NC0000396_09_NCDOT Permit May 2015_20150823

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT MCCRORY
GOVERNOR
May 18, 2015
COUNTY: Buncombe
SUBJECT: Encroachment Contract— Duke Energy Progress, Inc.
Mr. Harry K. Sideris
Senior Vice President, Environmental, Health and Safety
Duke Energy Progress, Inc.
Mail Code NC 14
Raleigh, North Carolina 27601
Dear Mr. Sideris:
ANTHONY J. TATA
SECRETARY
Attached for your files is a copy of Right of Way Encroachment Contract properly executed. This
contract covers the following:
Installation of two Monitoring Well Clusters (3 wells in each cluster) along the Right of
Way Line of east bound 1-26 near mile marker 38.9 in Buncombe County.
APPROVED SUBJECT TO: Attached Special Provisions
Sincerely,
J. Robert Memory
State Utility Age t
BY:
David West
Encroachment Agent
JRMIDW
Attachment
cc: J. J. Swain, Jr., PE, Division Engineer (copy of contract)
J. Willis, District Engineer (copy of contract)
MAILING ADDRESS
NC DEPARTMENT OF TRANSPORTATION
UTILITIES UNIT
1555 MAIL SERVICE CENTER
RALEIGH NC 27699-1555
TELEPHONE: [phone]
Fax: [phone]
WEBSITE: WWW.DOH.DOT.STATE.NC.US
LOCATION:
CENTURY CENTER
1020 BIRCH RIDGE DRIVE
RALEIGH NC 27610

SPECIAL PROVISIONS
Duke Energy Progress
(15126)
WORK ZONE TRAFFIC CONTROL OUALIFICATIONS AND TRAINING PROGRAM
All personnel performing any activity inside the highway right of way are required to be familiar
with the NCDOT Maintenance 1 Utility Traffic Control Guidelines (MUTCG).
No specific training course or test is required for qualification in the Maintenance /Utility Traffic
Control Guidelines (MUTCG).
All flagging, spotting, or operating Automated Flagger Assist Devices (AFAD) inside the highway
right of way requires qualified and trained Work Zone Baggers.
Training for this certification is provided by NCDOT approved training resources and by private
entities that have been pre -approved to train themselves.
All personnel in charge of overseeing work zone Temporary Traffic Control operations and
installations inside the highway right of way are required to be qualified and trained Work Zone
Supervisors.
Training for this certification is provided by NCDOT approved training resources.
For questions and/or additional information regarding this training program please refer to
our web site at https://connect.ncdot.gov/proiects/WZTC/Pages/Training.asps or call J.S.
(Steve) Kite, PE at [phone] or skiteta.ncdot.gov or Roger Garrett at [phone] or
rmgarrett(ir�ncdot.gov , both with the NCDOT Work Zone Traffic Control Section.
1. The encroaching party shall notify the District Engineer's office at telephone [phone] prior to
beginning construction and after construction is complete.
2. An executed copy of this encroachment agreement shall be present at the construction site at all
times during construction. If safety or traffic conditions warrant such an action, NCDOT reserves the
right to further limit, restrict or suspend operations within the right of way.
3. NCDOT does not guarantee the right of way on this road, nor will it be responsible for any claim for
damages brought about by any property owner by reason of this installation.
4. The encroaching party is required to contact the appropriate Utility Companies involved and make
satisfactory arrangements to adjust the utilities in conflict with the proposed work prior to beginning
construction.
5. Excavation within 1000 feet of a signalized intersection will require notification by the encroaching
party to the Division Traffic Engineer at telephone number [phone]. All traffic signal or
detection cables must be located prior to excavation. Cost to replace or repair NCDOT signs, signals,
or associated equipment shall be the responsibility of the encroaching party.
6. The encroaching party shall comply with all applicable Federal, State and local environmental
regulations and shall obtain all necessary Federal, State and local environmental permits, including
but not limited to, those related to sediment control, stormwater, wetland, streams, endangered
species and historical sites.

