WQ0043249_Final Permit_20220426

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
KENT JACKSON — TOWN ENGINEER
TOWN OF PITTSBORO
635 EAST STREET
PITTSBORO, NORTH CAROUNA 27312
Dear Mr. Jackson:
NORTH CAROLINA
Environmental Quality
April 26, 2022
Subject: Permit No. WQ0043249
Village South Pump Station and
Utilities RWDL
Reclaimed Water Distribution
Chatham County
In accordance with your permit application request received March 2, 2022, we are forwarding
herewith Permit No. WQ0043249 dated April 26, 2022, to the Town of Pittsboro for the construction only
of the subject reclaimed water distribution facilities.
This permit shall be effective from the date of issuance until rescinded, and shall be subject to the
conditions and limitations therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service
Center, Raleigh, NC 27699-6714. Otherwise, this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this permit, please contact Nathaniel Thornburg at [phone] or
nathaniel.thomburg&ncdenr. gov.
Sincerely,
7L, �, r �z 2)
Richard E. Rogers, Jr., Director
Division of Water Resources
cc: Chatham County Health Department (Electronic Copy)
Raleigh Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Michael Penny, PE — McKim & Creed, Inc. (Electronic Copy)
Laserfiche File (Electronic Copy)
Digital Permit Archive (Electronic Copy).
D_E Q�� North Carolina Department of Environmental Quality i Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
NORTH GARouNn
©,prh.Od Emlmnmenml Q_[m� 919,707,9000

THIS PAGE BLANK

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
RECLAIMED WATER DISTRIBUTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Town of Pittsboro
Chatham County
FOR THE
construction only of a reclaimed water distribution system extension consisting of:
2,010 linear feet (LF) of 6-inch PVC; 335 LF of 4-inch PVC reclaimed water distribution line; and all
associated piping, valves, controls, and appurtenances
to serve the Village South Pump Station and Utilities RWDL, with no discharge of wastes to surface waters,
pursuant to the application received March 2, 2022, and in conformity with the Division -approved plans
and specifications considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded, and shall be subject to the following
conditions and limitations:
I. SCHEDULES
Upon completion of construction and prior to operation of the permitted distribution facilities, the
Permittee shall submit an engineering certification from a North Carolina licensed Professional
Engineer certifying that the permitted facilities have been constructed in accordance with G.S. 143-
215.1, Administrative Code Title 15A Subchapter 02U, this permit, and the Division -approved plans
and specifications. For phased and partially certified facilities, the Permittee shall retain the
responsibility to track further construction approved under this permit, and shall provide a final
engineering certification upon project completion. Mail the Engineering Certification to the Division
of Water Resources, Non -Discharge Branch, 1617 Mail Service Center, Raleigh, NC 27699-1617, or
Non-Dischar.ge.Reports&ncdenr.gov. [15A NCAC 02T .0116(a)]
2. The facilities permitted herein are for construction only. The Permittee shall submit the following
documentation as a minor modification request:
a. Easements for all the properties on which the distribution line is to be located.
b. A map showing the distribution line and all properties with a table referencing all easements (Deed
Book and Page).
Mail the documentation to the Division of Water Resources, Non -Discharge Branch, 1617 Mail Service
Center, Raleigh, NC 27699-1617, or Non-Discharge.Reports&ncdenr.gov. [15A NCAC 02T .0116(a)]
WQ0043249 Version 1.0 Shell Version 200201 Page 1 of 6

Operation of the reclaimed water distribution facilities shall be contingent upon construction and
operation of permitted reclaimed water distribution lines immediately upstream and downstream of the
reclaimed water distribution facilities permitted herein. Specifications for future upstream and
downstream reclaimed water distribution lines shall include quality assurance testing procedures, which
shall be adhered to prior to operation of the reclaimed water distribution facilities permitted herein.
[G. S. 143-215.1 ]
IL PERFORMANCE STANDARDS
1. The Permittee shall maintain and operate the subject reclaimed water distribution facilities so there is
no discharge to surface waters, nor any contravention of groundwater or surface water standards. In
the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions due
to improper operation and maintenance, the Permittee shall take immediate corrective actions, including
Division required actions, such as the construction of additional or replacement reclaimed water
distribution facilities, or cessation of reclaimed water distribution. [15A NCAC 02T .0108(b)(1)(A)]
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface
water resulting from the operation of this facility. [15A NCAC 02T .0108(b)(1)(A)]
3. Construction of the reclaimed water distribution facilities permitted herein shall be scheduled as not to
interrupt service of existing utilities. [15A NCAC 02T .0108(b)(1)(A)]
4. All reclaimed water valves, storage facilities, and outlets shall be tagged or labeled to warn the public
or employees that the water is not intended for drinking. [15A NCAC 02U .0403(b)]
5. All reclaimed water piping, valves, outlets, and other appurtenances shall be color -coded, taped, or
otherwise marked to identify the source of the water as being reclaimed water as follows:
a. All reclaimed water piping and appurtenances shall be either colored purple (Pantone 522 or
equivalent) and embossed or integrally stamped or marked "CAUTION: RECLAIMED WATER -
DO NOT DRINK" or be installed with a purple (Pantone 522 or equivalent) identification tape or
polyethylene vinyl wrap. The warning shall be stamped on opposite sides of the pipe and repeated
every three feet or less;
b. Identification tape shall be at least three inches wide and have white or black lettering on purple
(Pantone 522 or equivalent) field stating "CAUTION: RECLAIMED WATER - DO NOT
DRINK". Identification tape shall be installed on top of reclaimed water pipelines, fastened at least
every 10 feet to each pipe length and run continuously the entire length of the pipe; and
c. Existing underground distribution systems retrofitted for the purpose of convey reclaimed water
shall be taped or otherwise identified as noted in IL5.a. and IL5.b. This identification need not
extend the entire length of the distribution system but shall be incorporated within 10 feet of
crossing any potable water supply line or sanitary sewer line.
[15A NCAC 02U .0403(c)]
6. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that permits operation
by personnel authorized by the entity that operates the reclaimed water system. [15A NCAC 02U
.0403(d)]
7. Hose bibs shall be located in locked, below grade vaults that shall be labeled as being of non -potable
quality. As an alternative to the use of locked vaults with standard hose bib services, other locking
mechanisms such as hose bibs that can only be operated by a tool may be placed above ground and
labeled as non -potable water. [15A NCAC 02U .0403(e)]
8. There shall be no direct cross -connections between the reclaimed water and potable water systems,
unless such connection has been approved by the Department pursuant to 15A NCAC 18C .0406. [15A
NCAC 02U .0403(f)]
WQ0043249 Version 1.0 Shell Version 200201 Page 2 of 6

9. Reclaimed water distribution lines shall be located at least 5 feet horizontally from and 18 inches below
any water line if practicable. If these separation distances cannot be met, the piping and integrity testing
procedures shall meet water main standards in accordance with 15A NCAC 18C. [15A NCAC 02U
.0403(h)]
10. Reclaimed water distribution lines shall not be less than 50 feet from a well unless the piping and
integrity testing procedures meet water main standards in accordance with 15A NCAC 18C, but in no
case shall they be less than 25 feet from a private well. [15A NCAC 02U .0403(i)]
11. Reclaimed water distribution lines shall meet the separation distances to sewer lines in accordance with
15A NCAC 02T .0305. [15A NCAC 02U .04030)]
III. OPERATION AND MAINTENANCE REQUIREMENTS
1. The Permittee shall operate and maintain the subject facilities as anon -discharge system. [15A NCAC
02U .0101]
2. The Permittee shall maintain an Operation and Maintenance Plan, which shall include:
a. A description of the operation of the system in detail to show what operations are necessary for the
system to function and by whom the operations are to be conducted;
b. A sampling and monitoring plan to evaluate quality of reclaimed water within the distribution
system to provide quality assurance at the time of reuse, and specify actions to be taken in response
to unsatisfactory monitoring results;
c. A map of all reclaimed water distribution lines;
d. A description of anticipated maintenance of the system;
e. Provisions for safety measures, including restriction of access to the site and equipment; and
f. Spill control provisions that include response to upsets and bypasses, including control,
containment, and remediation, and contact information for personnel, emergency responders, and
regulatory agencies.
[15A NCAC 02U .0801(a)]
Only reclaimed water generated from Chatham Park Water Recovery Center (Permit No. WQ0039375)
shall be conveyed in the reclaimed water distribution facilities permitted herein. [15A NCAC 02U
.0101]
WQ0043249 Version 1.0 Shell Version 200201 Page 3 of 6

