79399A_Currituck County_20210816

XCAMA / ADREDGE & FILL ) ^(' 1t
GENERAL PERMIT Previous permit # Sl?�YSA
ew �iModification .-Complete Reissue ._:Partial Reissue Date previous permit issued
As authorized by the State of North Carolina, Department of Environmental Quality /
and the Coastal Resources Commission in an area of environmental concern pursuant to I SA NCACfl
5 les attached.
Applicant Name atc � - zzk, t ____.. _. _._.____._ Project Location: County CGJi i {4.ck,
Address. _C!.$3„ }�}'t, _ Street Address/ State Road/ Lot #(s)C
City �� i �c State ALCi ZIP�6- -;fL_liq_l r_S�._.11_�[.i."
Phone # E-Mail of o,w_4 ti I. Ci+.,4tck ySubdivision
—
Authorized Agent __.----..._.. _ _ --___— — - _ _ city %�,� k — _ ZIP.. -Z.1 � ��3
Affected ClCW ktW dPTA ✓ES I PTS Phone # ( } River Basin w
AEC(s): OEA CI HHF U IH _ USA ) N/A Adj. Wtr. Body ; k, r mac, unkn
a PwS: 1 _
ORW: yes no, PNA yes no� Closest Mal. Wtr. Body. ck►
Type of Project/ Activity n)(.%.J sk-bxy,_c Lx,��,Q.t:�- P-no� � r,Af . ;2,k.
C1.,0t (Scale: N7S )
Pier (dock) length
FixedPlatform(s)
FloatingPlatform(s)
Finger pier(s)—.
Groin length
number
Bulkhead/ Riprap length _ _ y t
01
avg distance offshore
max distance offshorei�JCCye :..._
Basin, channel R \ 1 \ L
cubic yards
Boat ramp 6
Boathouse/ Boathft t
Beach BulldozingOther
b i l
i
1
Shoreline Length%. I
SAV: not sure yes ® (A sle- f
ic)
Moratorium: n/a yes no
Photos: es no
Waiver Attached: yes no �-`:
A building permit maybe required by: C tm ��c ` - See note on back regarding River Basin rules.
( Note Local Planning Jurisdiction) If
�t
Notes/ Special Conditions J H 1(,00 CvtiS rt r� 16 rt • L'.-�Pr 49i li. e_ L ion iv/oy!f (�O/c.
f• - I !'�.r •a�T �'/�(�ll.y ii����� Ple ;J. /-)-l.Li �•�f'�. M 1.1+•� ( %,Cnf'� l�•�Ti..i �)-{Aon t-1':`Y.YI ,{L�.i
Agent or Applicant Printed Name
>( r
Signature "Please read compliance statement on back of permit ae
14, _qc2.Q __ _ _ _ _ __ __ cQs� S_i r t
Application Fee(s) Check #
Pe it0 tcer's Pri ted Name
Signature
Issuing Date Expiration Date

K. O
G' Eric T. Weatherly, P.E.
County Engineer
663
June 2, 2021
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Deloise L. Stonecypher Heirs
320 Pecan Estates
Angleton, TX 77515
Re: Currituck County
Construction of Water Main Under Coinjock Canal
For the Mainland Water System Upgrades
Dear Madam or Sir:
Currituck County
153 Courthouse Road, Suite 302
Currituck, North Carolina 27929
252-232-6035
FAX [phone]
[e-mail]
This letter is in reference to Currituck County's (County) application to CAMA to issue a General
Permit for the construction of a 16" diameter water main 10' under the Coinjock Canal. This
water main will be constructed adjacent to your property and within the North Carolina
Department of Transportation rights -of -way on SR 11 A3 (Worth Guard Road) and SR 1 167
(Waterlily Road).
The County currently has a 10" water main which crosses under the canal. There are concerns that
if it were to break or develop a major leak, the repair could be time consuming and possibly
disrupt water supply to approximately 25% of the water system's customers. The County wishes
to install a new, backup water main for redundancy under the Coinjock Canal in case of a failure.
The new water main will be installed by directional boring methods 10' under the bottom of the
canal and cause no disturbance to the canal. The new water main will be connected to the
existing water main on each side of the canal within the NC DOT rights -of -way.
The permit application process requires the County to notify all adjacent property owners to the
Coinjock Canal proposed crossing by Certified Mail. If you have no objection to the County's
proposed Coinjock Canal crossing, please sign and date the bottom of this letter and return in the
enclosed self-addressed, stamped envelope. I have also enclosed a copy of this letter for your
records. If you have comments, please attach them to this letter when you return it to this office.
If your signed copy is not received by this office within fifteen (15) days of your receipt of this
letter, it is considered you have no comments.

