleared/ Logged % Other (
23. Bank height (from bed to top of bank): 10 Pod
24. Channel slope down center of stream: _Flat (0 to 2 %) Gentle (2 to 4 %) Moderate (4 to 10 %) ­_Steep ( >l0 %)
25. Channel sinuosity:
-occasional bends _Frequent meander Very sinuous Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet Scores should reflect an overall assessment of the stream reach under evaluation. if a
characteristic cannot be evaluated due to site or weather conditions, enter 4 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more c6ntiauity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): l� Comments:
Evaluator's Signature / /�/ Date
This channel evaluation fo to be used only as n guide to assist landowners and environmental professionals in
gathering the data requir a United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting frorn the completion of this form is �sabject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06103. To Comment, plcasc call 919- 876 -84-41 x 26.
...1

Perennial stream within northern portion of project site
NC DWQ Stream Identification Form Version 4.11
Date: .3 NoVewc b e r Z911 Projectfslte:'� 7; JBc
Evaluator: ::r GAq County: "� or, Y_ ;I �a
ITotal Points: Stream Determination (circle one)
S&wm is at leasttntermAYant 31. Ephemeral Intermitten renn
If �79'or perew!8f Jf Z30'
A. Geornorpholoav (Subtotal= [ ' 4 .-5 1 Absent
1a. Continuity of channel bed and bank
0
2. Sinuosity of channel along thaiweg
0
3. In- channel structure: ex. riffle -pool, step -pool,
0
rnnIpt -nnni senuencP
0
4. Particle size of stream substrate
0
5. Active /relict tloodplain
0
B. Depositional bars or benches
0
17. Recent alluvial deposits
0
1 8. Headcuts
(0)
19. Grade control
1 0
110. Natural valiey
( 0 I
111. Second or greater order channel
1 No 0
a artthrxal ditches are not rated; see discussions In manual
3
B. Hydrology (Subtotal
112. Presence of Baseflow
( 0
113. Iron oxidizing bacteria
j 0
114. Leaf litter
I 1.5
115. Sediment on plants or debris
I 0
116. Organlc debris lines or plies 0
17. Sdil -based evidence of high water table`? No _0
C. Biology (Subtotal = V,5 1
Moderate strong
118. Fibrous roots In streambed
I
?3
119. Rooted upland plants in streambed
1
120. Werobenthos (note diversity and abundance)
0
121. Aquatic Mollusks
0
X22. Fish
0
�23. Crayfish
&-
24. Amphibians
1 Ca'
125. A!pae
a/OJ
26. Wetland plants in streambed
3
•perennial streams may also be Identified using other methods. See p. 35 of manual.
Motes:
I
Sketch:
(Streams 2 and 3 on Plan View)
Latitude: 3L, O t /
Longitude: -'7 7311 Z
Other t,6w�►�e l
e.g. Quad
Nam: SPA4
weak
Moderate strong
1
'2
1
1
�1?
3
1
�2J
3
1
rov
3
()
2
3
1
a
3
1.b 1
2
I
1.,
2
3
1.5 1
1.5 I
1 Yes��
3
2
3
1
/0--!q
0 I
6P
1
1.5
0.5
%1, _
1.5
12
1
( 0 i
2
1
I 0
�1?
z
3 I
2
3
rov
1
1.5 I
0.5
1
1.5 I
0.5
1
1.b 1
0.5
1
1.5 1
FACW = 0.75; C BL = 1.5 Other = 0

Perennial stream within southern. portion of project site
NC.' DNNIQ SLmam Identification Form Version 4.11 Sil!16AAA
Date: 4 '7drr -G ZQry ProjacHStte: -D(j N Q..'J k ft
Evaluator:-
, c % county:
Total Points: Stream Detemdnadw
S'Umn is et least Intermittent Ephemeral Intaimi#ten erennial
ri 09 oy' perenrdaf df ?.30' '
A. Geomomholociv (Subtotal Absent l
1e, t ontlnulty of cliannel bed and bank 0
2. Slnuoslty of channel along thalweg 0
3. In- channel structure: ex. riffle -pool, step -pool, 0
rinnle -4inni seauancp
Weak
1
1
C,
C
9
Or
0.5
4. Particle size of stream substrate
0
5. Activalrelict floodplain
0
6. Depositional bars or benches
0
7. Recent alluvial deposlts
0
8. Headculs
0
9. Grade contmi
0
10. Nalural valley
0
1 i i. Second or greater order channel
No = 0
a arf tfclat ddttcches are not rated; see discussions in manual
B. Hydrology (Subtotal = 7, e )
(Stream 1 on Plan View)
Latitude: X `185 C7
Longitude: - Ii, 79-R
Other By �$ r
®.g Quad
Ahvia: 0u1ysOT
Moderate- strong
Ui
3�r2-)
3
2
3
0
1
23
3
2
3
2
3
C2..,
3
1)
1.5
�t
1.5 l
116. organic debris lines or once
17. Soli - based evidence of gh water tabla'?
Yes = 3
Presence of Saseflow
0
�12.