IV. MONITORING AND REPORTING REQUIREMENTS
The Permittee shall conduct and report any Division required monitoring necessary to evaluate this
facility's impact on groundwater and surface water. [15A NCAC 02T .0108(c)]
2. Noncompliance Notification:
The Permittee shall report to the Raleigh Regional Office, telephone number [phone], within
24 hours of first knowledge of the following:
a. Any failure rendering the reclaimed water distribution facilities incapable of adequately conveying
the reclaimed water (e.g., mechanical or electrical failures, line blockages or breaks, etc.).
b. Any failure resulting in a discharge to surface waters.
c. Any discharge to land surface greater than or equal to 5,000 gallons. The Permittee shall document
discharges less than 5,000 gallons to land surface, but do not require Regional Office notification.
Emergencies requiring reporting outside normal business hours shall call the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone]. All
noncompliance notifications shall file a written report to the Raleigh Regional Office within five days
of first knowledge of the occurrence, and this report shall outline the actions proposed or taken to ensure
the problem does not recur. [15A NCAC 02T .0108(b)(1)(A)]
V. INSPECTIONS
1. The Permittee shall perform inspections and maintenance to ensure proper operation of the reclaimed
water distribution facilities. [15A NCAC 02U .0801(i)]
2. The Permittee shall inspect the reclaimed water distribution facilities to prevent malfunctions, facility
deterioration, and operator errors that may result in discharges of wastes to the environment, threats to
human health, or public nuisances. The Permittee shall maintain an inspection log that includes the
date and time of inspection, observations made, and maintenance, repairs, or corrective actions taken.
The Permittee shall maintain this inspection log for a period of five years from the date of the inspection,
and this log shall be made available to the Division upon request. [15A NCAC 02U .0801(h), 02U
.0801(1)]
Division authorized representatives may, upon presentation of credentials, enter and inspect any
property, premises, or place related to the reclaimed water distribution facilities permitted herein at any
reasonable time for determining compliance with this permit. Division authorized representatives may
inspect or copy records maintained under the terms and conditions of this permit, and may collect
groundwater, surface water, or leachate samples. [G.S. 143-215.3(a)(2)]
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VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to a
Division enforcement action. [G.S. 143-215.6A, 143-215.613, 143-215.6C]
2. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, and Division -approved plans and specifications. [G.S. 143-215.1(d)]
3. Unless specifically requested and approved in this permit, there are no variances to administrative codes
or general statutes governing the construction or operation of the facilities permitted herein. [15A
NCAC 02T .0105(n)]
4. The issuance of this permit does not exempt the Permittee from complying with all statutes, rules,
regulations, or ordinances that other jurisdictional government agencies (e.g., local, state, and federal)
may require. [15A NCAC 02T .0105(c)(6)]
5. If the permitted facilities change ownership, or the Permittee changes their name, the Permittee shall
submit a permit modification request on Division -approved forms. The Permittee shall comply with
all terms and conditions of this permit until the permit is transferred to the successor -owner. [G.S. 143-
215.1(d3)]
6. The Permittee shall retain a set of Division -approved plans and specifications for the life of the facilities
permitted herein. [15A NCAC 02T .0105(o)]
7. This permit is subject to revocation or modification upon 60-day notice from the Division Director, in
whole or part for:
a. violation of any terms or conditions of this permit or Administrative Code Title 15A Subchapter
02U;
b. obtaining a permit by misrepresentation or failure to disclose all relevant facts;
c. the Permittee's refusal to allow authorized Department employees upon presentation of credentials:
I. to enter the Permittee's premises where a system is located or where any records are required
to be kept;
ii. to have access to any permit required documents and records;
iii. to inspect any monitoring equipment or method as required in this permit; or
iv. to sample any pollutants; or
d. a Division determination that the conditions of this permit are in conflict with North Carolina
Administrative Code or General Statutes.
[15A NCAC 02T .0110]
Permit issued this the 26`" day of April 2022
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Richard E. Rogers, Jr., Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0043249
WQ0043249 Version 1.0 Shell Version 200201 Page 5 of 6

Permit No. WQ0043249 Reclaimed Water Distribution
Town of Pittsboro April 26, 2022
Village South Pump Station and Utilities RWDL Chatham County
ENGINEERING CERTIFICATION
❑ Partial ❑ Final
I, , as a duly licensed North Carolina Professional
Engineer, having ❑ periodically / ❑ fully observed the construction of the permitted facilities, do hereby
state to the best of my abilities that the facility was constructed in compliance with G.S. 143-215.1,
Administrative Code Title 15A Subchapter 02U, this permit, and the Division -approved plans and
specifications.
Documentation of any variation to this permit, and the Division -approved plans and specifications, is in the
attached as -built drawings.
Description of variations:
Professional Engineer's Name
Firm Name
Firm No.
Address
City JL
State
Zip Code
Telephone
Email
Seal, Signature, and Date
THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING
DOCUMENTATION, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
NON -DISCHARGE BRANCH
By U.S. Postal Service By Courier/Special DelivM
1617 MAIL SERVICE CENTER 512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
WQ0043249 Version 1.0 Shell Version 200201
Page 6 of 6

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STATE OF NORTH CAROLINA
ROY COOPER
GOW RNOR
February 23, 2022
Town of Pittshorn
635 East St,
Pittsboro- NC 27312
-AND-
Chatham Park Investors, LLC
105 Weston Estates Way
Can-, NC 27513
k ERIC BOYETCE
SFCRETARY
SUBJECT: ENCROACHMENT AGREEMENT (E081-019-21-00193)
6-inch Farce Main 1 12-inch Water Main 16-inch Reclaim Water Line
Chatham Parkway I SR-1809 (Suttles Rd.)
Chatham County
Attached is a properly executed copy of a Right of Way Encroachment Agreement which
covers the folIowin&
Installation of 1,000 LF 6-inch force main 12,400 LF 12-inch water main 1 1,950 LF 6-inch
reclaimed water line with (5) hart and jack crossings on Chatham Parkway (SR2700) and Suttles
Rd, (SRI809) in Chatham County, amid any associated pre-coustnlction work.
This agreement is approved subject to the Special Provisions and plans which are
attached to and made a part of the Encroachment Agreement. Any work associated with the
subject project permitted tinder an NCDOT approved Driveway Fcrmit shall be completed in
accordance Avith this Encroachment Agreement.
Sincerely,
Patrick A, Norman, F.E.
Division Engineer
Er
Oncu3tgned by:
. J, Aav m
?48DFDB71EFA474_.
By: R. J. Monroe
District Supervisor
Justin Bullock. PE, Chatham County Maintenance Engineer's Office
MaIIIng_Address: Telephone.- [phone] Lcxtaion:
NC DEPAR'rW T QF 'rR NSPDRTXJ'I0N'' hrur (336) 3] 5-4573 300 IXA' D IL7
DISTRICT OFFICE Cusivnw &ll yre: t-877-3684968 .aMMORC] NC 27205
300 DOT DIUVE
ASHEBORO, NC 27205 [VebNitu www.nodol.Boy

E081-019-21-00193 ENCROACHMENT SPECIAL PROVISONS
Chatham County Town of Pittsboro Page I of 14
Pre -Construction
Contact Offices & Outside Agency issues/contacts/info
1. Approval may be rescinded upon failure to follow any of the provisions in this pen -nit and may be
considered a violation of the encroachment agreement.
The Encroaching party or their contractor shall provide the following notices prior to construction
activity within the NCDDT Right of Way:
a. Three (3) business days advance phone call at telephone [phone] or email to
mate 1 Wyncdot.gov to the District Engineer's office
b. If the construction falls within the limits of an NCDDT managed construction project, five (5)
business days advance phone call to the Resident Engineer [phone].
Failure to provide these notifications prior to beginning construction is subject to tho Division
Engineer's discretion to cease construction activity for this encroachment. NC DOT reserves the right
to Cease any construction or maintenance work associated with this installation by the encroaching
party tuitil the construction or maintenance meets the satisfaction of the Division Engineer or their
representative.
3. Prior to beginning work, it is the requirement of the Encroaching Party to contact the appropriate
Utility Companies involved and make arrangements to adjust or relocate any utilities that conflict
with the proposed work.
It shall be the responsibility of the encroaching party to determine the location of utilities within the
encroachment area. NCGS § 87-115 through § 87-130 of the Underground Utility Safety and
Damage Prevention Act requires underground utilities to be located by calling 811 prior to
construction. The encroaching party shall be responsible for notiffi,ing other utility owners and
providing protection and safeguards to prevent damage or interruption to existing facilities and
maintain access to them.
5. The encroaching party shall notify the appropriate municipal office prior to beginning any work
within the municipality's limits of, jurisdiction.
6. Excavation with]In 1000 feet of a signalized intersection will require notification by the encroaching
party to the Division Traffic Engineer at telephone number [phone] no less than one week
prior to beginning work. All traffic signal or detection sables must be located prior to excavation.
Cost to replace or repair NC DOT signs_ signals, pavement markings or associated equipment and
facilities shall be the responsibility of the encroaching party.
T This agreement does not authorize installations within nor encroachment onto railroad rights of way.
Permits for installations within railroad right of way must be obtained from the railroad and are the
responsibility of the encroaching party.
8. At the Option of the District Engineer, a preconstruction meeting including representatives of
NCDDT, the encroaching party, contractors and municipality, if applicable, shall be required.
A pre -construction conference held between a municipalih! (or other faciiih, owner) and a contractor
without the presence of NCDDT personnel with subsequent construction commencing may be subject