Special Provisions (Cont)
Duke Energy
Page 2 (15126)
7. The contractor shall not begin the construction until after the traffic control and erosion control
devices have been installed to the satisfaction of the District Engineer.
8. Trenching, bore pits and/or other excavations shall not be left open or unsafe overnight.
9. The Contractor shall comply with all OSHA requirements and provide a competent person on site to
supervise excavation at all times.
10. All fill areas/backfill shall be compacted to 95% density in accordance with AASHTO T99 as
modified by the NCDOT. All material to a depth of 8 inches below the finished surface of the
subgrade shall be compacted to a density equal to at least 100% of that obtained by compacting a
sample of the material in accordance with AASHTO T99 as modified by the Department. The
subgrade shall be compacted at a moisture content which is approximately that required to produce
the maximum density indicated by the above test method. The contractor shall dry or add moisture
to the subgrade when required to provide a uniformly compacted and acceptable subgrade.
11. Vegetative cover shall be established on all disturbed areas in accordance with the recommendations
of the Division Roadside Environmental Engineer.
12. Proper temporary and permanent measures shall be used to control erosion and sedimentation in
accordance with all local, State and Federal regulations.
13. All materials and workmanship shall conform to the NCDOT Standards and Specifications or
Roads and Structures.
14. Strict compliance with the Policies and Procedures for Accommodating Utilities on HighwayRights
of Way manual shall be required.
15. REVISIONS are marked in RED on the encroachment agreement.
16. The resetting of the Control of Access fence shall be in accordance with the applicable NCDOT
standard and as directed by the District Engineer.
17. Excavation material shall not be placed on pavement. Drainage structures shall not be blocked with
excavation materials. Any drainage structure disturbed or damaged shall be restored to its original
condition as directed by the District Engineer.
18. Any disturbed guardrail shall be reset according to the applicable standard or as directed by the
District Engineer.
19. All driveways altered during construction shall be returned to a state comparable with the condition
of the driveways prior to construction.
20. Right of Way monuments disturbed during construction shall be referenced by a registered Land
Surveyor and reset after construction.
21. All roadway signs that are removed due to construction shall be reinstalled as soon as possible.

Special Provisions (Cont.)
Duke Energy
Page 3 (15126)
22. The party of the second part agrees to provide traffic control devices, lane closures, road closures,
positive protection and/or any other warning or positive protection devices necessary for the safety
of road users during construction and subsequent maintenance. This shall be performed in
conformance with the latest NCDOT Roadway Standard Drawings and Standard S,peciflcations for
Roads and Structures and amendments or supplements thereto. When there is no guidance provided
in the NCDOT Roadway Standard Drawings and Standard Specifications for Roads and Structures,
comply with the Manual on Uniform Traffic Control Devices for Streets and Highways and
amendments or supplements thereto. Information as to the above rules and regulations may be
obtained from the NCDOT Division Engineer.
23. A traffic control plan for accessing the proposed well site(s) from I-26 shall be submitted to the
District Engineer's Office for review and approval prior to beginning any work within the
NCDOT right of way. The traffic control plans shall include a proposed schedule including the
dates and hours of the day in which the traffic of I-26 may be impacted. The traffic control
plans shall address access for installation, monitoring, and removal of the wells upon
completion of their intended purpose. Final approval of the manner in which the wells are
accessed and the traffic control required will require the approval of the NCDOT District
Engineer. NCDOT reserves the right to further limit, restrict or suspend any operations in the
right of way if weather or traffic conditions create a hazardous condition to the public.
24. No parking or material storage shall be allowed along the shoulders of I-26.
25. During non -working hours, equipment shall be parked as close to the right of way line as possible
and be properly barricaded in order not to have any equipment obstruction within the Clear
Recovery Area.
26. The wells shall be installed as close to the right of way line as possible.
27. All cost of adjustments, removal or reinstallation of the wells due to resurfacing, widening, or
any other highway maintenance or construction shall be the responsibility of the encroaching
party.
28. Wells covers and caps shall be flushed mounted with the ground surface in areas within the
clear recovery area and routine mowing boundaries with the cover designed for HS 20 loading.
The well(s) shall not be placed in the ditch line, side slopes of ditches or in pavement areas.
29. Spoils from the well installation shall be disposed of outside of NCDOT right of way at an
approved site. Any contaminated soils encountered as spoils from the well installation shall be
immediately removed from the NCDOT right of way and properly disposed of in accordance
with the appropriate governing regulations.
30. A copy of all test results from any well within NCDOT right of way shall be submitted to the
NCDOT District Engineer's Office.
31. After the well(s) has served the intended purpose, the well shall be filled in a manner approved
by NCDENR and NCDOT. Any flush mounted or above ground obstructions shall be
removed from the right of way and the site returned to a condition satisfactory to the District
Engineer.

Special Provisions (Cont.)
Duke Energy
Page 4 (15126)
32. Only the well(s) shown on the attached plan is approved by this encroachment agreement.
Additional wells at this site will require a revision to the agreement or a separate
encroachment agreement.
33. Any conversion of a monitoring well to an extraction or remediation system will require a separate
encroachment agreement requiring review by the NCDOT Utilities Unit.
34. Any utility marker required shall be as close to the right of way line as possible. If it is not feasible
to install markers at or near the right of way line, written approval specific to the site shall be
obtained from the District Engineer prior to installation.

