Conterra ultra broadband LLC 75978C

`5'CAMA / L7611`11EDGE & FILL
GENERAL PERMIT
New ❑Modification ❑Complete Reissue El Partial Reissue
No. 75978 A B D
Previous permit #
Date previous permit issued
As authorized by the State of North Carolina, Department of Environmental Quality �/ �Q
and the Coastal Resources Commission in an area of environmental concern pursuant to I SA NCAC ( f _
1L pp n� 6 I� C [c}Ru es attached.
Applicant Name CaA+,,fro, ul`I✓" llro� an l.� Project Location: County
Address 1 b r )Z`XI '� �e' °Q f Z Q Street Address/ State Road/ Lot #(s) Teel A'"f °Y
City "'^I a State N �IP �-'�2) l .reZlH73 fic.rwtf`„�t�
0
Phone # ( %j 6� �'� E-Mail kWo o df@ C° h �✓ , o^ r �ubdivisionp "—
C_ zip
Authorized Agent City
❑CW HfW 94TA Eri' ❑PTS Phone# ( ) River Basin
Affected ❑OEA ❑HHF ❑IH ❑UBA ❑N/A Ce✓�'c C.r�tk / A} rw l
AEC(s): Adj. Wtr. Body L (nat /man
❑ PWS: NR.I.J o// �tc✓ter'
ORW: yes /0) PNA yes /(no Closest Mal. Wtr. Body
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Eric T. Woods
Agent or Applicant Printed Name
Signatur *' Please read compliance statement on back of permit**
,Hpo mo �DetlQ0
Application Fee(s) Check#
Permit 0(ficer'sP nted ame /�
Signature _�) a
Issuing Date
Date

®LI&IiMA / 1` REDGE & FILL No. 75978 A B O D
GENERAL PERMIT Previous permit#
New ❑Modification [-]Complete Reissue [-]Partial Reissue Date previous permit issued
As authorized by the State of North Carolina, Department of Environmental Quality ` © Lf
and the Coastal Resources Commission in an area of environmental concern pursuant to I SA NCAC f r U00
/ [3Rules attached.
Applicant Name �0,�'1 tr�a ✓" 1 Project Location: County
Address 1�t91 )2�Xlrbi Roc f 2 Q Street Address/ State Road/ Lot #(s) 7 erm)^"r °
City �" 1 ° State N C_ZIP Q2j j s"g w1 3 4b �tl M! nv J o f se, PY J.
0
Phone # ( C773 66 �, E-Mail e I yoocif� C'°h lubdivision
Authorized Agent � r' � W ° ° `Ql City B�"-A'41 N C— ZIP :)" 1FJ_/
❑ Cw Lfw &?bTA Fg'S ❑ PTS Phone # ( ) — River Basin
Affected 0OFA ❑HHF ❑IH ❑UBA ❑N/A 1-er- Cr-R'K/ A�WW
AEC(s): Adj. Wtr. Body (nat /man / nkn
El Pws:
AL�
ORW: yes / 0 PNA yes / no Closest Maj. Wtr. Body
-I
Type of Project/ Activity 3
a .a�1` adlc
Vt. A.nA0--nn e scale:
(dock)
Pier (d k) length
,l
Fixed Platform(s)
Floating Platform(s)
Finge
Groin
Bulk
_17r_ — (_
Basin, channel
Boat
Boat
ew
Beac
Other
Shor
SAV: not sure
Mor
Photos:
Waiver Attached. yes
A building permit may be required by: % El See note on back regarding River Basin rules.
( Note Local Planning jurisdiction)��}++,,,�[
Notes/ Special Conditions 4/ W
e���,_/a,, Nar
n7'7"•- eJ 1u n-r r-jN lr teQ /'el(a-r -rk- ( Jie rR-unc�.0 �-° r'.2-5�%r e`�UIv my
61t ✓' n / "�-� ter .cy_ or. l
or Applicant Printed Name
Signator ""Please read compliance statement on back of permit"
g60.00 �0+140
Application Fee(s) Check #
Permit0(ficer's Pr nted ame Q
_r) J__ �L� ZI
Issuing Date
Expiration Date