E481-019-21-00193 ENCROACHMENT SPECIAL PROVISONS
Chatham County Town of Pittsboro Pagge 2 of 14
to NCDOT personnel ceasing any work on NCDOT right-of-way related to this encroachment until
such meeting is held. Contact the District office to schedule.
9. At the discretion of the District Engineer, a NOTIFICATION FOR UTILITY / NON -UTILITY
>aNCKOACHMENT W ITHIN NCDO'I R/W form (See corresponding attachment) with the
scheduled pre -construction meeting and associated construction schedule details must be completed
and submitted to the District Engineer's office a minimum of one week prior to construction.
10. At the discretion of the District Engineer, the encroaching party (not the utility contractor) shall make
arrangements to have a qualified inspector, under the supervision of a Professional Engineer
registered in North Carolina_ on site at all times during construction. The registered Professional
Engineer shall be required to submit a signed and PE sealed certification that the utility was installed
in accordance with the encroachment agreement.
Legal & Right -of -Way Issues
11. This approval and associated plans and supporting documents shall not be interpreted to allow any
design change or change in the intent of the design by the Owner, Design Engineer, or any of their
representatives. Any revisions or changes to these approved plans or intent for construction must be
obtained in writing from the Division Engineer's office or their representative prior to construction or
during construction. if an issue arises during construction to warrant changes,
12. 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. It is the responsibility of
the encroaching party to verify the right of way.
13. Encroaching party shall be responsible for obtaining all necessary permanent and/or temporary
construction_ drainage. utility and/or sight distance easements.
14_ All Right of Way and easements neccssar}r for construction and maintenance shall be dedicated to
NCDOT with proof of dedication furnished to the District Engineer prior to begiiviing work_
15. No commercial advertising shall be allowed within NCDOT Right of Way.
16, The encroaching party shall obtain proper approval from all affected pole owners prior to attachment
to any pole.
Work Zone Traffic
IT WORK ZONE TRAFFIC CONTROL QUALIFICATIONS AND TRAINING PROGRAM
All personnel performing any activity inside the highway right of way are required to be familiar with
the NCDOT Maintenance / 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 Flaggers. Training for this certification is
provided by NCDOT approved training resources and by private entities that have been pre -approved
to train themselves.

E081-019-21-00193 ENCROACHMENT SPECIAL PROVISONS
Chatham County Town of Pittsboro Page 3 of 14
All personnel involved with the installation of Work Zone Traffic Control devices inside the highway
right of way are required to be qualified and trained Work Zone Installers. 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 and
by private entities that have been pre -approved to train themselves.
For questions and/or additional information regarding this training program please refer to
https://connect.ncdot.gov/projects/WZTC/Pages/Training.aspx or call the NCDOT Work Zone Traffic
Control Section [phone].
18. The party of the second part shall employ traffic control measures that are in accordance with the
prevailing federal, state, local, and NCDDT policies, standards, and procedures. These policies,
standards, and procedures include, but are not limited to the following:
a. Manual on Uniform Traffic Control Devices {MUTCD} — North Carolina has adopted the
MUTCD to provide basic principles and guidelines for traffic control device design,
application, installation, and maintenance. North Carolina uses the MUTCD as a mini Intl III
requirement where higher supplemental standards specific to North Carolina are not
established. Use fundamental principles and best practices of MUTCD (Part b, Temporary
Traffic Control).
b, NCDOT Maintenance / Utility Traffic Control Guidelines — This document enhances the
fundamental principles and best practices established in MUTCD Part 6, Temporary Traffic
Control, incorporating NCDOT-specific standards and details. It also covers important safety
knowledge for a wide range of work zone job responsibilities.
19. If the Traffic Control Supervisor detennines that portable concrete barrier {PCB} is required to shield
a hazard within the clear zone, then PCB shall be designed and scaled by a licensed North Carolina
Professional Engineer. PCB plans and design calculations shall be submitted to the District Engineer
for review- and approval prior to installation,
20. Ingress avid egress shall be maintained to all businesses and dwellings affected by the project. Special
attention shall be paid to police, EMS and fire stations, fire hydrants_ secondary schools, and
hospitals.
21. Traffic shall be maintained at all times. All lanes of traffic are to be open during the hours of x_v ,x
A.M. to N�-x A.M. and from xxxx P.M. to xxxx P.M. Monday through Friday, during any time of
inclement weather, or as directed by the District Engineer. Any violation of these hours will result
in ceasing anv further constriction by the Encroaching Party or their contractor.
22. Nighttime and weekend operations will NOT be allowed unless written approval is received from the
District Engineer. If nighttime or weekend work is allowed or required, all signs must be retro•-
reflective, and a work zone lighting_ plan must be submitted for approval prior to construction.
23. Two-wav traffic shall be maintained at all times unless designated by the District Engineer, Traffic
shall not be rerouted or detoured without the prior written approval from the District Engineer. No
utility work will be allowed on state holidays from 7:00 PM the night before through 9:00 AM the
day prior to, following or during local events without prior approval from the District Engineer. If the
construction is within 1000 feet of a school location or on a designated bus route, the construction
shall be coordinated with the school start and end times to avoid traffic delays.

E081-019-21-00193 ENCROACHMENT SPECIAL PROVISONS
Chatham County Town of Pittsboro Pagge 4 of 14
24, Work requiring lane or shoulder closures shall not be performed on both sides of the road
simultaneously within die same area.
25. Any work requiring equipment or personnel within 7 feet of the edge of any travel lane of an
undivided facility- and within 10 feet of the edge of any travel lane of a divided facility shall require a
lane closure with appropriate tapers per current NCDOT Ro adm qv Stcandcard Drawings or MANUAL
ON IJNIFORM TRA147C CONTROL DEWCE.S.
26. At the discretion of the District Engineer. a traffic control plan shall be developed and submitted
under the seal and signature of a Licensed North Carolina Professional Engineer prior to construction.
The plan shall be specific to the site and adequately detailed. Issues such as the close proximity° to
intersections shall be addressed.
27. Temporary and final pavement markings are the responsibility of the encroaching party. Final
pavement markings and sign plans shall be submitted with the encroachment request to the Division
Traffic Engineer prior to construction. Final pavement markings shall be thermoplastic unless
otherwise directed by the Division Traffic Engineer or District Engineer.
28. Any pavement markings that are damaged or obliterated shall be restored by the encroaching pam at
no expense to NCDOT.
29. Sidewalk closures shall be installed as necessary. Pedestrian traffic shall be detoured around these
closures and shall be signed appropriately and in accordance with The American with Disabilities Act
Accessibility Guidelines. The encroaching party must adhere to the guidelines for accommodating
pedestrians in encroachment work zones as described in the NCDOT Pedestrian Work Zone
Accommodations Training; found at
https: //%x «-%N-.�,outube .coirrhN atch'?v=AOuYa5I W 3 dg&featu re=voutu. be
Roadside Environmental
30. 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. Additional 1nfonnation can be obtained by contacting the NCDOT
Roadside Environmental Engineer regarding the North Carolina Natural Heritage Program or the
United States Fish and Wildlife Services. Contact the Division Roadside Environmental Engineer's
Office at [phone].
31. When surface area in excess of one acre will be disturbed, the Encroacher shall submit a Sediment
and Erosion Control Plan which has been approved by the appropriate regulatory agency or authority
prior to beginning anv ,%vork on the Right of Way. Failure to provide this information shall be
grounds for suspension of operations. Proper tomporart' and permanent measures shall be used to
control erosion and sedimentation in accordance with the approved sediment and erosion control plan.
32. The Verification of Compliance with Environmental Regulations (VCER-1) form is required for all
non -utility encroachment agreements or any utility encroachments when land disturbance within
NCDOT right of way exceeds 1 acre. The VCER-1 form must be PE sealed by a NC registered
professional engineer who has verified that all appropriate environmental permits (if applicable) have
been obtained and all applicable environmental regulations have been followed.
33. All erosion control devices and measures shall be constructed, installed, maintained_ and removed by
the Encroacher in accordance widr all applicable Federal, State, and Local laws, regulations,