If you have any questions about this project, please clo not hesitate to contact me by email at
eric.weatherly(o-)currituckcountync.aov or phone at [phone].
Sincerely:
COUNTY OF CURRITUCK
Eric T. Weatherly, PE
County Engineer
Enclosures:
Self-addressed envelope
Copy: Will Rumsey, Utilities Director
Signature Date
SENDER:• •N COMPLETE THIS SECTIONON DELIVERY
■ Complete items 1, 2, and 3. A. Signa 1,4� j
■ Print your name and address on the reverse I 13 Agent
so that we can return the card to you. El Addressee
■ Attach this card to the back of the mailpiece,Date of ivory
or on the front if space permits.
rF-
Delouise Stonecyper�
320 Pecan Estates
Angleton, TX 77 31.E
3. Service Type
❑ Prioritys ©
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❑ Adult Signature
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Registered Mail—
❑Registered
❑ Adult Signature Restricted Delivery
❑ Registered Mail Restrictr '
9590 9402 2553 6306 0603 5$
Certified MailO
ertified Mall Restncted Delivery
Delivery
❑ Return Receipt for
Collect on Delivery
Merchandise
2. Article Number (Transfer from service label)
0 Collect on Delivery Restricted Delivery
�S m ignature Confiration*
�J'Signature Confirmation
7016 1370 0001 3660 5981
teured Mail
tsured Mail Restricted Delivery
Restricted Delivery
PS Form 3811, July 2015 PSN 7530-02-000-9053
Domestic Return Receipt

e
Eric T. Weatherly, P.E.
County Engineer
1669
June 2, 2021
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
William F. Carter
119 Carters Court
Coinjock, NC 27923
Re: Currituck County
Construction of Water Main Under Coinjock Canal
For the Mainland Water System Upgrades
Dear Madam or Sir:
Currituck Co
153 Courthouse Road, Suite 302
Currituck, North Carolina 27929
252-232-6035
FAX [phone]
[e-mail]
This letter is in reference to Currituck County's (County) application to CAMA to issue a General
Permit for the construction of a 16" diameter water main 10' under the Coinjock Canal. This
water main will be constructed adjacent to your property and within the North Carolina
Department of Transportation rights -of -way on SR 1 143 (Worth Guard Road) and SR 1 167
(Wateriily Road).
The County currently has a 10" water main which crosses under the canal. There are concerns that
if it were to break or develop a major leak, the repair could be time consuming and possibly
disrupt water supply to approximately 25% of the water system's customers. The County wishes
to install a new, backup water main for redundancy under the Coinjock Canal in case of a failure.
The new water main will be installed by directional boring methods 10' under the bottom of the
canal and cause no disturbance to the canal. The new water main will be connected to the
existing water main on each side of the canal within the NC DOT rights -of -way.
The permit application process requires the County to notify all adjacent property owners to the
Coinjock Canal proposed crossing by Certified Mail. If you have no objection to the County's
proposed Coinjock Canal crossing, please sign and date the bottom of this letter and return in the
enclosed self-addressed, stamped envelope. I have also enclosed a copy of this letter for your
records. If you have comments, please attach them to this letter when you return it to this office.
If your signed copy is not received by this office within fifteen (15) days of your receipt of this
letter, it is considered you have no comments.

or
If you have any questions about this project, please do not hesitate to contact me by email at
eric.weatherly,'Wcurrituckcountync.gov or phone at [phone].
Enclosures:
Self-addressed envelope
Copy: Will Rumsey, Utilities Director
Signature
■ Complete items 1, 2, and 3.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
William Carter
119 Carters Ct.
Coirtiock, NC 21923
Sincerely:
COUNTY OF CURRITUCK
Eric T. Weatherly, PE
County Engineer
Date
Agent
rl
Addre
;ceived by (Printed Name) J C l ate of Duel
ddress different from item 1? ❑ Yes
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❑ Priority Mail 1= 0
❑ Adult Signature
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Mail
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❑ Adult Signature Restricted Delivery
❑ Registered Mail Restricted
Certified Male
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9590 9402 2553 6306 0603 65
Certified Mail Restricted Delivery
❑ Return Receipt for
❑ Collect on Delivery
❑ Collect on Delivery Restricted Delivery
Merchandise
Signature Confirmation-
signature
2. Article Number (transfer from service labeO
ail
Confirmation
7 016 1370 0001 3660 5998
ail Restricted Delivery
Restricted Delivery
PS Form 3811, July 2015 PSN 7530-02-000-9053
Domestic Return Receip-,