Statement of Compliance and Consistency
This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project isinspected for compliance. The
applicant certifies by signing this permit that [)prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certifythat this project is consistentwith the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
Tar -Pamlico River Basin Buffer Rules ❑ Other:
❑ Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Resources. Contact the Division of Water Resources at the Washington Regional Office (252-946-6481) or the
Wilmington Regional Office (910-796-7215) for more information on how to comply with these buffer rules.
Division of Coastal Management Offices
Morehead City Headquarters
400 Commerce Ave
Morehead City, NC 28557
252-808-2808/I-888-4RCOAST
Fax: [phone]
(Serves: Carteret, Craven, Onslow -
North of New River Inlet- and Pamlico
Counties)
Elizabeth City District
401 S. Griffin St.
Ste. 300
Elizabeth City, NC 27909
252-264-3901
Fax:[phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-796-7215
Fax:[phone]
(Serves: Brunswick, New Hanover,
Onslow - South of New River Inlet -
and Pender Counties)
http://portal.ncdenr.org/web/cm/dcm-home
Revised 7/06/ 17

NC Division of Coastal Mgt. Application Compt!ter Sheet, Page 3 of 3)
Applicant: �pr�ei(o �{��r0. �Yao��a✓q L� �%.��7�
Date:
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found in your Habitat code sheet.
Habitat Name
DISTURB TYPE
Choose One
TOTAL Sq. Ft.
(Applied for.
Disturbance total
includes any
anticipated
restoration or
temp impacts)
FINAL Sq. Ft.
(Anticipated final
disturbance.
Excludes any
restoration
and/or temp
impact amount)
TOTAL Feet
(Applied for.
Disturbance
total includes
any anticipated
restoration or
temp impacts)
FINAL Feet
(Anticipated final
disturbance.
Excludes any
restoration and/or
temp impact
amount
ro knQ
Dredge ❑ Fit[ ❑ Both L7 Other ❑
CFO
�O
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
252.808.2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.ngt revised: 02/15110

U M MP-1
APPLICATION for --,r
Major Development Permit
(last revised 12:27;06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information j
Business Name Project Name (if applicable)
Q `
lJt kxw&- Mq�hA LLG S S
Applicant 1: Fast Name MI Last Name
rrh� ` to
GW<
Applicant 2: First Name MI Last Name
1/a;d;; al epplicanrs, please affect, an addaicnal paga(s) with narnes fisted.
Mailing Address"
Po Box Gly
State
1) (I
2101 FKOPOod 9Co lock
Owrxb) cA,
ZIP
Country
No.
FAX No.
U7A
V•`S•
ioonle
0 '` -IGs '6-10%
Street Address (d different Iron above) ~
City
SS!ate
ZtF
EmaJ
efihkwrtv.,, cow,
2. AgentfContractorInformation
Business Name
GP 0, k
Agent/ Contractor 1: Fist Name Nil -
Last Name • -
c,t�r
P
Agent/ Contrac 2: First Name MI
_ ._.. I
Last Name
....
Mating Address
-30Y-48 WbV- Q4t� ZZ00
PO'Box .. -
City
ZIP
Phone NO. 1
hone No. 2
Z7S�15
qtg •'IS2 • b334• e><x
_ ex,
FAX No.
Contractor p
Street Address (if different Non above)
City Stale
ZIP
j Ernat!
I o�rc.o�® ts�n
�e.Ssouoit'eb�nt,•
<Form continues on back>