PROJECT Duke Energy Asheville STATE OF NORTH CAROLINA
ROUTE 1-26 Monitoring Wells in RAM COUNTY Buncombe
DEPARTMENT OF TRANSPORTATION RIGHT OF WAY
-AND- ENCROACHMENT AGREEMENT
Duke Energy Progress Inc. INTERSTATE AND OTHER CONTROLLED
410 S. Wilmington Street/NC 14 ACCESS HIGHWAYS
Raleigh, North Carolina 27601
THIS AGREEMENT, made and entered into this the day of , 20 , by and between the Department
of Transportation, party of the first part; and Duke Energy Progress, Inc.
party of the second part,
WITNESSETH
THAT WHEREAS, the party of the second part desires to encroach on the right of way of the public road designated as Q` "K(W
Route(s) Interstate 26 , located On eastbound side of 1-26 na4w gpl near
mile marker 38.9 as close to right-of-way as possible.
with the construction and/or erection of. Six groundwater monitoring wells
Request permission to access monitoring wells from eastbound travel lanes. Cannot access well sites from
adfacent property. Monitoring wells will be used to cotiecl groundwater samples about three times per year
WHEREAS, it is to the material advantage of the party of the second part to effect this encroachment, and the party of
the first part in the exercise of authority conferred upon it by statute, is willing to permit the encroachment within the limits of the
right of way as indicated, subject to the conditions of this agreement,
NOW, THEREFORE, IT IS AGREED that the party of the first part hereby grants to the party of the second part the right
and privilege to make this encroachment as shown on attached plan sheet(s), specifications and special provisions which are
made a part hereof upon the following conditions, to wit
That the installation, operation, and maintenance of the above described facility will be accomplished in accordance with
the party of the first part's latest POLICIES AND PROCEDURES FOR ACCOMMODATING UTILITIES ON HIGHWAY
RIGHTS-OF-WAY, and such revisions and amendments thereto as may be in effect at the date of this agreement information
as to these policies and procedures may be obtained from the Division Engineer or State Utility Agent of the party of the first
part.
That the said party of the second part hereby agrees that access for servicing its facilities will be limited to access via (a)
frontage roads where provided, (b) nearby or adjacent public roads and street, or (c) trails along or near the highway right of
way lines, connecting only to an intersecting road, from any one or all of which entry may be made to the outer portion of the
highway right of way. The party of the second part's rights of access to the through -traffic roadways and ramps shall be subject
to the same rules and regulations as apply to the general public, except If an emergency situation occurs, and the usual means
of access for service operation as herein provided will not permit the immediate action required by the party of the second part
in making emergency repairs as required for the safety and welfare of the public, the parry of the second part shall have a
temporary right of access to and from the through -traffic roadways and ramps as necessary to accomplish the required
emergency repairs, provided that the party of the second part complies with the regulations established by the party of the first
part for policing and control to protect the highway users.
That the said party of the second part binds and obligates himself to install and maintain the encroaching facility in such
safe and proper condition that it will not interfere with or endanger travel upon said highway, nor obstruct nor interfere with the
proper maintenance thereof, to reimburse the party of the first part for the cost incurred for any repairs or maintenance to its
roadways and structures necessary due to the installation and existence of the facilities of the party of the second part, and if at
any time the party of the first part shall require the removal of or changes in the location of the said facilities, that the said party
of the second part binds himself, his successors and assigns, to promptly remove or alter the said facilities, in order to conform
to the said requirement, without any cost to the party of the first part.
That the party of the second part agrees to provide during construction and any subsequent maintenance proper signs,
signal lights, flagmen and other warning devices for the protection of traffic in conformance with the latest Manual on Uniform
Traffic Control Devices for Streets and Highways and Amendments or Supplements thereto. Information as to the above rules
and regulations may be obtained from the Division Engineer of the party of the first part.
That the party of the second part hereby agrees to indemnify and save harmless the party of the first part from all
damages and claims for damage that may arise by reason of the installation and maintenance of this encroachment.
That the party of the second part agrees to restore all areas disturbed during installation and maintenance to the
satisfaction of the Division Engineer of the party of the first part, The party of the second part agrees to exercise every
reasonable precaution during construction and maintenance to prevent eroding of soil, silting or pollution of rivers, streams,
lakes, reservoirs, other water impoundments, ground surfaces or other property; or pollution of the air. There shall be
compliance with applicable rules and regulations of the North Carolina Division of Environmental Management, North Carolina
Sedimentation Control Commission, and with ordinances and regulations of various counties, municipalities and other official
agencies relating to pollution prevention and control. When any installation or maintenance operation disturbs the ground
surface and existing ground cover, the party of the second part agrees to remove and replace the sod or otherwise reestablish
the grass cover to meet the satisfaction of the Division Engineer of the party of the first part.
That the party of the second part agrees to assume the actual cost of any inspection of the work considered to be
necessary by the Division Engineer of the parry of the first part
FORM RNV 16.2
Rev, July 1, 1977 Page 1 of 3