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K
Az'
%t Eric T. Weatherly, P.E.
County Engineer
166
June 2, 2021
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Richard F. Davis, II
103 John Cabot Court
Kill Devil Hills, NC 27948
Re: Currituck County
Construction of Water Main Under Coinjock Canal
For the Mainland Water System Upgrades
Dear Madam or Sir:
Currituck Cou
153 Courthouse Road, Suite 302
Currituck, North Carolina 27929
252-232-6035
FAX [phone]
[e-mail]
This letter is in reference to Currituck County's (County) application to CAMA to issue a General
Permit for the construction of a 1 6" diameter water main 10' under the Coinjock Canal. This
water main will be constructed adjacent to your property and within the North Carolina
Department of Transportation rights -of -way on SR 1 143 (Worth Guard Road) and SR 1 167
(Waterlily Road).
The County currently has a 10" water main which crosses under the canal. There are concerns that
if it were to break or develop a major leak, the repair could be time consuming and possibly
disrupt water supply to approximately 25% of the water system's customers. The County wishes
to install a new, backup water main for redundancy under the Coinjock Canal in case of a failure.
The new water main will be installed by directional boring methods 10' under the bottom of the
canal and cause no disturbance to the canal. The new water main will be connected to the
existing water main on each side of the canal within the NC DOT rights -of -way.
The permit application process requires the County to notify all adjacent property owners to the
Coinjock Canal proposed crossing by Certified Mail. If you have no objection to the County's
proposed Coinjock Canal crossing, please sign and date the bottom of this letter and return in the
enclosed self-addressed, stamped envelope. I have also enclosed a copy of this letter for your
records. If you have comments, please attach them to this letter when you return it to this office.
If your signed copy is not received by this office within fifteen (15) days of your receipt of this
letter, it is considered you have no comments.

If you have any questions about this project, please do not hesitate to contact me by email at
eric.weatherly(d)currituckcountxnc.gov or phone at [phone].
Sincerely:
COUNTY OF CURRITUCK
Eric T. Weatherly, PE
County Engineer
Enclosures:
Self-addressed envelope
Copy: Will Rumsey, Utilities Director
iSJhature Da
■ Complete Items 1, 2, and 3. A. Signature
■ Print your name and address on the reverse x
so that we can return the card to you.
s Attach this card to the back of the mailplece, B. Receiyeo.
or on the front if space permits.K-�
Richard Davis II
103 John. Cabot Ct
Kill Devil Hills, NC 27948
MAgent
❑ Addressee
9dress different from Item 1? ❑ Yes
r delivery address below: E2 No
1
3. Service Type
❑ Priority Mail Express®
❑ Adult Signature
❑ Registered MaIITM
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❑ Relum Receipt far
Merchandise
❑ Collect on Delivery
O colect on Delivery Restricted Delivery MIgnature ContiirmatlonTM 1
❑ Signature Confirmation
2. Article Number (ranter from service labe)}
7 016 1370 0001 3660 5974
1 Insure! Map
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PS Form 381 1,July 2015 PSN 7530-02-000-9053
Domestic Return Receipt

ucx coL�T�
f' Eric T. Weatherly, P.E.
County Engineer
166%
June 24, 2021
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Guard Family Partners, LLC
C/O Herbert Williams
338 Muddy Creek Road
Hertford, NC 27944
Re: Currituck County
Construction of Water Main Under Coinjock Canal
For the Mainland Water System Upgrades
Dear Madam or Sir:
Currituck Cou
153 Courthouse Road, Suite 302
Currituck, North Carolina 27929
252-232-6035
FAX [phone]
[e-mail]
This letter is in reference to Currituck County's (County) application to CAMA to issue a General
Permit for the construction of a 16" diameter water main 10' under the Coinjock Canal. This
water main will be constructed adjacent to your property and within the North Carolina
Department of Transportation rights -of -way on SR 1 143 (Worth Guard Road) and SR 1 167
(Waterlily Road).
The County currently has a 10" water main which crosses under the canal. There are concerns that
if it were to break or develop a major leak, the repair could be time consuming and possibly
disrupt water supply to approximately 25% of the water system's customers. The County wishes
to install a new, backup water main for redundancy under the Coinjock Canal in case of a failure.
The new water main will be installed by directional boring methods 10' under the bottom of the
canal and cause no disturbance to the canal. The new water main will be connected to the
existing water main on each side of the canal within the NC DOT rights -of -way.
The permit application process requires the County to notify all adjacent property owners to the
Coinjock Canal proposed crossing by Certified Mail. If you have no objection to the County's
proposed Coinjock Canal crossing, please sign and date the bottom of this letter and return in the
enclosed self-addressed, stamped envelope. I have also enclosed a copy of this letter for your
records. If you have comments, please attach them to this letter when you return it to this office.
If your signed copy is not received by this office within fifteen (15) days of your receipt of this
letter, it is considered you have no comments.