E481-019-21-00193 ENCROACHMENT SPECIAL PROVISONS
Chatham County Town of Pittsboro Page 5 of 14
ordinances, and policies. Permanent vegetation shall be established on all disturbed areas in
accordance with the recommendations of the Division Roadside Environmental Engineer. All areas
disturbed (shoulders, ditches, removed accesses, etc.) shall be graded and seeded in accordance with
die latest NCD07'.Sfandards Specification.s,for Roads and Siructures and within 15 calendar days
with an approved NCDOT seed mixture (all lawn type areas shall be maintained and reseeded as
such). Seeding rates per acre shall be applied according to the Division Roadside Environmental
Engineer. Any plant or vegetation in the NCDOT planted sites that is destroyed or damaged as a
result of this encroachment shall be replaced with plants of like kind or similar shape.
34. No trees within NCDOT shall be cut without authorization from the Division Roadside
Environmental Engineer. An inventory of trees measuring greater than 4 caliper inches (measured b"
above the ground) is required when trees within CIA right of way will be impacted by the
encroachment installation. Mitigation is required and will be determined by the Division Roadside
Environmental Engineer's Office.
35. Prior to installation. the Encroaching Party shall contact the District Engineer to discuss any
environmental issues associated with the installation to address concerns related to the root system of
trees impacted by boring or non -utility construction of sidewalk, roadway widening, etc.
36. The applicant is responsible for identifying project impacts to waters of the United States (wetlands,
intermittent streams, perennial streams and ponds) located within the NCDOT right-of-way. The
discharge of dredged or fill material into waters of the United States requires authorization from the
United States Army Corps of Engineers (USACE) and certification from the North Carolina Division
of Water Quality (NCDWQ). The applicant is required to obtain pertinent permits or certification
from these regulatory agencies if construction of the project impacts waters of the United States
within the NCDOT right -of --way. The applicant is responsible for complying; with any river or stream
Riparian Buffer Rule as regulated by the NCDWQ. The Rule regulates activity within a 50-foot
buffer along perennial streams_ intermittent streams and ponds. Additional information can be
obtained by contacting the NCDWQ or the USAGE.
37. The contractor shall not begin the construction until after the traffic control and erosion control
devices have been installed to the satisfaction of the Division Engineer or their agent.
38. The contractor shall perform all monitoring and record keeping and any required maintenance of
erosion and sediment control measures to maintain compliance with stormwater regulations.
Construction
General
39. An executed copy of the encroachment agreement, provisions and approved plans shall be present at
the construction site at all times. 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.
40. The Encroaching Party and/or their Contractor shall comply with all OSHA requirements. If OSHA
visits the work area associated with this encroachment, the District Office shall be notified by the
encroaching party immediately if any violations are cited.

E081-019-21-00193 ENCROACHMENT SPECIAL PROVISONS
Chatham County Town of Pittsboro Page 6 of 14
41. Any REVISIONS marked in RED on the attached non -PE sealed plans shall be incorporated into and
made part of the approved encroachment agreement.
42. All disturbed areas are to be fully restored to current NCDOT minimum roadway standards or as
directed by the Division Engineer or their representative. Disturbed areas within NCDOT Right -of -
Way include, but not limited to, any excavation areas, pavement removal, drainage or other features.
43. The encroaching party shall notify the Division Engineer or their representative immediately in the
event any drainage structure is blocked, disturbed or damaged. All drainage structures disturbed,
damaged or blocked shall be restored to its original condition as directed by the Division Engineer or
their representative.
44. A minimum of 5 feet clearance is required for utility installations beneath or near drainage pipes,
headwalls, and a minimum of two -foot clearance below the flowline of streams. If directional
drilling, a minimum ten -foot clearance distance is required from drainage structures and a minimum
of 5 feet below flowline of streams.
45. At points where the utility is placed under existing storm drainage, the trench will be backfilled with
excavatable flowable fill up to the outside diameter of the existing pipe.
46. Unless specified otherwise, during non -working hours, equipment shall be located away from the job
site or 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. Also, during non -working hours, no
parking or material storage shall be allowed along the shoulders of any state -maintained roadway.
47. No access to the job site, parking or material storage shall be allowed along or from the Control of
Access Roadway.
48. Guardrail removed or damaged during construction shall be replaced or repaired to its original
condition, meeting current NCDOT standards or as directed by the Division Engineer or their
representative.
49. Right of Way monuments disturbed during construction shall be referenced by a registered Land
Surveyor and reset after construction.
50. All Traffic signs moved during construction shall be reinstalled as soon as possible to the satisfaction
of the Division Engineer or their representative.
51. Any utility markers, cabinets, pedestals, meter bases and services for meter reading required shall be
as close to the Right of Way line as possible. If it is not feasible to install at or near Right of Way
line, then written approval shall be obtained from NCDOT prior to installation.
52. Detection tape, where required by NCGS § 87-115 through § 87-130 of the Underground Utility
Safety and Damage Prevention Act, shall be buried in the trench approximately 1 foot above the
installed facility. Where conduit is installed in the right of way and is not of ferrous material, locating
tape or detection wire shall be installed with the conduit.
53. All driveways disturbed during construction shall be returned to a state comparable with the condition
of the driveways prior to construction.
54. Conformance with driveway permit review should be required in conjunction with this encroachment
agreement. In the event there is a conflict between the driveway permit and the encroachment
agreement, the District Engineer should resolve the conflict and notify the parties involved.

E081-019-21-00193 ENCROACHMENT SPECIAL PROVISONS
Chatham County Town of Pittsboro Page 7 of 14
55. If the approved method of constriction is unsuccessful and other means are required, prior appros al
must be obtained through the District Engineer before construction may continue.
Engineering
56. All traffic control, asphalt mixes, structures, construction, workmanship and construction methods.
and materials shall be in compliance with the most -recent versions of the following resources: A S7U
Standards_ Manaral on Uniform 'Traffic Control Devices, NCD07' Utilities Accommodations Manual.
NCDOT Standard .Specifications far Roads and Structures, NCDOT Roadwav Standard Drawings,
NCDOT Asphalt QualityMcanagement System manual, and the approved plans.
57. Prior approval for any blasting must be obtained from the Division Engineer or their representative.
58. Regulator stations, metering stations, cathodic test stations_ and anode beds are not permitted within
NCDOT right of way. Header wires are permitted.
59. Non -Utility Communication and Data Transmission installations (ground mounted type or Small Cell
pole -mounted type) must adhere to guidelines in the Utilities Accommodations Manual and. «hen
located within municipal jurisdictions, are subject to review and approval by municipal ordinances
and and' additional municipal approval for proximity to historic districts and landmarks. All wiring
and related telccotnmimications work shall conform to the latest regulations by the Federal
Communications Commission.
60. All wiring and related electrical Avork shall conform to the latest edition of the National Electrical
Safety Code.
Location within R/W
61. All utility access points. such as manholes, vaults, hndholes, splice boxes and junction boxes shall
be located as close to the right of way line as possible and shall not be placed in the ditch line, side
slopes of the ditches or in the pavement. All manholes, haudlioles, splice boxes, junction boxes and
vaults and covers shall be flush with the ground ,,N hcn located within the vehicle clear zone. Slack
loops for telecommunications in industry standard housing units shall be buried a minimum of 18
inches when buried or meet minimum NCDOT vertical and horizontal clearances when installed
acrially.
62.. Fire Hydrants shall be of the breakaway type. Hydrants shall be placed near the right of way line. In
curb and gutter sections with written approval from the District. the hydrants may be placed at 6'
behind the back of the curb or minimum 2 ' back of sidewalk.
63. Luminaire and/or utility poles and guy wires shall be set as close to the Right of Way line, as practical
and outside the Clear Zone in accordance with the latest version of the AASHTO Roadside Designs
Guide (See corresponding attachment) or made breakaway in accordance with the requirements of
NCHRP Report 350. Any relocation of the utility poles from the original design due to Clear Zone
requirements shall require a re -submittal forthe utility design.
64. Luminaire and/or utility poles shall be set a minimum of 5'-6" behind face of any guardrail or
otherwise sufficiently protected. However, standard placement may be reduced to 3'-6" behind face
of guardrail when posts are spaced 3'-1 Ya `, or where speed limit is less than 55 MPH.