That the party of the second part agrees to have available at the construction site, at all times during construction, a copy of this
agreement showing evidence of approval by the party of the first part The party of the first part reserves the right to stop all
work unless evidence of approval can be shown.
Provided the work contained in this agreement is being performed on a completed highway open to traffic; the party of
the second part agrees to give written notice to the Division Engineer of the party of the first part when all work contained herein
has been completed. Unless specifically requested by the party of the first part, written notice of completion of work on highway
projects under construction will not be required.
That in the case of noncompliance with the terms of this agreement by the parry of the second part, the party of the first
part reserves the right to stop all work until the facility has been brought into compliance or removed from the right of way at no
cost to the parry of the first part.
That it is agreed by both parties that this agreement shall become void if actual construction of the work contemplated
herein is not begun within one (1) year from the date of authorization by the party of the first part unless written waiver is
secured by the party of the second part from the party of the first part
During the performance of this contract, the second party, for itself, its assignees and successors in interest (hereinafter
referred to as the "contractor"), agrees as follows:
a. Cgmpiiance with Reg lation The contractor shall comply with the Regulations relative to nondiscrimination in
Federally -assisted programs of the U. S. Department of Transportation, Title 49, Code of Federal Regulations,
Part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are
herein incorporated by reference and made a part of this contract
b. Nondiscrimination: The contractor, with regard to the work performed by it during the contract, shall not
discriminate on the grounds of race, color, or national origin in the selection and retention of subcontractors,
including procurements of materials and teases of equipment. The contractor shall not participate either directly
or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including employment practices
when the contract covers a program set forth in Appendix B of the Regulations.
c. Solicitations for Subcontracts including Procurements of Materials and Equipment: In all solicitations either by
competitive bidding or negotiation made by the contractor for work to be performed under a subcontract,
Including procurements of materials or leases of equipment, each potential subcontractor or supplier shall be
notified by the contractor of the contractor's obligations under this contract and the Regulations relative to
nondiscrimination on the grounds of race, color, or national origin.
d. Information and Reports: The contractor shall provide all Information and reports required by the Regulations, or
directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of
information, and its facilities as may be determined by the Department of Transportation or the Federal Highway
Administration to be pertinent to ascertain compliance with such Regulations or directives. Where any
information required of a contractor is in the exclusive possession of another who falls or refuses to furnish this
information, the contractor shall so certify to the Department of Transportation, or the Federal Highway
Administration as appropriate, and shall set forth what efforts it has made to obtain the information.
e. Sanctions for Noncompliance: In the event of the contractor's noncompliance with the nondiscrimination
provisions of this contract, the Department of Transportation shall impose such contract sanctions as it or the
Federal Highway Administration may determine to be appropriate, including, but not limited to,
(1) withholding of payments to the contractor under the contract until the contractor
complies, and/or
(2) cancellation, termination or suspension of the contract, in whole or in part
f. Incorporation of Provisions: The contractor shall include the provisions of paragraphs "a" through "fin every
subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations, or
directives issued pursuant thereto, The contractor shall take such action with respect to any subcontract or
procurement as the Department of Transportation or the Federal Highway Administration may direct as a means
of enforcing such provisions including sanctions for noncompliance: Provided, however, that in the event a
contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of
such direction, the contractor may requestthe Department of Transportation to enter into such litigation to
protect the interests of the State, and, in addition, the contractor may request the United States to enter into
such litigation to protect the interests of the United States.
R/W (162) : Party of the Second Part certifies that this agreement is true and accurate copy of the form
RAN (162) incorporating all revisions to date.
IN WITNESS WHEREOF, each of the parties to this agreement has caused the same to be executed the day and year
first above written.
DEP F TRANSPORT IOt�{ j
BY: — [`�11!.,k
ATTEST OR WITNESS.
Duk ergy Progress, Inc.- 4
Na cy M. Wight
Assistant Secretary
Page 2 of 3
Duke Energy Progress, Inc.
Harry K. Sideris
Second Party
SVP - Environmental, Health & Safety