If you have any questions about this project, please do not hesitate to contact me by email at
eric.weatherly(Q7currituckcountync.gov or phone at [phone].
Sincerely:
COUNTY OF CURRITUCK
Eric T. Weatherly, PE
County Engineer
Enclosures
Copy: Will Rumsey, Utilities Director
IV i /') —�' .
Signature Da e
zq
■ Complete Items 1, 2, and S.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
Herbert Williams
338 Muddy Creek Road
Hertford, NC 27944
II��III�IIIIII�IIII IIIIIII IIIIIIIIIII I �II III
9590 9402 2553 6306 0603 10
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17 Adult Signature Restricted Delivery
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❑ Certified Mail Restricted Delivery
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❑ Collect on Delivery Restricted Delivery
Merchandise
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❑ Insured Mail
❑ Ignature Confirmation I
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Sheet Title:
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Notes:
Plan and
1. Atlantic Intracoastal Waterway information obtained from a map prepared by the ACOE for
Profile
Currituck County Veteran's Park property located 1400' north of this site. (Map #: sawnavgis-'0"0"'.
Sheet No.:
2. Elevations shown on this profile taken from As -Built drawings for the existing RO Outfall Pipe crossing
prepared by McDowell & Associated engineering dated 124-2009.
C-01

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOvERNOR
July 26, 2021
County of Currituck
153 Courthouse Road
Currituck, NC 27929
County: Currituck
J. ERIC BoYErrE
SECRETARY
Subject: Encroachment to allow you to install a water main on SR 1143 and SR 1167.
Dear Applicant,
Attached for your records is a copy of the approved encroachment package to allow you to install
a 16" water main by directional bore beneath SR-1143 and adjacent SR-1167 to cross the
Coinjock Canal. After installation of a reducer, this main will then cross SR-1167 before tying
into the existing 10" main on the Northeast side of SR-1167. Any and all damages done to
State Routes must be properly repaired. Unless construction has begun, this approval will
expire on July 26, 2022. Please feel free to contact the District Office at [phone] if you
have any questions.
Sincerely yours,
DocuSipned by:
/y
757334A95FOc4D5...
David B. Otts, PE
District Engineer
Attachments
Cc: Division Engineer (W/Attachments)
County Maintenance Engineer (W/Attachments
1929 North Road Street, Elizabeth City, NC 27909 Phone: [phone]; Fax: [phone]

Encroachment General Provisions
Our mission is to safely and efficiently manage and facilitate as much as practicable the
SR 1143 & SR 1167 CURRITUCK COUNTY
Pre -Construction Notices
PCN 1 Approval may be rescinded upon failure to follow any of the provisions in this permit and may be
considered a violation of the encroachment agreement.
PCN 2 The Encroaching party or their contractor shall provide the following notices prior to construction activity
within the NCDOT Right of Way:
A) Three (3) business days advance phone call at telephone [phone] to the District Engineer's
office
B) If the construction falls within the limits of an NCDOT managed construction project, five (5)
business days advance phone call to the Resident Engineer, Mr. Tatum at [phone]
Failure to provide these notifications prior to beginning construction is subject to the Division Engineer's
discretion to cease construction activity for this encroachment. NCDOT reserves the right to cease any
construction or maintenance work associated with this installation by the encroaching party until the
construction or maintenance meets the satisfaction of the Division Engineer or their representative
PCN 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.
PCN 4 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 notifying other utility owners and providing protection and
safeguards to prevent damage or interruption to existing facilities and maintain access to them.
PCN 5 The encroaching party shall notify the appropriate municipal office prior to beginning any work within the
municipality's limits of jurisdiction.
PCN 7 Trenching, bore pits and/or other excavations shall not be left open or unsafe overnight.
PCN 8 Excavation within 1000 feet of a signalized intersection will require notification by the encroaching party
to the Division Traffic Engineer, Jason Davidson, at telephone number [phone], no less than one
week prior to beginning work. All traffic signal or detection cables must be located prior to excavation.
Cost to replace or repair NCDOT signs, signals, pavement markings or associated equipment and
facilities shall be the responsibility of the encroaching party.
PCN 9 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.
RW 1 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.

Encroachment General Provisions
Our mission is to safely and efficiently manage and facilitate as much as practicable the
SR 1143 & SR 1167 CURRITUCK COUNTY
RW 2 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.
RW 4 Encroaching party shall be responsible for obtaining all necessary permanent and/or temporary
construction, drainage, utility and/or sight distance easements.
RW 6 No commercial advertising shall be allowed within NCDOT Right of Way.
RW 8 The installation within the Control of Access fence shall not adversely affect the design, construction,
maintenance, stability, traffic safety or operation of the controlled access highway, and the utility must be
serviced without access from the through -traffic roadways or ramps.
Work Zone Traffic Control
TC 1 Traffic control shall be coordinated with the District Engineer, Mr. Otts at telephone [phone], prior
to construction.
TC 2 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.
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].
TC 3 The party of the second part shall employ traffic control measures that are in accordance with the
prevailing federal, state, local, and NCDOT policies, standards, and procedures. These policies,
standards, and procedures include, but are not limited to the following:
TC 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 minimum requirement where higher supplemental
standards specific to North Carolina are not established. Use fundamental principles and best practices
of MUTCD (Part 6, Temporary Traffic Control).