E481-019-21-00193 ENCROACHMENT SPECIAL PROVISONS
Chatham County Town of Pittsboro Page 8 of 14
65. Hot box (aka ASSE t060) or Safe-T-Cover type enclosures covering utility main pipe joints.
backflow preventers, valves, vent pipes_ cross connections_ pumps_ grinders, irrigation assemblies,
transformers, generators, and other similar large appurtenances shall be located outside sight distance
triangles and off of the NCaOT Right -of -Way.
66. Sprinkler heads shall be located a minimum of 10 feet from the edge of pavement, edge of shoulder,
or back of curb whichever is greater and shall be directed so that water does not spray or drain on the
roadway surface, sidewalk, or passing vehicles at any time. Upon completion of the installation and
prior to activation of the system, the Encroacher shall contact the District Engineer to schedule a test
of die system to verify the spray pattern. Sprinkler systems shall not be operated during periods of
high wind or freezing weather, or to the extent that the subgrade adjacent to the pavement structure
becomes saturated. NCDOT reserves the right to require immediate termination and removal of any
sprinkler s}rstem which in its judgement and opinion adversely affects safety, maintenance, or
operation of the roadway.
Excavatio-i
67. Excavation material shall not be placed on pavement_
68. It is the responsibility of the encroaching party or their contractor to prevent any mud/dirt from
tracking onto the roadway. Any dirt which may collect on the roadway pavement from equipment
and/or truck traffic on site shall be immediately removed to avoid any unsafe traffic conditions.
69. The utility shall be installed widiin 5 feet of the right of way line and outside the 5-foot minimum
from travel lane plus theoretical 2:1 slope from the edge of pavement to the bottom of die nearest
excavation wall for temporary shoring. If the 2:1 slope plus 5 feet requirement above is met for
traffic, then temporary shoring is typically only necessary to protect roadways from damage
when a theoretical 1:1 slope from the edge of pavement intersects the nearest excavation
wall. This rule of thumb should be used with caution and does not apply to all subsurface
conditions, surcharge loadings and excavation geometries. Situations where this 1:1 slope is
not recommended include groundwater depth is above bottom of excavation or excavation is
deeper than 10 feet or in Tyne B or C soils as defined by OSHA Technical Manual.
Temporary shoring may be avoided by locating trenches, bore pits, and other excavations far
enough away from the open travel lane, edge of pavement and any existing structure,
support, utility, property, etc. to be protected. Temporary shoring is required when a
theoretical 2:1 slope from the bottom of excavation will intersect the existing ground line less
than 5 feet from the outside edge of an open travel lane as shown in the figure below or when
a theoretical 2:1 slope from the bottom of excavation will intersect any existing structure,
support, utility, property, etc. to be protected.
Open Travel
Li Lane ft Existing Groun
min Line
Edge of
Theoretical j Pavement
2:1 H:V •V 1 Bottom of
( }
Slope H ••.� Excavation

E481-019-21-00193 ENCROACHMENT SPECIAL PROVISONS
Chatham County Town of Pittsboro Page 9 of 14
Temporary shoring shall be designed and constructed in accordance with current NCDOT
Standard Temporary Shoring provisions (refer to
h ttp s : //connect . n c d ot. gov/resources/Specifications /Pa yes/2 018 -Specifications-and -
S2ecial-Provisions.aspx and see SP I 1 R002).
a. Temporary excavation shoring, such as sheet piling. shall be installed. The design of the
shoring shall include the effects of traffic loads. The shoring system shall be designed and
sealed by a licensed North Carolina Professional Engineer. Shoring plans and design
calculations shall be submitted to the Division Engineer for review and approval prior to
construction. (See NCDOT Utilities Accommodations Manual for more information on
requirements for shoring plans and design calculations.) Trench boxes shall not be accepted
as temporary shoring and will not be approved for use in instances where shoring is
required to protect the highway, drainage structure, and/or supporting pavement or
structure foundation.
b. All trench excavation inside the limits of the theoretical one-to-one slope, as defined by the
police, sliali be completely backfilled and compacted at the end of each constriction day. No
portion of the trench shall be left open overnight. Any excavation that is not backfilled by die
end of the workday must address any safety and traveling public concerns including
accommodations for bicycles, pedestrians and persons with disabilities.
c. The trench backfill material shall meet the Statewide Borrow Criteria, The trench shall be
backfilled in accordance wFth Section 300-7 of the latest NCIJ07' Staandard 5peci fications, for
Roads and Sinsc•tures, which basically requires the backfill material to be placed in layers not
to exceed 6 inches loose and compacted to at least 95% of the density obtained by
compacting a sample in accordance with AASHTO T99 as modified by DDT.
d. At the discretion of the DI vision Engineer, a qualified NCDOT inspector shall be on the site
at all times during constriction. The encroaching party shall reimburse NCDOT for the cost
of providing the inspector. If NCDOT cannot supply an inspector, the encroaching party (not
the utility contractor) should make arrangements to have a qualified inspector, under the
supervision of licensed North Carolina Professional Engineer, on the site at all times. The
Professional Registered Engineer shall certify that the utility was installed in accordance with
die encroachment agreement and that the backfill material meets the Statewide Borrow
Criteria.
e. The length of parallel excavation shall be limited to the length necessary to install and
backfill one .joint of pipe at a time, not to exceed twenty-five (25) feet.
70. 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 sliall dry or add moisture to the subgrade when regLured to provide a
unifannl_y compacted and acceptable subgrade. The option to backfill any trenches with dirt or either
457 stone or #78 stone with consolidation with a plate tamp and without a conventional density test
may be pursued with the written consent of the District Engineer. If this option is exercised, then
roadway ABC stone and asphalt repair as required will also be specified by the District Engineer.
Directional bore
71. Boring equipment will be provided of a type and size to facilitate boring in the local geologic
conditions and shall be able to facilitate the encroachment work.
72. When Horizontal Directional Drilling (HDD) is used, the following stipulations apply:
a. Use drilling fluids as appropriate for the type soils but use of water alone is prohibited. Pump
drilling fluids only while drilling or reaming. Directional boring using jetting with a
Bentonite (or equivalent material) slurry is recommended. Monitor flow rates to match the

E481-0I9-21-00193 ENCROACHMENT SPECIAL PROVISONS
Chatham County Town of Pittsboro Page 10 of 14
amount leaving the bore hole and do not increase pressure or flow to free stuck drill heads,
reamers or piping. Open cutting to retrieve stuck drill heads is not allowed without prior
permission from die District Engineer.
b, The minimum depth shall adhere to the table below for transverse (under non -controlled
access, partial controlled access_ or limited controlled access roadway) nistallations and refers
to maximum diameter of hole drilled and not the dimension of the carrier or encasement pipe.
Diameter of Drilled Hole Mininium Depth of Cover
(Bac ]ream)
2" to 6" 5 feet
>6" to 15" 12 times hole diameter (e.g. 6-inch hole means 6 feet
minimum depth)
>15'' to 35" 15 feet or greater
c_ Under fully controlled access roadway installations, die minimum depth for transverse
crossings shall be 15 feet under any pavement (ramps or thru lanes)
d. An overbore (backream diameter) shall not be more than 1.5 times the outside diameter of the
pipe or encasement under any highway for pipes 12 inches in diameter or less. For pipes with
outer diameter larger than 12 inches, the overbore may be no larger than outer diameter of
pipe plus 6 inches. An overbore exceeding 1.5 times greater than the outside diameter of the
pipe or encasement may be considered if the encroachment agreement includes a statement
signed and sealed by a licensed North Carolina Professional Engineer indicating that an
overbore in excess of 1.5 times the outside diameter of the pipe or encasement will
appropriately arch and no damage will be done to the pavement or sub -grade,
e. Directional boring is allowed beneath embankment material in naturally occurring soil.
f. Any parallel installation utilizing the directional boring method shall be made at a minimum
depth of three ff) feet (cower) below the ground surface and outside the theoretical 1:1 slope
from the existing edge of pavement except where the parallel installation crosses a paved
roadway.
g, All directional bores shall mainutin ten (10) feet minimum (clear) distance from the nearest
part of any structure, including but not limited to bridges, footings, pipe culverts or box
culverts. Directional bores are not allowed beneath bridge footings. culvert wingwall
footings_ slope protection or retaining wails.
h. The tip of the drill string shall have a cutter head.
i. Detection wire shall be installed with non-ferrous material.
j. HDPE pipe installed by directional boring shall not be connected to existing pipe or fittings
for one (1) week from die time of installation to allow tensional stresses to relax.
Aerial clearances
73. Vertical clearance of overhead power and eommimication lines shall meet the National Electrical
Safety Code requirements except the minimum vertical clearance shall be 18' for crossings over
NCDOT roadways (24- over Fu113Controlled Access roadways) and 16' for parallel installations.
74. In relation to the bridge, the utility line shall be located with minimum clearances as indicated on the
attachment for NCDOT Required Clearances for Aerial Installations by Encroachment Near
Bridge Structures.