13. Iron oxidizing bacteria
0
1
3
U. Loaf litter
1.5
5
0
15. Sediment on plants or debris
0 j5
1
1.5
116. organic debris lines or once
17. Soli - based evidence of gh water tabla'?
0 _
No _0
jr0.d)
1
es = 3�
1.5
C. Biology.(Subtowl
18. Fibrous roots in streambed
,13. Rooted upland plants in strearnbed
2
1
0
Macrobenthos (note diversity and abundance)
0_
�
2
3
�20.
21. Aquatir, Mollusks
0
1
2
3
122. Fish
101,
0.5
1
1.5
1.5
123. Crayfish`
0.5
1
424. Amphibians
�
0.5
1
1.5
25. Algae
tUE
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75;
Ci3L =1.5 Other = 0
"rarenniai streams may also be Identified using oilier
methods. Seep. 35 of manual.
l litotes: --
1
Sketch: ,
'

Perennial stream within southern portion of project site (Stream 1 on Plan View)
,f
USACE ALIV 13WQ #. site # (indicate on attached map)
M STREAM QUALITY ASSESSATIM WORKSHEET
Provide the hilowing i ormation for the stream reach render assessment:
1. Applicant's name: 2. F�valnator's natiu�: �7a� 1armu n
3. Dato of evatutltion:_�.. p rTr.mbe ^_.ly 4. Time of aveluatbn:
5. Name of Stream: Y ,+)r TO '94d 'l? ;1 e [t R o G yk n e 't
7. Approximate drainage area: GCres S. Stream or4pr,
9. Leugth of reach evaluated: l U U 4, 1t1. (aunty: I�ot K ; nq�ar►�
11. Site coordinates (if known): profferin decimal degrm. 12. Subdlvislonname (if any):
I, UIudo(ex39RM12): (o �j � I �+�' TcmtGtmde(enc— i1.S56d11 }: Ir �r,� (1 r
Method location determined (o{role): .i'S Tope Sheet Ortho (Aerial) PhaWGS Other (US Other
13. Luau fun of reach under evaluation (txxta nearby roads and landuuarb and attaoh map identifying streams)
i0b we,� -�- "'4,CC4 . l�r n 3de. 9k&.,4 I rtpu.r �.bande��iP �4d +MdZ
14. Proposed channel work Of any): "
15.Recentwcathorconditions: i,%rinA
16. Site conditions attime ofvfsit:_+4c b 1:,AN Ir
if
17.Idontify any spootal waterway claSSiacufluris known: ____Sectioll 10 Tfdal Waters Essential Fisheries habitat
,;frout Waters _Outstanding Resource Waters ____Nbtrient Sensltive Waters VVatcx Supply Watershed (MV)
18.19 there a pond or lake located upstrwm of the evaluation pahtt7 YES NO If yes, estimate the water sir dace area:-
19. Does channel appear on USGS quae. map`l YR3 O 211. lines channel appear nn USDA Soil Survey? YES NO
2L Estiuiwted,vatersheG laid use: D °/a Residential d %Conunercial ? °L%Industrial, —[)�/-Agricultural
,X% Furc awd
22.BankfWlwidth: 3 Peel
0/ Clcarod I Lugged -62% Other ( J
ro Of
23. Bank height (from bed to top of bank): l
24. G`hanncl Mope down center of stream; __fiat (0 w 2OA) ]�Cknde (2 w 4%) ____j&derate (4 to 10 /) Steep ( >10 °l0)
25. Channal sinuosity: 4txaigltt�`? Oceasinnsi bends Srequent meander Very Hinnnut Braided channel
Insiractions for completion of worksheet (located on page 2): Begin by determ]ning the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, ate. Every characteristic must be xcored using the same wnreginn. Assiga points
to each characteristic within the range shown for the ccuregion. Page 3 pravidca a brief description of how to review the
characteristics identified In the worksheet Scores should reflect an overall assessment of the stream reach under evaluation. 7f a
characteristic earinat be evaluated due to site or weathor conditions, enter 0 in tho scoring box and provide an explanation in the
oommont section. 'Whsle ilim are obvious ohanges La the oharauwr of a stream under review (e.g., the stream flows from a padre
info a forest), the stream may be divided into smaller reaches that display more c6ntinaity, and a scparate form usud tu.uvalaate each
reach. The total scoru assigned to a stream reach must range: bctwcen 0 and 140, with a score o. 100 representing a stream of the
highest quality. S
411 SL re (from reverse:
TvAivatar's Signatur y Dais•
This channel evaluato�-. 1y intcnde'451na -Zd only as a Snide to assist landowners and cnvfroumentol professionals in
gathering the data require y th e United States !lrmy Corps of Engines to make a preliminary assessment of stream
quality. The total score resulting from the completion of thus for,n is subject to'USACE approval and does not imply a
particular mitigation ratio or requirement. Porm subject to cliengo - version 06W. To Comment, please call 919 -876 -8441 x 26.