Encroachment General Provisions
Our mission is to safely and efficiently manage and facilitate as much as practicable the
SR 1143 & SR 1167 CURRITUCK COUNTY
TC 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.
TC 5 Ingress and 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.
TC 7 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.
TC 8 Two-way 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.
TC 9 Work requiring lane or shoulder closures shall not be performed on both sides of the road simultaneously
within the same area.
TC 10 Any work requiring equipment or personnel within 5 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 Roadway Standard Drawings or MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES.
TC 13 Any pavement markings that are damaged or obliterated shall be restored by the encroaching party at no
expense to NCDOT.
TC 14 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://www.youtube.com/watch?v=AOuYa5lW3dg&feature=youtu.be
TC 15 Parking and material storage shall not be allowed along the shoulders of any NCDOT roadways, any
NCDOT roadways along the route and adjacent to the route.
TC 16 During periods of construction inactivity, place approved traffic control drums 3' minimum from the
existing travel way.
TC 17 Any violation of the Traffic Control provisions will result in the termination of the encroachment agreement
and liquidated damages in the amount of $2,000 per hour or any portion thereof and will be assessed by
the District Engineer's office.

Encroachment General Provisions
Our mission is to safely and efficiently manage and facilitate as much as practicable the
SR 1143 & SR 1167 CURRITUCK COUNTY
Environmental Regulations
EC 1 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 information 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]
EC 2 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 any work on the Right of Way. Failure to provide this information shall be grounds for
suspension of operations. Proper temporary and permanent measures shall be used to control erosion
and sedimentation in accordance with the approved sediment and erosion control plan.
EC 4 All erosion control devices and measures shall be constructed, installed, maintained, and removed by the
Encroacher in accordance with all applicable Federal, State, and Local laws, regulations, 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 the latest NCDOT
Standards Specifications for Roads and Structures 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.
EC 5 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 6" above the ground)
is required when trees within C/A 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.
EC 6 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.
EC 7 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
USACE.
EC 8 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.

Encroachment General Provisions
Our mission is to safely and efficiently manage and facilitate as much as practicable the
SR 1143 & SR 1167 CURRITUCK COUNTY
EC 10 Vegetative cover shall be established on all disturbed areas in accordance with the recommendations of
the Division Roadside Environmental Engineer.
General
G 1 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.
G 2 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.
G 3 Any REVISIONS marked in RED on the attached non -PE sealed plans shall be incorporated into and
made part of the approved encroachment agreement.
G 4 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.
G 5 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.
G 6 A minimum of 5 feet clearance is required for utility installations beneath or near drainage pipes,
headwalls, and a minimum of 2 feet clearance below the flowline of streams. If directional drilling, a
minimum 10 feet clearance distance is required from drainage structures and a minimum of 5 feet below
flowline of streams.
G 7 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.
G 8 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.
G 10 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.
G 12 Right of Way monuments disturbed during construction shall be referenced by a registered Land
Surveyor and reset after construction.
G 13 All Traffic signs moved during construction shall be reinstalled as soon as possible to the satisfaction of
the Division Engineer or their representative.
G 14 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.

,*,Encroachment General Provisions
Our mission is to safely and efficiently manage and facilitate as much as practicable the
SR 1143 & SR 1167 CURRITUCK COUNTY
G 15 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.
G 16 All driveways disturbed during construction shall be returned to a state comparable with the condition of
the driveways prior to construction.
G 18 If the approved method of construction is unsuccessful and other means are required, prior approval must
be obtained through the District Engineer before construction may continue.
G 19 Open cut of pavements SHALL NOT be allowed without prior approval from the District Engineer. Boring
shall be utilized. If allowed, appropriate traffic control, pavement protection measures, and pavement
repair techniques as stated in these provisions, NCDOT manuals, and as directed by the District
Engineer shall be utilized.
G 20 Where an installation is by open cut, the pavement shall be neatly sawed or cut full depth. Patches must
be regular, square or rectangular in width (4 straight sides), i.e. no irregular edges. The replacement
base and surface shall extend a minimum of one foot beyond the excavated opening on each side.
Pavement cuts shall be repaired with bituminous material the same day the cut is made. If the open cut
is required for more than one day, the Encroaching party shall place a temporary bituminous patch at the
close of each day's operations, and place the permanent repair immediately upon completion of the open
cut operations. Concrete or aggregate repairs are prohibited for cuts in bituminous pavement surfaces.
G 21 The proposed utility shall be placed at a minimum depth of 3' from finished ground for plowing or
trenching installations.
G 22 Strict compliance with the Policies and Procedures for Accommodating Utilities on Highway Rights of
Way manual shall be required.
G 23 The encroaching party may delegate the performance of certain provisions of this agreement to
contractors or other parties. However, this shall not in any way release the encroaching party from its
obligations to the terms and provisions of the encroachment.
G 24 The encroaching party shall assume all responsibility, obligation, and liability for maintenance and
operation of the installation permitted under this encroachment agreement. This condition shall be
conveyed in any future buy, lease, sell or rental agreement. In the event that the encroaching party, or
any future responsible party should fail to satisfy this condition, NCDOT reserves the right close or
remove the installation at the encroaching party's expense.
G 25 A one-year warranty shall be required on all work performed within the NCDOT right of way. It shall
commence after District review and acceptance of the completed work associated with the
encroachment.