INSTRUCTIONS
When the applicant is a corporation or a municipality, this agreement must have the corporate seal and be
attested by the corporation secretary or by the empowered city official, unless a waiver of corporate seal and
attestation by the secretary or by the empowered City official is on file in the Raleigh office of the Manager of
Right of Way. in the space provided in this agreement for execution, the name of the corporation or
municipality shall be typed above the name, and title of all persons signing the agreement should be typed
directly below their signature.
When the applicant is not a corporation, then his signature must be witnessed by one person. The address
should be included in this agreement and the names of all persons signing the agreement should be typed
directly Flow their signature.
GENERAL REQUIREMENTS
1. Wherever possible, freeway crossing should be parallel to and within the prevailing right of way of
intersecting roads.
2. Crossings should be as near as possible normal to the center line of the freeway.
3. Parallel encroachments will not be permitted except outside of control of access lines.
4. The Departments Division Engineer should be given notice by the applicant prior to actual starting of
installations included in this agreement.
For Overhead Wire Lines
1. Minimum vertical clearances of overhead wires above all roadways must conform to clearances set out
in the National Electric Safety Code.
2. Supporting poles or structures must be Gear of control of access lines, and be at least 30 feet clear of
the edge of shoulders of through lanes and 20 feet Gear of the shoulders of interchange ramps.
For Underoround Utilities
1. Open -cut installation for crossings will be permitted only when a highway project is in rough grading
stage prior to paving. Generally, on rough grading projects, open -cut will not be permitted in Oils of over
10 feet in depth and back filled material must be compacted to maximum density meeting Department
requirements.
2. Encasements under an existing freeway must be installed by means of tunneling, jacking, or boring and
any voids outside the encasement must be filled with lean concrete grout and the ends of encasements
be satisfactorily closed.
3. In cut section, encasement must extend continuously from ditch line to ditch line and in fig section,
encasement must extend continuously five feet beyond toe to slopes.
4. Vents for encasement should be extended to the right of way line or as otherwise required by the
Department
5. All pipe encasements as to material and strength shall meet the standards and specifications of the
Department.
6 When trenching is carried down cut slopes, excavation must be backfilled to maximum density and the
disturbed portion of the slope be stabilized and sodded to the satisfaction of the Departments Engineer.
Plans
This Encroachment agreement must be accompanied, in the form of an attachment, by a plan showing the
following:
1. All roadways and ramps
2. Right of way and control of access lines
3. Drainage structures or bridges if affected by encroachment
4. Location of the proposed encroachment
5. Length, size and type of encroachment
6. Dimensions, showing the distance from the encroachment to roadways, shoulders, structures, etc.
T Location by highway survey station number. If station number cannot be obtained, location should be
shown by distance from some identifiable point, such as a bridge, road intersection, etc. (To assist in
preparation of the encroachment plan, Department roadway plans may be seen at the various Highway
Division Offices or at the Raleigh Office.)
All encroachment agreements involving the crossing of the right of way, roadways and/or ramps of a freeway,
must be accompanied, in the form of an attachment, by a profile showing the following Information:
1. The profile should extend from right of way line to right of way line and show all slopes (cut or fill),
ditches, shoulders, pavements, medians, eta
2. A vertical dimension from bottom of road ditches and from surface of pavement to encroaching
structures.
3 Length, size, and type of encasement where required.
4. Notation of portion to be installed by open -cut.
5. For underground encroachments involving encasements that must be vented, the location of vents
must be shown.
6. Method of installation must be shown in detail on either the plan or profile.
7. Any attachment to a bridge or other drainage structure must be approved by the Departments Bridge
Design Unit.
8. Where profile is required, it should be on same sheet with the plan.
SPECIAL PROVISIONS OR SPECIFICATION
Any special provisions or specifications as to the performance of the work or the method of construction that may
be required by the Department must be shown on a separate sheet attached to encroachment, provided that
such information cannot be shown on the plan and profile sheet
Page 3 of 3

DUKE
tn
S.
ig Wilmington NC6Sheet
Raleigh, NC 27601
Raleigh,
ENERGY.
Mailing Address
Mail Code NC M.
Raleigh, NC 27601
919-546-7863
919-546-6302 (fax)
April 7, 2015
Mr. Greg Benton
North Carolina Department of Transportation
11 Old Charlotte Highway
Asheville, NC 28803
Subject: Application for Right of Way Encroachment for Interstate 26
Groundwater Monitoring Well Cluster Installation
Near the Asheville Steam Electric Plant
Buncombe County, North Carolina
Dear Mr. Benton:
Duke Energy Progress, Inc. (DEP) submits five sets of an application package for a right of way
encroachment agreement with the North Carolina Department of Transportation in order to install two
groundwater monitoring well clusters. These two well clusters are proposed on the west side of
Interstate 26 (east -bound direction) near mile marker 38.9 in Buncombe County, North Carolina as
shown on the enclosed figures. These well clusters are part of a larger set of groundwater monitoring
wells DEP is installing in and around the Asheville Steam Electric Plant as part of a Groundwater
Assessment Work Plan. This Plan was approved by the North Carolina Department of Environment and
Natural Resources (NCDENR) on February 24, 2015 which begins the 180 day period by which this work
is to be completed (submittal of summary report). Therefore, DEP requests an expedited approval of
this encroachment application. If you have any questions or need any clarification regarding the
information provided, feel free to contact me at [e-mail] or at 919-546-7863 at
your convenience.
Respectfully submitted
Jol Toepfer, P.E.
Lead Engineer
Environmental Services
cc: Mr. Danny McCormick— Duke Energy
Ms. Laurie Moorhead — Duke Energy
Mr. Ed Sullivan — Duke Energy
G 121P .LSIG
E I NOISIAICE
GJAIA Ja` vu