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Protect Location
County (can to multiple)
Street Address
State Rd. x
(a,(.4.teci
I SR MS *A 1
Wi' fl t4-13
Subdivision Name
City
State
Zip
bAi,664 arlorw
I %(.
Phone No.
Lot No.($) Cd many, attach additional page with list)
ext.
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
"W-t-e 0,k 0.;VW&syN.
Loh MV4 Ut&
c. Is the water body identified (b) above. natural a marinade?
d. Name the closest major water body to the proposed project site.
tyiin
QNatural QManmade Unknown
%"4
p eir te
e. Is proposed work within city limits or planning jurisdiction?
I. If applicable. list the planning jurisd+ction Or city Writ the proposed
QYes ONO
wwk falls within.
4. Site Description
a. Taal length o(siwreline on the Vad (It J
b. Size of entire tract (so.1t.)
N�A_ _
c. Size of individual lots)
d Approximate etevatZi of tract above NHW (namat high water) or
MIA
(if many for sizes, please attach addtionat page w+th a list)
NWL(norma) water level) r�
4NHW a ❑MAIL a' k5 %
e. Vegetation on tract
n
e;nip. — \�*4Sttla
f. Marl -made features and uses now on tract �...._._�
kALW
g. Identify and describe the existing land uses ?Wiacent to the proposed project site. 1
_ tt;,jt'dtr.�ixJi 1— C.Qe.rr,vGl'v\ Qro QKIrtvh
h. How does local government zone the tract?
I. is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
(�
N Pt
Ores ONO )�NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes Flo
' IL Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ONO
It yes, by whom?
I, is the proposed project located in a National Registered Historic District of does it involve a Oyes ❑No NA
National Register fisted or eligible property?
<Form continues on next pages

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site?
Vas ONO
(i) Are theta coastal wetlands on the site?
"%Yes ONO
Ca) If yes to either p) or (if) above. has a delineation been conducted?
Oyes
(Attach documentation, ifavailable)
n. Describe edseng wastewater treatment facilities.
NIA
o. Describe exsting clinking water supply source.
Nh
p. Describe exstng storm water management or treatment systems.
0th
5. Activities and Impacts
a. Will the project be for commordal, public, or private use?
19COminercal ❑PubllNGovemmenl
❑PrivatelCornmunity
b. Give a brief description of purpose, use, and daily operations of the project when complete.
F,W t-or isae-n& c.nAcJnor lac (AA -rem Cat►41,
c. Describe the proposed construction methpdok.W types of construction equipment to be used during construction. the m:mber of each type
of equipment and where it is to be Voted.
o;rwvi'>'Z ae,A
d. List all development activities you propose.
(,.bk Bar.
a. Are the proposed activities maintenance of an existing project, new work, or both?
�4amt& JT sA& i ft
I. What Is the appro)dmaie total disturbed land area resulting from the Proposed project?
Sq.Ft or ❑Acres
4- W iW t.A _ . _ -fie (reel
—
g. Will the proposed project encroach on any public easement. public atxeesway or other area
Yes ONO [)NA
trial the public has established use of? W
h_ Describe localvn and type of existing and proposed discharges to waters of the state.
i. Wiewastewater or stormwater be discharged into a wetland?
❑Yes ❑No WNA
If yes. will this discharged water be of the same salinity as the receiving water?
❑Yes ONO
j. Is there any mitigation proposed?
❑Yes ONO 1pNA
' ❑ yes. attach a mitigation proposal
<Form continues on back>