3 Encroachment General Provisions
Our mission is to safely and efficiently manage and facilitate as much as practicable the
SR 1143 & SR 1167 CURRITUCK COUNTY
Engineering
E 1 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: ASTM
Standards, Manual on Uniform Traffic Control Devices, NCDOT Utilities Accommodations Manual,
NCDOT Standard Specifications for Roads and Structures, NCDOT Roadway Standard Drawings,
NCDOT Asphalt Quality Management System manual, and the approved plans.
E 3 Regulator stations, metering stations, cathodic test stations, and anode beds are not permitted within
NCDOT right of way. Header wires are permitted.
L 1 All utility access points, such as manholes, vaults, handholes, 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, handholes, splice boxes, junction boxes and vaults and
covers shall be flush with the ground when 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 aerially.
L 2 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.
Excavation
EX 1 Excavation material shall not be placed on pavement.
EX 2 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.
EX 3 The utility shall be installed within 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 the 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 11 slope is not recommended include groundwater depth is above
bottom of excavation or excavation is deeper than 10 feet or in Type 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.

Encroachment General Provisions
Our mission is to safely and efficiently manage and facilitate as much as practicable the
SR 1143 & SR 1167 CURRITUCK COUNTY
EX Open Travel
Lane 5 ft —Existing Groun
I min � �i Line
Edge of
Theoretical Pavement _
2:1 (H:V) V — Bottom of
Slope HExcavation
EX a Temporary shoring shall be designed and constructed in accordance with current NCDOT Standard
Temporary Shoring provisions (refer to https://connect.ncdot.gov/resources/Specifications/Pages/2018-
Specifications-and-Special-Provisions.aspx and see SP11 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 policy,
shall be completely backfilled and compacted at the end of each construction day. No portion of the
trench shall be left open overnight. Any excavation that is not backfilled by the end of the workday must
address any safety and traveling public concerns including accommodations for bicycles, pedestrians and
persons with disabilities.
EX 5 The trench backfill material shall meet the Statewide Borrow Criteria. The trench shall be backfilled in
accordance with Section 300-7 of the latest NCDOT Standard Specifications for Roads and Structures,
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 DOT.
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.
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. The option to backfill any trenches with dirt or either #57 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.
EX 6 All roadway sections, ditch lines and slopes, and shoulders affected by the operations under this
encroachment shall be restored to the satisfaction of the District Engineer.

Encroachment General Provisions
Our mission is to safely and efficiently manage and facilitate as much as practicable the
SR 1143 & SR 1167 CURRITUCK COUNTY
B 1 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.
2 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 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 the 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) installations and refers to maximum
diameter of hole drilled and not the dimension of the carrier or encasement pipe.
Diameter of Drilled Hole Minimum Depth of Cover
(Back 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 36" 15 feet or greater
C) Under fully controlled access roadway installations, the 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 (S) feet (cover) 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 maintain 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
walls.
H) The tip of the drill string shall have a cutter head.
Detection wire shall be installed with non-ferrous material.