VERIFICATION OF COMPLIANCE WITH
ENVIRONMENTAL REGULATIONS
(Check Appropriate Box)
Permits from the N.C. Department of Environment and Natural Resources and the
U.S. Army Corp of Engineers are not required for this project. However, all applicable
federal and state regulations have been followed. The encroachment permit must be
obtained first, then the DENR well permit.
The required permits from the N.C. Department of Environment and Natural Resources
and the U.S. Army Corp of Engineers have been obtained for this project. Copies of
permits and Completion Certificates are attached.
F- j All applicable NPDES Stormwater Permit requirements have been met for this project.
_I (The applicant should contact the N.C. Division of Water Quality in Raleigh to determine
if a stormwater permit is required.)
jThe project is in compliance with all applicable sedimentation and erosion control laws
Fs—/] and regulations.
Project Name: DEP GW Wells
Township: Arden
Project Engineer: SynTerra
Project Contact: Barbara Sease
Applicant's Name: John Toepfer, PE (DEP)
Date Submitted:
Form VCER-1
June 1, 2006
County: Buncombe
Phone [phone]
P.E. SEAL

National Pollutant Elimination System (NPDES)
Stormwater Permit Compliance Certification
1 Harry K. sideris , a duly authorized representative of
Duke Energy Progress, Inc. (DEP) , a Industria ommercial/residential
facility requesting attachment to a North Carolina Department of
Transportation highway drainage system at I-26 West mile marker 39 in
Buncombe County, do hereby certify the following:
Check and circle what applies
® Thndustrial ommercial / Residential facility does not require
an NPDES s ormwater permit.
❑ The Industrial / Commercial / Residential facility does require an
NPDES stormwater permit. The permit has been obtained, and a
Stormwater Pollution Prevention Plan (SPPP) is in place.
I understand if the Department of Transportation determines the
facility is not in compliance with NPDES stormwater permit
requirements, the Department will report the noncompliance to the
N.C. Division of Water Quality. I also understand that falsification of
this certification may result in penalty of law against the facility and me
as prescribed in the North Carolina General Statues.
Signature:^�'`
Date: ti) S
Note: If the applicant has a question as to whether an NPDES
stormwater permit is required, he or she may contact the N.C. Division
of Water Quality in Raleigh at [phone] (ask for Stormwater and
General Permits Unit).

PAT MCCRORY
GovERNOR
tea,
STATE OF NORTH CAROLINA
DEPARTWNT OF TRANSPORTATION
ANTHONY J. TATA
SECRETARY
April 15, 2015
COUNTY: Buncombe
MEMORANDUM TO: J.J. Swain, Jr., PE
Division Engineer
FROM: Jason Willis
District Engine
SUBJECT: RIGHT OF WAY ENCROACHMENT — I-26 C/A
Duke Energy Progress
Mail Code NC 14
Raleigh, NC 27601
Attached hereto for your further handling are five copies of County Maps and five Plan sheets
submitted by Duke Energy Progress relative to the proposed installation of two groundwater
monitoring well clusters, as shown on attached plan.
The plan and site of this proposal have been examined and investigated by personnel of this
office, and they appear to be satisfactory. I therefore recommend approval of this encroachment
subject to the conditions set forth in the Agreement, Special Provisions and The Policies and
Procedures for Accommodating Utilities on Highway Rights of Way.
If you have any questions, please call Greg Benton at [phone].
JLW: GEB
Attachments
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
POST OFFICE BOX 3279
ASHEVILLE, NC 28802
TELEPHONE: [phone]
FAX: [phone]
WEssiTE: www.NCDOT.GOv
LOCATION:
DISTRICT OFFICE
11 OLD CHARLOTTE HIGHWAY
ASHEVILLE NC, 28803

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RIGHT-OF-WAY
(APPROXIMATE)
KENT MOT (LAGER
1IMf G M07-nNGER
MONITORING WELL -�
(INSTALL AS CLOSE TO
RIGHT-OF-WAY LINE
AS POSSIBLE)
CONSTRUCTION NOTES:
1. INFORMATION SHOWN IS APPROXIMATE AND
SHALL BE VERIFIED PRIOR TO CONSTRUCTION.
2. LOCATE UTILITIES PRIOR TO CONSTRUCTION.
3. IMPLEMENT TEMPORARY TRAFFIC CONTROL
MEASURES. DETAIL SHOWN ON FIGURE 3.
ICE
INTERSTATE - 26
CROSS-SECTION A -A
NTS
NOT TO SCALE
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
,, T rr RAW GYX- NEWELL
cOm
,�'�,i
DRAWN MANAGER:
DATE 03{2711015
Pfl0lECT MANAGEfl: K WEGB
LAYOUT: FIG 2-SECT104
0 '2J/703fi 12'26 PM P.tCs,Na Gle! r/ 302G%10;-
FIGURE
076' SP2
f';
FIGURE 2
CROSS-SECTION A -A
PROPOSED WELL SYSTEM
ASHEVILLE STEAM ELECTRIC PLANT
ARDEN, NORTH CAROLINA