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional information
In addition to this completed application form, (MP-i) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, dearly indicate on maps. plats. drawings to distinguish
between work completed and proposed.
c. A site or location map that Is suffidently detailed to guide agency personnel unfamiliar with the area to the site.
it A copy of the deed (with state application only) or other instrument under which the applicant claims We to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
I. A list of the names and complete addresses of the adfacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments /o�n the proposed project to the Division of Coastal Management.
Name 17r.(soa Rt56C.14`ECt�S r ,1 .1 Phone No.
Address ,etf}�- Pce�nfC�oWtl 1�.i l?e eev Cs �. - ----
Name \inw ✓2o r1 Prone No.
Address p�� u6ca
�
Name OfK� Nmor Phone No.
Address (53 V.;M 5C 2cr7bz
g. A list of previous state or federal permits issued for work on one project vacs. Include permit numbers, permittee. and issuing dates.
N�Do't Eo22—oue-►w �0�72 'SsswrA e�llxozo
h. Signed consultant or agent authorization form, if appficable. — -
i. Welland delineation, if necessary.
J. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Afust be s gned by properfy Owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A I -I ). H necessary. If the project invokes expenditure
of public herds of use of public lands, attach a statement documenting compliance with the Nod Carolina Environmental Policy Act.
1 7. Certification and Permission to Enter on Land I
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in 1110 permit. -
I Certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to, the best of my knowledge -
Date 3/Z412010 Print Name Et`v `C Wooat
Signature V"��
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information ❑DCM MP-6 Bridges and Culverts
❑DCM MP3 Upland Development
❑DCM MP-4 Structures Information

DowSign Envelope ID: 949FB326-EC/7A388-BB99-88A731F8C 1 F4
STATE OF NORTH CAROLINA
ROUTE SR-1475, SR-1160, SR-1473 PROJECT COUNTY OF Carteret
DEPARTMENT OF TRANSPORTATION
-AND-
Conterra Ultra Broadband, LLC
2101 Rexford Rd, Ste 200E, Charlotte. NC 28211
RIGHT OF WAY ENCROACHMENT AGREEMENT
PRIMARY AND SECONDARY HIGHWAYS
THIS AGREEMENT, made and entered into this 3rd day of January 20 20 by and between the Department
the
of Transportation, party of the first part; and Conterra Ultra Broadband LLC a duly authorized telecommunication
Utility with principal offices at 2101 Rexford Rd Ste 200E Charlotte NC 28211 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) SR-1475, SR-1160, SR-1473 located Southwest Comerof intersection of.SR-1475 and
SR-1 160continuing parallel to SR 1475 crossing under Adams Creek continuing onto SR-1473 in Core Creek NC
with the Construction and/or erection of: Approximately 1030 linear feet of new 48ct fiber optic cable placed within 2" casing e/w 1 x
125" HDPE conduit via directional 4" bore that will be constructed in the public ROW between two (2) existing handholes.
Please we the accompanying plans drawings maps and addendum for additional details. _
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, end maintenance of the above described facility will be accomplished in accordance with the party of
the first part's latest POU Re en n PROCEDURES cnR ACCOMMODATING UTILITIES ON HIGHWAY RIGHTS -OF -WAY, and such
revisions and amendments the as may be in ellect M the dale ot 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 inverted for any repairs or maintenance to its roadways and structures
necessary due to the installation and existence of the facilities of the party of the second part, and if at any time the party of the rust 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 after 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,
gagmen and other warning devices for the protection of traffic in conformance with the latest Manuel on Uniform Traffic Control Devices
for Streets and Hinhways and Amendments or Supplements thereto. Information as to the above miss 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 pan. 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 oKcial agendas 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 parry of the
first pad.
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 pad 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 pan
agrees to give written notice to the Division Engineer of the party of the first part when all work contained herein has been completed.
Unless specifically requested by the party of the first part, written notice of completion of work on highway projects under construction will
not be required.
That in the case of noncompliance with the terms of this agreement by the party of the second part, the party of the first pad reserves
the right to stop all work until the facility has been brought into compliance or removed from the night of way at no cost to the party of the
first part.
That it is agreed by both parties that this agreement shall became 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 vi th 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 pan of this contract.
b. Nondiscrimination: The contractor, with regard to the work performed by it during the contract, shall not discriminate on the
FORM RNV 16.1 (Rev. July 1, 1977)