Encroachment General Provisions
Our mission is to safely and efficiently manage and facilitate as much as practicable the
SR 1143 & SR 1167 CURRITUCK COUNTY
J) HDPE pipe installed by directional boring shall not be connected to existing pipe or fittings for one
(1) week from the time of installation to allow tensional stresses to relax.
B 3 Multiple conduits may be directionally bored with the same bore as long as the diameter of the annular
space and conduit is no greater than 6" or the annual space is no greater 2" clear from carrier pipe
whichever is less.
B 4 All borings shall be made as perpendicular to the roadway as much as practicable. Any bore exceeding 6
inches shall be cased.
B 5 All bores shall provide the following vertical clearances unless stipulated elsewhere: 3' from pavement
subgrade, 3' from ditch line, 3' clear from culverts/conduit, otherwise 3' from finished grade.
B 6 Pavement settlement, buckling, or heaving shall be reapired as directed by the District Engineer. This
may include removal and replacement of pavement and subbase, associated overlay, pavement marking
replacement, etc. as directed by the District Engineer. Any replacements shall be done with like or better
materials as approved by the District Engineer.
Pavement Repair
PR 4 The minimum pavement design for pavement repair shall be according to NCDOT Standard Drawing
654.01 (https://connect.ncdot.gov/resources/Specifications/2018StandardRdwyDrawings/Division%200
6%20Asphalt%20Bases%20and%20Pavements.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.
PR 5 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 following apply:
A) The pavement cut shall be filled to the surface with ABC stone or Flowable Fill per NCDOT's Standarc
and Specifications.
B) Once the cut is filled, a minimum '/.-inch steel plate shall be placed and pinned to prevent movin(
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 MUTCD until the steel plate has been removed. Once th
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 NCDOT approved sealant to prevent future pavement
separation or cracking.
PR 6 Where an installation is by open cut, the pavement shall be neatly sawed or cut full depth. Patches must
be regular, square or rectangular in width (4 straight sides), i.e. no irregular edges. The replacement
base and surface shall extend a minimum of one foot beyond the excavated opening on each side.
Pavement cuts shall be repaired with bituminous material the same day the cut is made. If the open cut
is required for more than one day, the Encroaching party shall place a temporary bituminous patch at the
close of each day's operations, and place the permanent repair immediately upon completion of the open
cut operations. Concrete or aggregate repairs are prohibited for cuts in bituminous pavement surfaces.

Encroachment General Provisions
Our mission is to safely and efficiently manage and facilitate as much as practicable the
SR 1143 & SR 1167 CURRITUCK COUNTY
PR 7 Any pavement damaged because of settlement of the pavement or damaged by equipment used to
perform encroachment work, shall be re -surfaced 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.
1 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 any issues to restore
the right-of-way to a similar condition prior to construction, including pavement, signage, traffic signals,
pavement markings, drainage, structures/pipes, or other highway design features.

STATE OF NORTH CAROLINA
ROUTE SR1143 & SR1167 PROJECT COUNTY OF Currituck
DEPARTMENT OF TRANSPORTATION RIGHT OF WAY ENCROACHMENT AGREEMENT
PRIMARY AND SECONDARY HIGHWAYS
-AND-
Countv of Currituck
Road
THIS AGREEMENT, made and entered into this 26 day of JULY 20 21 by and between the Department
of Transportation, party of the first part; and County of Currituck
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
Route(s) SR1143 (Worth Guard Rd) and SR1167 (no name) , located At the end of each road next to the Coinjock Canal
and consisting of a new water main to be directionally bored under the Coinjock Canal. The new water main will tie into the
existing water main on each side of the canal by open cut of the dead-end street.
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 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 parry of the second part, and if at any time the parry of the first part
shall require the removal of or charges 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 oonsidered 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 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 constriction will
not be required.
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 faclity 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 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. 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. 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 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 B
FORM R/W 16.1 (Rev. July 1, 1977)

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 nofified by the contractor of the
contractor's obligations urder 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 A 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 A 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 "r 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.
R/W (161) : Party of the Second Part certifies that this agreement is true and accurate copy of the form
RNV (161) 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.
DEPARLMFNTT�OF TRANSPORTATION
BY: Au`�'C�r
GINEER
ATTEST OR WITNESS: DISTRICT
Countl of 9kLuck County of Currituck
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11
L n Walton, Clerk to the Board of Commissioners Ben Stikeleather, County Manager
Second Party
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 below, their signature.
This agreement must be accompanied, in the form of an attachment, by plans or drawings showing the following applicable information:
1. All roadways and ramps.
2. Right of way lines and where applicable, the control of access lines.
3. Location of the existing and/or proposed encroachment.
4. Length, size and type of encroachment.
5. Method of installation.
6. Dimensions showing the distance from the encroachment to edge of pavement, shoulders, etc.
7. 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, the Department's roadway plans may be seen at the various Highway Division Offices, or at the
Raleigh office.)
8. Drainage structures or bridges if affected by encroachment (show vertical and horizontal dimensions from
encroachment to nearest part of structure).
9. Method of attachment to drainage structures or bridges.
10. Manhole design.
11. On underground utilities. the depth of bury under all traveled lanes, shoulders, ditches, sidewalks, etc.
12. Length, size and type of encasement where required.
13. On underground crossings, notation as to method of crossing - boring and jacking, open cut, etc.
14. Location of vents.
GENERAL REQUIREMENTS
1. Any attachment to a bridge or other drainage structure must be approved by the Head of Structure Design in Raleigh
prior to submission of encroachment agreement to the Division Engineer.
2. All crossings should be as near as possible normal to the centerline of the highway.
3. Minimum vertical clearances of overhead wires and cables above all roadways must conform to clearances set out in
the National Electric Safety Code.
4. Encasements shall extend from ditch line to ditch line in cut sections and 5' beyond toe of slopes in fill sections.
5. All vents should be extended to the right of way line or as otherwise required by the Department
8. All pipe encasements as to material and strength shall meet the standards and specifications of the Department.
7. 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 agreement provided that
such information cannot be shown on plans or drawings.
8. The Department's Division Engineer should be given notice by the applicant prior to actual starting of installation
included in this agreement.