PT# I Northing I Easting I Bevationl Description
9000 998164.55
9001 998179.38
9002 998149.55
9003 998137.49
9004 998142.94
9005 998153.56
9006 998131.86
9007 998129.13
9008 998135.68
9009 998148.06
9010 998128.25
9011 998136.35
9012 998149.34
9013 998140.83
9014 998138.84
9015 998147.4
9016 998149.23
9017 998155.83
9018 998152.82
9019 998160.27
9020 998171.4
9021 998166.45
9022 998160.32
9023 998199.55
9024 998228.49
9025 998254.36
9026 998281.87
9027 998135.83
9028 998142.25
9029 998166.84
9030 998209.47
9031 998216.81
9032 998229.95
9033 998209.81
9034 998200.67
9035 998196.23
90361 998211.64
9032
1788692.27 521.96 ' WF //WJA8
1788679.3 523.03 WFI1WJA7
1788699.3 - 519.97 WF //WJA9
1788696.27 518.24 WF / /SJA3
1788687.54 519.11 WF / /SJA2
178868172 519.82 WF / /SJA1
1788697.0-671-
788697 06 1_ 519.4 WF //WJA18
1788712.221 519.35 WF //WJA17
1788720.921 517.45 WF / /SJA4
1788715.77 518.88. WF //WJA10
1788728.44 f 518.37', WF //WJA16
1788732.02 517.69 WF / /SJA5
1788732.84 518.91 WF //WJA11
1788740.98 514.99 WF / /SJA6
1788745.91 516.37 WF //WJA 15
1788751.1 515.34 WF / /SJA7
1788755.76 514.63 WF //WJA14
1788759 7 514.25 WF / /SJA8
1788763 01 514.2 WF / /SJA9 =SJ
1788763.691 514.9 WF / /SJB2
1788771.22 1 515.6 . WF / /SJB3
1788757.39 f 519.48 i WF //WJA13
1788744.65
521.88 ' WF //WJA12
1788767.481 518.04 WF / /SJB4
1788763 518.71 WF / /SJB6
1788762.26 519.82 WF / /SJB7
1788759.37 524.15 WF / /SJB8
1788671.13 521.5 WF //WJA 19
1788641.881 523.5 WF //WJA20
1788591.36 524.64 WFI/WJA22
1788570.57 526.14 WF //WJA3
1788553.081 527.58 WF //WJA2
1788532.68 531.58 WF /IWJA1=
1788598.92 525.91 WF //WJA4
1788628.74 524.56 WF //WJA5
1788658.1 524.23 ' WF //WJA6
1788523.52 531 ' WF //WJA23
9031
v (23 9030
9036 L74
r 9033
49"
9029
X91
Notes:
1) All coordinates shown are horizontal and based upon NC
State Plane NAD 83.
2) Conventional survey methods were used in the collection of
the data.
NA 07,, ,.r3 I I� <�
SEAL -
L -3135 = a O
' tq y °, • � a2 L
�, 9 • ' N� S U R • ��� >7�y� C
EF
I lit
In
ID Length (ft) This certifies that this copy of this plat accurately depicts the
L72 24 boundary of the jurisdiction of Section 404 of the Clean Water Act
L73 19 as determined by the undersigned on this date. Unless there is
L74 2E a change in the law or our published regulations, the determination of
L75 31 Section 404 jurisdiction may be relied upon for a period not to exceed
L76 30 five (5) years from this date.The undersigned completed this
L77 27 \ determination utilizing the appropriate Regional Supplement to the
\L78 20 1987 U.S. Army Corps of Engineers Wetland Delineation Manual.