DocuSign Envelope to: 949FB326-EC17A388-BB99-88A731F8CiF4
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
of the Regulations.
c. Solicitations for Subcontracts includ'no 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 no8fied by the contractor of the
contractors obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, of
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 contractors noncompliance with the nondiscrimination provisions ofthis
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 pad.
I. Incorporation of Provisions: 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 or 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.
RAN (161) :Party of the Second Part certifies that this agreement is true and accurate copy of the form
RAN (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.
ATTEST OR WITNESS:
�o sivn.dby:
uis�Engineer
DEPARTMENT OF TRANSPORTATION
o«usgvrd w:
BY: i On.{ m Nlunity
RkfeNGINEER
Comusie.wbr:
A aye f5miks
CE95fi]abUEFrG.
Director— Fiber Network Engineering
Conterra Ultra Broadband Conterra Ultra Broadband
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 andfor 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. B 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.
it. 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 centedine of the highway.
3. Minimum vertical clearances of overhead wires and cables above all roadways must centorn 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 lce of slopes in fill sections.
S. All vents should be extended to the right of way line or as otherwise required by the Department.
6. All pipe encasements as to material and strength shall meet the standards and specifications of the Department.
7. Any special provisions or specifcabons 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.
a. The Department's Division Engineer should be given notice by the applicant prior to actual starting of installation
included in this agreement.

a
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER JAMES H. TROGDON, III
GOVERNOR SECRETARY
January 2, 2020
Conterra Ultra Broadband, LLC
2101 Rexford Rd Ste 200E
Charlotte, NC 28211
SUBJECT: Encroachment Contract — Carteret County (E022-016-19-00172)
Attached hereto, for your files, is a copy of the Right of Way Encroachment Contract, which has
been properly executed. The contract covers the following: Replace existing damaged cable
APPROVED SUBJECT TO SPECIAL PROVISIONS:
Specific Requirements:
1. That the party of the second part agrees to provide traffic control devices, lane
closures, road closures, positive protection and/or any other warning or positive
protection devices necessary for the safety of road users during construction and any
subsequent maintenance. This shall be performed in conformance with the latest
NCDOT Roadway Standard Drawings and Standard Specifications for Roads and
Structures and Amendments or Supplements thereto. Where there is no guidance
provided in the Roadway Standard Drawings or Specifications, comply with the
Manual on Uniform Traffic Control Devices for Streets and Highways and
Amendment or Supplement thereto. Information as to the above rules and regulations
may be obtained from the Division Engineer of the party of the first part.
2. All lanes of traffic shall be open on thoroughfares from 6:00 AM until 8:30 AM and
from 4:30 PM until 6:00 PM on weekdays. Approval must be received by the District
Engineer's office at [phone] prior to any lane closure.
3. The encroaching party shall notify the District Engineer's office at [phone]
prior to beginning construction and upon completion of construction.
4. An executed copy of this encroachment agreement, contract, and plans shall be present
at the construction site at all times during construction. If safety or traffic conditions
warrant such action, NCDOT reserves the right to further limit, restrict, or suspend
operations within the right of way.
Mailing Address: Telephone: [phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax: [phone] South Glenbumie Road
District 2: Permitting Office Customer Service: 1-877-3684968 New Bern, 28560
209 South Glenbumie Road
New Bern, 28560 Website: w ncdot.gov