E081-019-21-00193 ENCROACHMENT SPECIAL PROVISONS
Chatham County Town of Pittsboro Page 11 of 14
Pavement Detail and Repair
75. The paving of this roadway shall be in accordance with the latest version of NCDQT Standard
Specifications, Sections 610, 1012 and 1020. The Contractor shall follow all procedures of the
Quality Management System (QMS) for asphalt pavement - Maintenance Version (see
https;/i Connect. nedot. gov/resources/Materials/Materi al sResources/2018°/a200M S°/a 20Asph al
t%20Manual.pdfl, The Contractor must adhere to all testing requirements and quality control
requirements specified.
76. When paving beyond utility installation is involved, a Roadway certification report sealed by a
Professional Engineer shall be submitted to the District Engineers office indicating the following:
• Pavement thickness by type
• Pavement densit-. core and/or test locations
• Base thickness
• Base density
■ Subgrade density
Test frequency and method shall be in conformance with the NCDOTMarerrals and TestsManual.
Test must be performed by a Certified Technician including name and Certification number on report.
77. The minimum pavement design for pavement repair shall be according to NCDQT Standard Drawing
654.01
(https: //connect. nedot.gov/resources/Specifications/2018StandardRdNvvDrwvi ngs/Di vision%2006%2
OAsphalt°f,20Bases%2{nand°/,2{lPavements. pdf] and shall include a mechanical overlay extent to be a
minimum of 25 feet each side of the pavement repair area OR as directed by the District Engineer.
78. Pavement cuts shall be repaired the same day the cuts are made unless an asphalt patch cannot be
accomplished the same day due to material availability- or time restrictions. When the asphalt patch is
not feasible, the fallowing apply:
a. The pavement cut shall be filled to the surface with ABC stone or Flowable Fill per
NCDOT's Standards and Specifications.
b, Once the cut is filled, a minimum a/ -inch steel plate shall be placed and pinned to prevent
moving. Plates shall be designed large enough to span a minimum of 1-foot on all sides on
the pavement cut.
c. When flowable fill is used, it shall cure for 24 hours prior to any asphalt material placement.
Flowable fill bleed water shall not be present during paving operations. Paving shall not
cause damage (shoving. distortion, pumping, etc.) to the flowable fill.
d. Install and leave. "BUMP" signs according to MUTC❑ until the steel plate has been removed.
Once the flowable fill has cured, remove the steel plate. and mill/fill according to the
directions of the District Engineer.
e. All pavement cuts must be sealed with NCDQT approved sealant to prevent future pavement
separation or Cracking.
79. Any pavement damaged because of settlement of the pavement or damaged by equipment used to
perform encroachment work, shall be resurfaced to the satisfaction of the District Engineer, This
may include the removal of pavement and a 50' mechanical overlay. All pavement work and
pavement markings (temporary and final) are the responsibility of the Encroaching Party.

E081-019-21-00193 ENCROACHMENT SPECIAL PROVISONS
Chatham County Town of Pittsboro Page 12 of 14
Post Construction
Close out/ Inspection
80. The Encroaching party shall notify- the District Engineer's office within 2 business days after
construction is complete. The District Engineer may perform a construction inspection. Any
deficiencies may be noted and reported to the encroaching party to make immediate repairs or resolve
anv issues to restore the right-of-way to a similar condition prior to construction, including pavement,
signage, traffic signals. pavement markings, drainage, stnictureslpipes, or other highway design
features.
81. At the discretion of the District Engineer, a final inspection report may be provided to the
encroaching party upon satisfactory completion of the work.
82. A written acknowledgement of the completed work by the district Engineer's office begins the one-
year warranty period associated Aith the performance bond.
83. If the actual constriction differs from the approved plans associated with this encroachment, a copy
of "as -built" plans shall be submitted to the District Engineer's office in a PDF fonnat and in a
current ESRI GIS format within 4 weeks of construction.

E081-019-21-00193 ENCROACHMENT SPECIAL PRGVISONS
Chatham County Town of Pittsboro Page 13 of 14
Attachment for Clear Zone Guidelines from AASHTO
Paa,Yside Design Guide C l G r w Zone r o, b
TABLE 3.1 (Cont'd)
PJ.S. Customary Units]
FORESLOPE.S
BACKSLOPLS
DESIGN
DESiCYN
SPEED
ADT
IV:611
IV:5tl'TO
IVJH
IV-.311
1V:5HTC
1VWf
or flatler
IV:4al
IV-4H
or clatter
40 mph
UNDER 7S0
7 - 1 C
7-10
7 - 10
7 - 10
7- 10
or
750-1500
10-12
12-14
••
111-11
lo- 12
10--12
l es5
1500-6000
12- 14
14- 16
' •
12 - 14
12- 14
12 14
oV LH 6000
14 - 16
16 Is
68
1.14 16
14- 16
14- 16
45-50
UNDER 750
10-1 12
12- 14
•'
8 - 10
$ - 10
10-12
mph
750-1500
14-16
16-20
••
10-t2.
12-14
14-16
l500-60M
16-18
20- 26
••
12-14
14--16
16-18
OVER 6000
20 - Z2
24 - 2fi
•'
14 - 16
18 - 20
20 - 2 2
55mph
UNDER 750
f2-14
14-ib
"
8-10
10 12
10-12
750-1500
16-18
20-24
'•
10-12
14-16
16-18
1500 - 60f10
20 - 22
24 - 30
"
14-16
16 - 18
20 - 22
OVER 6000
22-24
26-32'
••
16-IN
2t1-22
22-24
60 Tnph
UNDER 750
16 - 18
20 - 24
•'
10-12
I2 - 14
14-16
750 - 1500
20 - 24
26 - 32 '
"
12- 14
16 - 18
20 -- 22
1 544 - 60t}0
26 -- 30
32 - 40'
"
14 --18
18 -- 22
24 - 26
OVER 6(W
30 -- 32 •
36 - 44 '
•'
24 - 22
24 - 26
26 -- 28
65-70
UNDER 750
18-20
20-20
10--12
14-16
14-16
Inph
750 1500
24 - 26
28 - 36 •
"'
12-16
18 - 20
20 - 2Z
1500 - 60[1)
28 32 •
34 - 42'
•'
16 - 20
22 - 24
26 - 28
OVER 6000
30 -- 34 •
38 - 46 •
• •
22 - 24
1 26 - 30
1 28 - 30
' Where a site specific investigation indicates a high probability of cantin►ring crashes. or such occurrences are indkeated by crash
history, the designer may provide clear -zone distances greater than the clear -zone shown to 'Table 3.1. C:Icar zones may be limilcd to
30 I't For practicality and to provide a consistent roadway template if previous experience with similar projects or designs indicates
satisfactory performance.
" Since recovery is less likely on the unshielded, traversable I V:3111 slopes, fixed objects should not be present in the vicinity of the toe
of Ihese stapes. Recovery of high-speed vcIticles that encroach beyond the edge of the shoulder may he expected to occur beyond the
ire or slope. Determination of The width of the recovery area at the toe of slope should take into consideration right-of-way
availability, environmental concerns, economic Factors, safety needs, and crash histories. Also, the distance between It+r edgy of the
through [raveled lane and the beginning of the I V:3H slope should influence the recovery area provided at the toe oFslopc. While the
application may be limilcd 1)y sevcral faclors, the Foreslope parawctcm whiLt may enter info determining a maximum desirahlc
recovery area are illustrated in Figure 3.2.