L1,
MUM
oyn lal I cl
Figure 61-1-5. Shoulder Closure on a Freeway
II
GRAaPHIC
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
DRAWN Or Q NEWELL DATE: 03/27/MJS
PROTECT MANAGER: KATHY WEDG
LOOM.. FIG 3 - WORK DETAIL
FIGURE 3
SHOULDER WORK DETAIL
PROPOSED WELL SYSTEM
ASHEVILLE STEAM ELECTRIC PLANT
ARDEN, NORTH CAROLINA

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SOURCE: x i') s r" y r t i ,`•\:.
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SITE LOCATION MAP
PROPOSED WELL SYSTEM
ASHEVILLE STEAM ELECTRIC PLANT
ARDEN, NORTH CAROLINA
T - SKYLAND NC QUADRANGLE
BUNCOMBE COUNTY
+, 148 RIVER STREET, SUITE 220 A
DRWN 8Y: G NEWELL DATE 4rz972o15
GREENVILLE, SOUTH CAROLINA GRAPHIC SCALE
PHONE SG4-421-9999 PROJECT MANAGER; KATHY WE98 CONTOUR INTERVAL: 20 FT 7550 d '750 1c
`xI'e LAYOUT: FIG 1 (USO431TE IOCATiON) MAP GATE' 1991tMYc•,-—�--'-,'.RAI
W W WsynterraCorp.CORi IN FEET

PRELIMINARY WOUS STREAMS DELINEATION
ASSOCIATESOF 7� r
: r
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01
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CONSTRUCTION NOTES:
1. INFORMATION SHOWN IS APPROXIMATE AND
\' 4* t - ... � ,. ♦ Ott � I k tR, w� `� }�,.3 i, � '4'-: F '^.' Y�.. .
♦i� \ ' t � , y � 1
4
y'
SHALL
PRIOR TOCONSTRUCTION.3. IMPLEMENT TEMPORARY
2. LOCATE UTILITIES PRIOR TO CONSTRUCTION.
55 j
TRAFFIC
MEASURES IN ACCORDANCE WITH NCDOT
STANDARD ,-, 1101.04.
f 1 g lyY,
11. 2012 NRCS AERIAL PHOTOGRAPH OBTAINED FROM THE
1
er iJ
I

RIGHT-OF-WAY
q
RIGHT-OF-WAY
(APPROXIMATE)
0
INTERSTATE -2-0
2050
2060
(EAST BOUND)
Uj
KENT MOTTINGER
JIMI G MOTTINGER
KENT MOTTINGER i
TIMI G MOTTINGER
0
1177 1EEII.J.-L"
kj, .. . .....
cu 2050
.....
>
4
uj G
ON N WELL
(INSTALL AS CLOSE TO
RIGHT-OF-WAY LINE
AS POSSIBLE)
2040 -t--
1
C:)
0C3
0
+
0 �
+ +
+
O
Station
CROSS-SECTION A -A'
SCALE: HORIZONTAL: 1"=5V
VERTICAL: 1"=10'
GRAPHIC SCALE
25 p 25 50
IN FEET
.ORMONTAL: V=547
6 0 5 1
IN FEET
VERTICAL 1"=10'
CONSTRUCTION NOTES:
1 , INFORMATION SHOWN IS APPROXIMATE AND
SHALL BE VERIFIED PRIOR TO CONSTRUCTION_
2. LOCATE UTILITIES PRIOR TO CONSTRUCTION.
3. IMPLEMENT TEMPORARY TRAFFIC CONTROL
MEASURES. DETAIL SHOWN ON FIGURE 3.
SOURCE:
i. CROSS SECTIONS BASED ON 2007 LIDAR
OBTAINED FROM NCDOT AT
2060
(APPROXIMATE)
RIGHT-OF-WAY
C
0
cc$
2050
Uj
KENT MOTTINGER
JIMI G MOTTINGER
0
. MONITORING WELL
(INSTALL AS CLOSE TO
RIGHT—OF—WAY LINE
AS POSSIBLE)
SCALE: AS SHOWN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
DRAWN BY: a NEWELL DATE: 03/27(2015
PROJECT MANAGER: K. WEBB
LAYOUT: FIG 2. SECTION
INTERSTATE -26
(EAST BOUND)
I
O
C>
Station
CROSS-SECTION 13-13'
SCALE: HORIZONTAL: 1"=5V
VERTICAL: 1"=10'
FIGURE 2
CROSS-SECTIONS A -A'& B-13'
PROPOSED WELL SYSTEM
ASHEVILLE STEAM ELECTRIC PLANT
ARDEN, NORTH CAROLINA

✓'l.. W4.
CC Of
C13 00
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C4 CV
7 >
CROSS-SECTION C -C'
NOT TO SCALE
NOT TO SCALE FIGURE 3
148 CROSS SECTION C'C'
GREENILLE,SER ET, CAROUITE LINA
PROPOSED WELL SYSTEM
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone] ASHEVILLE STEAM ELECTRIC PLANT
TemaDRAWNW.C.EWELLNBV: NNEWELL DATE:4/29/2015 ARDEN, NORTH CAROLINA
CT MANAGER: I(A1HY WEBB
synT: FIG 3 - SECTION