Page 2 of 5
Carteret County
E022-016-19-00172
General Requirements:
1) NCDOT Work Zone Control Qualifications and Training Program. Effective July 1,
2010, all flagging operations within NCDOT Right of Way require qualified and trained Work
Zone Flaggers. Effective July 1, 2011, qualified and trained Work Zone Traffic Control
Supervisors will be required on Significant Projects. Training for this certification is provided by
NCDOT approved training sources and by private entities that have been pre -approved to train
themselves. If you have questions, contact our web site at www.ncdot.org/-wzte, or contact
Roger Garrett with NCDOT Work Zone Traffic Control Unit at [phone] or
rm ag rrett(2ncdot.cov.
2) Ingress and egress shall be maintained to all businesses and dwellings affected by the
project. Special attention shall be paid to police, fire stations, fire hydrants and hospitals.
3) Proper temporary and permanent measures shall be used to control erosion and
sedimentation in accordance with all local, State and Federal regulations.
4) The contractor shall not begin the construction until after the traffic control and erosion
control devices have been installed to the satisfaction of the District Engineer.
5) All workmanship and materials shall conform to North Carolina Department of
Transportation Standards and Specifications manual.
6) All utilities shall be placed in accordance with the manual on Policies and Procedures for
Accommodating Utilities on the Highway Rights of Way.
7) The encroaching parry 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, storm water, wetland,
streams, endangered species and historical sites.
8) 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.
9) Any work requiring equipment or personnel within 5' of the edge of any travel lane of an
undivided facility and within 10' of the edge of any travel lane of a divided facility shall require a
lane closure with appropriate tapers.
10) The encroaching parry is required to contact the appropriate Utility Companies involved
and make satisfactory arrangements to adjust the utilities in conflict with the proposed work prior
to beginning construction.
11) Trenching, bore pits and/or other excavations shall not be left open or unsafe overnight.
The Contractor shall comply with all OSHA requirements and provide a competent person on site
to supervise excavation at all times.
12) Excavation material shall not be placed on pavement. Drainage structures shall not be
blocked with excavation materials. Any drainage structure disturbed or damaged shall be
restored to its original condition as directed by the District Engineer.

Page 3 of 5
Carteret County
E022-016-19-00172
13) All fill areas/backfill shall be compacted to 95% density in accordance with AASHTO
T99 as modified by the NCDOT. All material to a depth of 8 inches below the finished surface of
the subgrade shall be compacted to a density equal to 100% of that obtained by compacting a
sample of the material in accordance with AASHTO T99 as modified by the Department. The
Contractor shall dry or add moisture to the subgrade when required to provide a uniformly
compacted and acceptable subgrade. All material placed in a maximum of 6" lifts.
14) All earth areas disturbed shall be graded, dressed, seeded, mulched, and tacked with
liquid asphalt or other approved means within 10 days of completion of work in any area.
15) Vegetative cover shall be established on all disturbed areas in accordance with the
recommendations of the Division Roadside Environmental Engineer.
16) Any disturbed guardrail shall be reset according to the applicable standard or as directed
by the District Engineer.
17) All roadway signs that are removed due to construction shall be reinstalled as soon as
possible, but at least by the end of the same workday.
18) Right of way monuments disturbed during construction shall be referenced by a
Registered Land Surveyor and reset after construction.
19) Work requiring lane or shoulder closures shall not be performed on both sides of the road
simultaneously within the same area.
20) No parking or material storage shall be allowed along the shoulders of any state -
maintained roadway.
21) Excavation within 500 feet of a signalized intersection will require notification by the
party of the second part to Steve Hamilton, PE, Division Traffic Engineer at telephone number
[phone]. All traffic signal or detection cables must be located prior to excavation.
22) All existing structures, pavement, drainage or otherwise, located inside the Right of Way
that are affected by this work shall be restored to meet the NCDOT Standards and Specifications
as directed by the District Engineer. Any and all repairs required for open pavement cuts will
utilize the same thicknesses of asphalt that was existing; no ABC will be used in the filling of
pavement cuts to get the desired finish elevation of the surface asphalt.
23) All concrete and asphalt driveways within NCDOT right of way shall be crossed by dry
bore methods. Any deviation shall be replaced with like materials and be warranted for three
years to cover all damages resulting from the open cut. Proper Traffic Control; Devices, Signs,
etc., shall be installed to insure public safety.
24) The resetting of the Control of Access fence shall be in accordance with the applicable
NCDOT standard and as directed by the District Engineer.
25) Minimum two feet clearance required for utility installations beneath crossline pipes.
Crossline pipe shall be removed to allow for proper installation of utility. If crossline pipe is
damaged it shall be replaced with new pipe. The utility shall be encased if the clearance is less
than four feet.