16""" WATER MAIN CROSSING
Atlantic Intracoastal Waterway
CURRITUCK COUNTY
Vicinity Map
7 05 0 11,1 1es
Mainland Water System
Maple, North Carolina
June 2021
These plans were prepared by:
Currituck County Engineering Department
153 Courthouse Road, Suite 302
Currituck, NC 27929
This project shall adhere to previously
approved NC DEQ, Public Water Supply
Section Standard Specifications for Currituck
County Water Department, Serial Number 11-
00630
Sheet Title
Sheet No.
Cover
Cover
Plan and Profile
C-01
Notes
C-02
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Date: 06/01/2021
Scale: Noted
Drawn: Checked:
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Sheet Title
Cover
Sheet No.:
Cover

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. Water Surface
Proposed 16" Backup Water Main
450 LF installed by directional bore
Maintain 10' depth under canal bottom
Canal
Existing Grade
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Notes:
1. Atlantic Intracoastal Waterway information obtained from a map prepared by the ACOE for
Currituck County Veteran's Park property located 1400' north of this site. (Map
#: sawnavgis-2011-052).
2. Elevations shown on this profile taken from As -Built drawings for the existing
RO Outfall Pipe crossing
prepared by McDowell & Associated engineering dated 12-0-2009.
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Date: 06101,122
Scale: 1 in = 20R
Drawn: Checked:
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Sheet Title:
Plan and
Profile
Sheet No.:
C-01

Supplemental Construction Notes
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General
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• This project shall adhere to the "Standard Specifications and Details for the Currituck County Water Department and the Southern Outer Banks Water System" (copy included with the contract documents).
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• Water main pipe and appurtenances shall meet the County standard specifications for trenchless utility and water distribution.
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• Contractor to install new 16" water main with a minimum cover of 36" below grade except under the venal which shall be 10' below the bottom of all portions of the canal.
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• Water main sections installed by horizontal directional drilling shall be either:
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p 18" HDPE DR-9 or DR-11 depending on pull distance
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0 16" Fusible PVC DR-18 or 21 depending on pull distance
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o The Contractor shall use push -on joint PVC C-905 DR 21 for all other sections. The Contractor is responsible for all transition fittings.
o Stringing of pipe locations shall be determined by the Contractor. Roadways and driveways shall not be blocked by the pipe unless the Contractor provided a traffic control plan which is approved by the County.
2
• All push -on joint pipe and mechanical joint fittings shall include restrained joints. All push -on pipe and mechanical joint fittings shall be restrained up to and including the transition to the fused welded HDD pipe.
• Water for flushing will be provided by the County Water Department at no cost.
• Relationship of water main and existing sewer mains: Maintain at least 10' lateral separations unless local conditions and barriers prevent 10" separation, in which case the water main that crosses a sewer shall be laid a
minimum vertical distance of 18 inches from the outside of the water main and the outside of the sewer, either above or below the sewer, with preference to the water main located above the sewer. One length of
water pipe shall be located so that both joints will be as far from the sewer as possible.
• Provide a minimum distance of 12" between the proposed water main and all other existing utilities.
C 3
Site Work
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• Call NC One Call service at 1-800-632-4949 not less than three working days before performing work. It is the contractor's responsibility to avoid existing utility conflicts.
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• Existing utilities show on the plans are approximate and were taken from plans for existing County projects in the work area as well as preliminary locates by the utility companies. The County does not take responsibility
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for the accuracy of the existing utilities shown of the plans.LLJ
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• Contractor to perform test hole excavation to locate existing utilities that cross the new 16" water main.
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• Any disturbed areas shall be restored in accordance seeding specifications. Maintenance beyond the contract completion date will not be required.
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• Contractor shall temporarily relocate traffic signs as required for construction. Stop signs shall always be visible during construction. Contractor shall re -install traffic signs per NCDOT requirements.
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• Driveways that are disturbed or open cut shall be backfilled with clean soil and mechanically compacted in 12" lifts. 4" of ABC stone shall be used for final top layer. No driveway or road shall be blocked without an
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alternate access.
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• All work within the Department of Transportation Right -of -Way shall adhere to the encroachment agreement with Currituck County. Any and all damages done must be properly repaired. Requirements include pre-
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construction notices, traffic control and pavement repair according to NCDOT standards.
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Date: 06/01/21
Scale: None
Drawn: I Checked:
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Sheet Title
Notes
Sheet No.:
C-02

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