E081-019-21-00193 ENCROACHMENT SPECIAL PROVISONS
Chatham County Town of Pittsboro Page 14 of 14
NCDOT Required Clearances for Aerial Installations Near Bridge Structures
NOT
TO
.9CA1,F.
Any variation to this detail must be
approved by the Division Engineer
and/or State Utilities Manager.
Published by NCDOT Utilities Unit
June 2020
**Minimum
sag clearance
height (See
Note 2)
Bridge Rail
(design varies)
Bridge
Utility Pole (Typical -Power
and/or Telecommunications)
Varies
Horizontal
Clearance to
wire nearest
bridge***
Minimum =
8 Peet + Table `A'
for power OR **See
telecommunications. Note
Any exception must 2
be coordinated with
Division Bridge
personnel prior to
—----------------------------�
Table A —Minimum Horizontal Clearance Distances to POWER Lines
from OSHA
VOLTAGE
MINIMUM CLEARANCE
(nominal, W. alternating
/feet)
current
Up to 50
10
Over 50 to 200
15
Over 200 to 350
20
Over 350 to 500
25
Over 500 to 750
35
Over 750 to 1000
45
Over 1000
As established by the utility
ownerloperator or registered
professional engineer who is a qualified
person with respect to electrical power
transmission and distribution
Energized Phase
Conductor
Power Lines (Typical)*
Neutral Conductor
('Varies in location attached to
Ole)*
Telecommunications line(s)
mounted below any power line OR
on dedicated telecommunication
poles without power lines*
'Note 1: Aerial lines extending to
next pale with lowest elevation at sag
point. Aerial lines drawn as 3-D
effect to represent typical minimum
parallel installation to bridge.
Top of bridge deck extended
Distance varies
to ground
where pole is
installed
MINIMUN SAG CLEARANCE
HEIGHT is 25 fect (applies to
telecotrununications AND power).
***Note 3: HORIZONTAL CLEARANCE EXCEPTION. If vertical sag clearance height for power above bridge deck is
45 feet AND voltage is :5 350kV, then Minimum Horizontal Clearance may be reduced to 3 feet. Any telecommunications
attachment to power pole allowed in this exception must have a minimum 25 feet sag clearance height above bridge deck.

ROUTE PROJECT COUNTY OF
STATE OF NORTH CAROL INA
CHAIHAM
DEPARTMENT OF TRANSPORTATION
-AND-
THREE PARTY RIGHT OF WAY
ENCROACHMENT AGREEMENT ON
CHArhAM PARK INVEarOR3 LLC PRIMARY AND SECONDARY SYSTEM
105 WESTON ESTATES WAY, CARY, NC 27513
-AND-
TOWN OF PITTSBORO
635 EAST STREET, PI-FTSBORO, NG 27312
THIS AGREEMENT, made and entered into this the 23 day of eu .20 22 , by and between the Department
of Transportation, party of the first part; and CHATHAM PARK INVESTORS LLG
party of the second part; and TOWN OF PITTSBORO
party of the third part,
WITNESSETH
THAT WHEREAS, the party of the second part desires to encroach on the right of way of the public road designated as
Route(S) 2700 (CHATHAM PARKWAY) AND 1809 (SUTTLES RD)
US HWY 64
, located IN CHATHAM PARK DEVELOPMENT IN TOWN OF PITTSBORO NEAR
With the construction and/or erection of: Approximately 1,000 LF of 6-Inch PVC force main, 2,400 LF of 124nch PVC water line, and 1,950 LF of 6-inch PVC
reclaimed water along RIMY of Suttles Rd and Chatham Parkway. Construction includes (5) bore and jack locations - (3) to extend reclaimed water or water service across Chatharr
Parkway, (1) force main crossing of Chatham Parkway, and (1) water line crossing of Suttles Rd.
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 UTILITIES ACCOMMODATIONS MANUAL, and such revisions and amendments thereto as maybe in effect at the
date of this agreement. information as to these policies and procedures may be obtained from the Division Engineer or State Utilities
Manager of the party of the first part.
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 ohsiruct 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 installation and existence of the facilities of the party of the second part, and if at any time the parry 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 maybe obtained
from the Division Engineer of the party of the first.
That the party of the second pad 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 party of the first part.
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 )n this agreement is being performed on a completed highway open to traffic; the party of the second part
agrees 10 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 requited.
That In the case of noncompliance with the terms of this agreement by the party 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 party of the
first part.
That it is agreed by both parties that this agreement shall become vuld 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,
FORM RNV 16.6
Rev. February 2021

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. Compliance with Regulations: 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. Nandiscriminatiow The contractor, with regard to the work performed by it during the contract, shall not discriminate an the
grounds of race, color, or national origin in the selection and retention of subcontractors, including procurements of materials
and leases 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 8
of the Regulations.
c. Solicitations for Subcontracts. including Procurements of Maledals and Fauioment: 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 obligatians 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 fails 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 coniractnrs 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. Indoration of Proyis!ons: The contractor shall include the provisions of paragraphs "a" through'T' in 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 request the 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.
That when title to the subject that constitutes the aforesaid encroachment passes from the party of the second part
and vests in the party of the third part, the party of the third part agrees to assume all responsibilities and rights and to
perform all obligations as agreed to herein by the party of the second part.
RIW (166) : Party of the Second Part certifies that this agreement is true and accurate copy of the form
RIW (166) 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
WITNESS:
WITNESS:
DEPARTMENT OF TRANSPORTATION
DocuSigned 6p:
BY:
For 745or:oar,EKA.b]I.VISION ENGINEER
4- = _ .
Tim Smith, Owner/Manager
'.ac�rr Cef1A_7{P^ A2.£ �,.,���� ��C Chatham Park Investors LLC
105 Weston Estates Way, Cary, NC 27513
/` A H Lr , /MrA:..-. 'i­t!Ctry
Second Party
Kent Jackson, Town Engineer
Town Of Pittsboro, NC
635E st Street, Pittsboro, NC 27312
Third Party

Workforce Safety Plan: COVID-19 NCDOT Encroachment ID#: E081-019-21-00193
WORKFORCE SAFETY PLAN
FOR ENCROACHMENT ACTIVITIES: COVID-19
EFFORTS THE N.C. TRANSPORTATION INDUSTRY IS TAKING TO STOP THE SPREAD OF COVID-I9
The North Carolina Depart ment of Transportation (NCDOT) and their partners expect all parties involved in
the delivery of transportation projects to abide by the guidelines issued from the Centers for Disease
Control and Prevention (CDC) and the North Carolina Department of Health and Human Services (NCDHHS).
Response to COVID-19 is rapidly evolving; new information and guidelines may be issued from the CDC,
NCDHHS, or other state or federal agencies. NCDOT and their partners should review the current CDC and
NCDHHS guidance, including the resources listed at the end of this document, for up-to-date information
on how to respond to COVID-19, Additional guidelines may be issued by state or federal agencies that
should be followed in addition to the guidance included in this document.
Though certain Americans with Disabilities Act (ADA) requirements have been relaxed in response to the
pandernic, employers must still maintain al information about employee illness as a confidential medical
record in compliance with the ADA. If an employee is suspected of having or tests positive for COVID-19, it
is essential that management keep the identity of the employee and details related to the employee's
health confidential.
Below are precautions required by NCDOT and from encroaching parties and their contractors performing
construction within NCDOT Rights of Way. The term employee refers to any person ❑n a fob site within
NCDOT right of way for the purpose of constructing or inspecting the work related to construction of a
facility under an approved encroachment agreement and where that employee may or may not be under
employment by or under contract to NCDOT.
EMPLOYEE WELLNESS
■ If an employee has not yet reported to work and develops any COVID-19 symptoms (i.e. fever,
coughing, or shortness of breath) — STAY HOM E and immediately:
a Call a health care provider
n Self -isolate
o Communicate with your supervisor
a Remain calm and follow all instructions from your health care provider
■ Employees who appear to have acute respiratory illness symptoms (i.e. cough, shortness of breath}
upon arrival to work, or become sick during the day, should be separated from others and sent
home immediately. The potentially affected employees should immediately follow the steps
outlined above, which includes immediately contacting a health care provider.
• Should an employee show symptoms of acute respiratory illness or be diagnosed with COVID-19, all
other ernpioyees who have worked in close proximity to the affected employee during the last 14
Updated: 411I12020 Page 1