LOCK
LOCKABLE
COMPRESSION CAP\
SURFACE
DRILL SOCKET A MINIMUM OF 2'
INTO COMPETENT BEDROCK
BOLT DOWN FLUSH MOUNT PROTECTION
2' x2' CONCRETE PAD SLOPED TO PREVENT
WATER AND MUD FROM COLLECTING
(MINIMUM 6" THICK)
~ 4" MINIMUM DEPTH
NEAT CEMENT GROUT INSIDE 6" PVC
SURFACE CASING (LET SIT A MINIMUM
OF 24 HOURS BEFORE DRILLING)
EAT CEMENT GROUT IN BETWEEN
DREHOLE AND 6" PVC SURFACE CASING
6" to 10" BORE HOLE DIAMETER
PVC SURFACE CASING
2" PVC WELL CASING
(SCHEDULE 40)
SAPROLITEJTRANSTITION ZONE
g WATER TABLE ABOVE BEDROCK
TOP OF COMPETENT BEDROCK
ZT
gT.ONITE PELLET SEAL =;=-
MINIMUM THICKNESS)
4D PACK - WASHED HIGH GRA
10R 2 SILICA SAND
N1 MUM 2' ABOVE TOP OF THE
PACKED WELL SCREEN)
;HEDULE 40
SCREEN SLOT SIZE
NOT TO SCALE BEDROCK WELL SCHEMATIC
148 RIVER STREET, SUITE 220 FLUSH MOUNT
GREENVILLE, SOUTH CAROLINA 29601
47 PHONE [phone] ASHEVILLE STEAM ELECTRIC PLANT
"am DLL DATE: RAWNSYC.NEWErp.com 04/2912015 ASHEVILLE, NORTH CAROLINA
L0.
PROJECT
tth INCH OEDROCK WELL FLUSH MOUNT -

LOCK BOLT DOWN FLUSH MOUNT PROTECTION
LOCKABLE
COMPRESSION CAP 2' x2' CONCRETE PAD SLOPED TO PREVENT
WATER AND MUD FROM COLLECTING
(MINIMUM 6" THICK)
4" MINIMUM DEPTH
t
r
Sx�
NEAT CEMENT GROUT TO
NEAR GROUND SURFACE
�Yy
6"-10" BORE HOLE DIAMETER
0
0.. ryT + re
w +' 2" PVC. WELL CASING
a N m SCHEDULE 40)
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IF NEEDED
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uj
SURFICIAL AQUIFER
PELLET SEAL
M THICKNESS)
SAND PACK - WASHED HIGH GRADE
NO. 1 OR 2 SILICA SAND
(MINIMUM 2'TOP OF
PRE PACKED WEOLL VE SCRE N)THE
PREPACKED WELL SCREEN
SCHEDULE 40
5' SCREEN SLOT SIZE 0.010"
NOT TO SCALE MONITORING WELL SCHEMATIC
148 RIVER STREET, SUITE 220 FLUSH MOUNT
10 PHONE VI
CAROLINA 29601 ASHEVILLE STEAM ELECTRIC PLANT
www-synteara p.m ARDEN, NORTH CAROLINA
� � DRAWN BY: MANAGER:
DATE 04J2812015
s� LAYOUT'
INCH
WEER
LAYOUT: 2 INCH SAPROLJTE WELL FLUSH MOUNT

O
SHOULDER CLOSURE ON CONTROLLED ACCESS FACILITIES 60 MPH
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CLOSURE ON DIVIDED FACILITIES 15 55 MPH
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GENERAL NOTES
uj
m
1- PLACE SHOULDER CLOSURE SIGNS ON THE SAME SIDE AS THE SHOULDER THAT IS CLOSED.
co
2- PLACE DRUMS IN THE SHOULDER TAPER AT THE MAXIMUM SPACING EQUAL IN FEET TO THE POSTED
SPEED LIMIT. THE MAXIMUM SPACING OF DRUMS ALONG THE WORK AREA IS EQUAL IN FEET TO
2 TIMES THE POSTED SPEED LIMIT.
LEGEND
3- USE STATIONARY SIGNS FOR LONG TERM OPERATIONS (LONGER THAN 3 DAYS).
0 DRUM
4- REFER TO STD. 1101.11 FOR "L" DISTANCE AND SIGN SPACING.
5- THE TWO-LANE, Two-WAY DRAWING MAY BE APPLIED TO UNDIVIDED, MULTI-LANE FACILITIES.
0 STATIONARY OR PORTABLE SIGN
wo- DIRECTION OF TRAFFIC FLOW
HEET 1 OF 1
1101.041
OF �j
h-101.041