L79 17
C L80 17 Regulatory Official:
L81 17
L82 16 Title:
L83 14
L84 17 Date:
L85 14
L86 20 �� USACE Action ID No.:
L87 16
L88- 15
L89 26 e
L90 30
_...-
L91 56
L92 81
L93
20
L94 12 /
L95 10
L96 25
L97 11
L98 10 `
L99 12
L100 ! 12
L101 4 \
L102 7 /
L103 13 i 9026
L104 28
L105 29 t
L106 26 !o
L107 28 1
9034
L 76 9035
Intermittent Stream SJB
+/- 132'(L102-L107)
9001 !o
Wetland WJA x'99 9021
+/- 0.187 Acres 9000 9022 �8 o�
IrX 9012 .. 901
9002 9009 ��L -� 9017
9005
-�C L80 L81 901.
9008 9016
9004 9003 9015
L90 °� >� 9014
9028 L89 �"g
- I '- 6 9013
9027 L88 - 7- 9011
9006
9007
9010
Intermittent Stream SJA
(L94-L101)
0
i
l°
Date: 71134615 =� (Z:� 1 8 inch Inlet Area Clean -Up
�os1 �1O1e.NC20`Z "y
704.337.8329 Dan River Project
w IdsiuKxom GHAM COUNTY, NORTH CAROLINA
9020
Dale: 7/ 1 3120 1 5 "
I inch = 30 feet
30 60

PT#
12501
12502
12503
12504
12505
12506
12507
12508
12509
12510
12511
12512
12513
12514
12515
12516
12517
12518
12519
12520
12521
12522
12523
12524
12525
12526
12527
Northing Easting Sevationj Description
997876.78 1788993.67
997858.01 1788973.49
997869.32 1788953.34
997877.37 1788932.68
997891.03 1788922.96
997924.62 1788928.69
997947.18 1788924.54
997963.31 1788918.1
997990.33 1788943.87
998012.43 1788929.28
998027.11 1788905.46
998049.14 1788875.4
998058.91 1788861.38
998064.32 1788854.4
998078.89 1788857.49
998079.08 1788863.46
998073.29 1788870.9
998058.97 1788882.41
998040.81 1788901.26
998025.21 1788931.77
998011.04 1788945.94
997998.52 1788979.8
997992.86 1788997.43
997992.5 1789014.72
997990.78 1789028.11
997972.22 1789013.86
997938.39 178902128
ID I Length (ft)
L1 18
L2 46
L3 22
L4 31
L5 18
L6 20
L7 35
L8 34
L9 22
L10 16
L11 15
L12 34
L13 25
L14 38
L15 39
L16 11
L17 8
L18 5
L19 12
L20 14
L21 11
L22 11
L23 12
L24 29
L25 3
L26 44
L27 26
L28 21
L29 12
L30 31
L31 28
L32 23
L33 22
L34 17
L35 34
L36 23
L37 17
L38 37
L39 26
L40 28
L41 37
515.07
516.89
517.2
517.98
518.21
516.4
516.17
516.13
513.69
513.33
514.65
514.88
514.3
514.35
514.26
514.78
514.77
514.15
513.26
513.07
512.69
514.01
513.45
514.69
516.41
512.98
510.63
WF //48R1
WF //48R2
WF / /4883
WF //48R4
WF //48R5
WF / /48R6
WF / /48R7
WF / /48R8
WF //48R9
WF //48R10
WF / /48R11
WF / /48R12
WF/ /48R13
WF//48R14
WF //48R15
WF //48R16
WF//48R17
WF //48R18
WF //48R19
WF //48R20
WF //48R21
WF//48R22
WF //48R23
WF//48R24
WF //48R25
WF //48R26
WF //48R27
Notes:
1) All coordinates shown are horizontal and based upon NC
State Plane NAD 83.
2) Conventional survey methods were used in the collection of
the data. 01
`
JC A
pN�( O
O
9 m >�
`
A, SUR��y'O. ' Q (0
3
LDSI
Date: 7/15/2015
SOB west 51h Sweet
Chat lotte, NC 28102
704.337.8329
,Yy, -H,. n , , ("n
This certifies that this copy of this plat accurately depicts the
boundary of the 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 or our published regulations, the determination of
Section 404 jurisdiction may be relied upon for a period not to exceed
five (5) years from this date.The undersigned completed this
determination utilizing the appropriate Regional Supplement to the
1987 U.S. Army Corps of Engineers Wetland Delineation Manual.
Regulatory Official:
-_j
'\V 48 inch Pipe
Duce Dan River Project
ROCKINGHAM COUNTY, NORTH CAROLINA
Dale: 7!1 Dl-2U15 " -7'
I inch = 30 feet
0 Is 30 60
_... Feea