Workforce Safety Plan: COVID-19 NCOOT Encroachment ID#: E081-019-21-00193
days and all encroachment points of contact indicated at the end of this plan should be notified of
potential exposure to the disease without identifying the affected employee.
• Consideration should be given to employees at "High Risk" of severe illness from COVID-19, who,
per NCDHHS, include employees-
* Over 65 years of age, OR
o With underlying health conditions including heart disease, lung disease, or diabetes, OR
o With weakened immun-asystem
"High Risk" Employees should be given the opportunity to discuss alternate work
arrangements/duties with their employer or take leave according to their company policies.
• For guidance on confirmed positive tests for COVID-19, refer to the most recent version of the
"COVID-19 Guidance for Employees on Encroachment Jab Sites within NCDOT Right of Way"
located on last page of this plan.
PERSONAL HYGIENE
■ Clean hands often by washing with soap and water for 20 seconds, if soap and water are not
available and hands are not visibly dirty, an alcohol -based hand sanitizer that contains 60%-95%
alcohol may be used.
■ Avoid touching your eyes, nose, mouth, or other parts of your face.
■ Do not breathe, cough, or sneeze on another person or into the open air. Employees should cover
their noses and mouth with a tissue when coughing or sneezing (or an elbow or shoulder if no
tissue is available).
• A facemask for covering nose and mouth is encouraged on the job site.
■ Appropriate gloves are encouraged while performing functions of the job.
CLEANING/DISINFECTING
• Wash stations and/or hand sanitizer are encouraged on each project site.
s Appropriate cleaning staff should clean frequently touched surfaces and objects with disinfectants
at a minimum of once per day.
o Office/buildings: door knobs, light switches, phones, computers/keyboards, copy machines,
elevator buttons, toilets, Faucets, sinks, countertops, paper towel dispensers, desktops,
handrails, folders, vending machines, counters, tables, cabinets/knobs, etc.
o ShopYard/lobsite: vehicle/equipment door handles, keys, gear shifts, steering
wheel/operator controls and levers, fuel pump dispensers, touch points on machinery, etc.
o Electronic equipment: cell phones, computers, keyboards, etc.
• Appropriate cleaning staff should sanitize/disinfect facilities and work areas after persons
suspected/confirmed to have COVID-19 have been in the facility or work area.
Updated: 411112020 Page 2

Workforce Safety Plan: COVID-19
NCDOT Encroachment lD#: E081-019-21-09193
GENERAL
o it is recommended to close off access to areas used by the ill persons and wait as long as
practical, 24 hours if possible, before beginning cleaning and disinfection to minimize
potential for exposure to respiratory droplets. Open outside doors and windows to increase
air circulation in the area if possible.
o Appropriate cleaning staff should clean and disinfect all areas used by the ill persons,
focusing especially on frequently touched surfaces,
• 1ncrease communication measures between all parties regarding schedule, daily activities, etc. to
reduce/minimize worker exposure in accordance with but not limited to the requirements below.
• Minimize on -site personnel such as subcontractors, work crews, QC personnel, and inspection staff
to those required for that day's activities. If work is postponed or cancelled, immediately notify
appropriate parties.
Practice "Social Distancing" whenever feasible. Social Distancing is designed to limit the spread of a
disease by reducing the opportunities for close contact between people. All personnel have the
responsibility to remind each other to stay 6 feet or more apart. Examples of Social Distancing
include:
o Reducing face-to-face exposure by using conference calls and video conferencing
■ If an in -person meeting is absolutely required and cannot be rescheduled or
attended remotely, the meeting is limited to a maximum of 10 people while
maintaining Social Distancing of 6 feet or more,
o Avoiding unnecessary travel
■ Do not congregate at lunch or breaks. Bringing your lunch is encouraged.
No communal coolers or drink stations are allowed. Supervisors should confirm with employees
prior to beginning work for appropriate hydration and nutrition availability to employees for the
duration of the employee's shift and without direct contact with others on the job site.
• First line of communication should be by phone, rather than in -person.
• Do not shake hands.
• Do not share iPads, tablets, pens, or clipboards for signing or any other purpose. Take pictures as
proof of attendance at meetings.
• Sharing of Personal Protective Equipment (PPE) is strictly prohibited.
+ Vehicles, equipment, and tools
o Limit the number of people riding in a vehicle together.
o Wipe down and disinfect vehicles after each trip.
a As much as possible, do not share tools or equipment, If a tool or piece of equipment must
be shared, the parts of it that are touched should be sanitized between uses.
[Updated. 411JI2020 Page 3

Workforce Safety Plan: COVID-19 NCDOT Encroachment ID#: E081-019-21-00193
RETURN TO WORK
The following criteria must be followed for an employee who is tested for Covid-19, or asked to
self -quarantine by health officials, or has contact with another employee with a positive test result
to return to work:
o at least a 14-day quarantine; OR
o release by a health care provider.
+ In accordance with CDC guidance, the following criteria must be followed for an employee with a
positive test result to return to work:
o at least 14 days from positive test notification; AND
o at least 3 days (72 hours) have passed since recovery defined as resolution of fever without
the use of fever -reducing medications and improvement in respiratory symptoms (e.g.,
cough, shortness of breath); AND
o at least 7 days have passed since symptoms first appeared.
NCDOT may require certification of fitness to work from a health care provider.
ADDITIONAL RESOURCES
NCDOT and their partners should review the CDC and NCDHHS resources listed below for up-to-date
information on how to respond to COVED-19. Additional guidelines may be issued by state or federal
agencies that should be followed in addition to the guidelines included in this document.
+ NCDHHS COVED-19 Resources:
D htt s: www,ncdhiis. ov divisions ubliC health coronavirus-disease-2019-covid-19-
res onse-north-carollna
+ NCOSHR Communicable Disease Emergency Policy
I)tt s: oshr.nc. ov olicies-farms workplace wellness communicable disease emergency
+ OSHA Guidance on Preparing Workplaces for COVID-19
_ littps:l/www.ostia.povZPublications/`
❑SHA3990, df
■ CDC COVID-19 Resources:
https:j/www.cdc.;gov/co ronavirus2019-ncov index.html
AGREEMENT
The encroaching party shall adhere to the requirements of this plan in order to continue work under their
approved encroachment agreement. Violations to this plan could result in the violating entity not being
allowed to continue work or all work ceasing as determined by the NCDOT District Engineer or Resident
Engineer.
PROJECT POINTS OF CONTACT
updated: 411I12020 Page 4

Workforce Safety Plan: COVIO-19 NCOOT Encroachment IDME0$1-019-21-00193
NCDOT Encroaching Part P mary Contact)
Doc uSigned by: Signature;
Name: District Supervisor '
Name; �
—746oro671F F A47a...
Phone #; _ -- [phone] Phone #:
Primary Contractor to Encroaching Party
(Point of Contact)
Signature:
Name: Contractor TBD After Bid
Phone M
Updated: 411112020 Page 5

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ATTACHMENT FORM
NOTIFICATION FOR UTILITY P NON -UTILITY ENCROACHMENT WITHIN NCDOT RIW
Instructions for use:
This form ruust be coinpleted in its entirety and submitted direct]}, to the designated personnel iu the District Engineers
office via entail. lax or hand delivery a minimum of one week prior to construction for the encroaclunent. If the
designated NCDOT personnel names are unknown by the person completing this forni, please contact the District
Engineer's office to determine that contact info.
Date: 2/23120,,2. Submitted bN, Name: F. Q. Owens
To: District Personnel Name: Mickey Pate
District Personnel Email; mpatel@ncdot,goy
District Fax No.:
This notification is to inform you that we (encroaching party or their contractor) will begin construction
work on the following project in a minitntnn of one vvicek.
Encroachment number
(assigned by NCDOT) for the project
Construction start date:
Approximate ending date:
E081-019-21-0Q1` 3
Contact NCDOT inspector a minimum of 72 hrs. in advance to set-up Preconstruction meeting in the
District Engineer's office or other location as directed by the District Engineer
Preconstruction meeting date & time-
Preconstruction meeting address'
Type of project: Water
�'xamrples: Power. telecommunication. water, sewer, gas, petroleum. other (descrihefi
Contact Info for this project:
COntrIaCtor Company• Name:
Contractor Contact Name:
Contractor Phone Number:
Contractor Email:.
NCDOT Utility Inspector Narne:
F. D. Owens
NCDOT Utility Inspector Phone;
336-318-4000
NCDOT Utility Inspector Email:
[e-mail]
NCDOT Utility Project Manager Nance:
Mickey Pate
NCDOT Utility Project Manager Phone:
336-3 18-4000
NCDOT Utility Project Manager Email:
[e-mail]