Page 4 of 5
Carteret County
E022-016-19-00172
26) Minimum of two feet clearance below the stream bed or flowline of crossline is required.
The utility shall be encased for a minimum distance of ten feet on each side of the centerline of
the stream. The utility cannot be located closer than five feet from the end of crossline pipe.
27) Directional drilling methods have not been given statewide approval for use on NCDOT
right of way. Under no condition shall jetting alone or wet boring with water of utility pipelines
be allowed. Directional boring using jetting with a Bentonite (or equivalent material) slurry is
approved at a minimum depth of ten (10) feet below the pavement surface [fifteen (15') feet
below the surface of partial and/or full control of access roads] and two (2) feet below any ditch
line. Directional boring is not allowed in embankment material. Directional boring is allowed
beneath embankment material in naturally occurring soil. Any parallel installation utilizing the
directional boring method shall be made at a minimum depth of three (3') 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. All directional bores shall maintain ten
(10) feet minimum (clear) horizontal distance from the nearest part of any structure, including but
not limited to bridges, footings, pipe culverts or box culverts. All directional bores shall maintain
ten (10) feet minimum (clear) vertical distance from the nearest part of pipe culverts or box
culverts. Directional bores are not allowed beneath bridge footings, culvert wingwall footings or
retaining walls. The tip of the drill string shall have a cutter head. Detection wire shall be
installed with non-ferrous material. Any changes shall be submitted to the District Engineer for
approval prior to construction. For multiple conduit installations (including perpendicular &
parallel installations), install conduits with five (5) feet minimum (clear) horizontal separation
between each conduit or install multiple conduits within a single duct. An overbore shall not be
more than two (2") inches greater than the diameter of the pipe or encasement. An overbore
exceeding two (2") inches greater than the diameter of the pipe or encasement will 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 two (2") inches of the
diameter of the pine or encasement will arch and no damage will be done to the pavement or sub -
grade. 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.
28) During non -working hours, equipment shall be parked as close to right of way lines as
possible and be properly barricaded in order to not have any equipment obstruction within the
Clear Recovery Area.
29) All soils located inside the Right of Way shall be considered a type "C" soil. All
trenching, shoring and excavation shall follow the OSHA guidelines for this type of soil.
30) All shoulder installation shall remain a minimum of I foot distance per 1 foot depth (1:1
slope) from the edge of pavement to the nearest inside wall of excavation.
31) An adequate swale (8" minimum) shall be constructed over the proposed pipe to channel
water away from roadway to the outlet ditch or drop inlet.
32) Crossing by bore only no open cuts will be permitted.
33) Roadway bores shall be installed perpendicular to the centerline.
34) All roadway crossings that exceed 6" shall be encased.

Page 5 of 5
Carteret County
E022-016-19-00172
35) All roadway crossings by dry bore method shall be a minimum of 3 feet below the
elevation of the existing roadway and 3 feet below the existing ditch.
36) Pipe encasements shall extend from ditch line to ditch line in cut sections, and 5 (five)
feet beyond toe of slope in fill sections, and 3 (three) feet behind curb sections.
37) Directional boring using jetting with a Bentonite (or equivalent material) slurry is
approved at a minimum depth of 10 (ten) feet below the roadway surface (15 feet for controlled
access roadways) and 5 (five) feet below any ditch line. Any changes shall be submitted to the
District Engineer for approval prior to construction.
38) All splice boxes, manholes, and other appurtenances within the NCDOT right of way
shall be located attoutside the right of way line. Manholes and/or vaults shall not be placed in the
ditch line, side slopes of the ditches, or in the pavement.
39) All manholes and/or vaults within NCDOT right of way shall be of pre —approved design.
If any proposed structure is not of a design pre -approved by NCDOT, the encroaching party shall
submit details and design calculations signed and sealed by a State of North Carolina registered
Professional Engineer for approval prior to construction. NCDOT Design Services may be
contacted for an approved design list.
40) Minimum vertical clearance shall be 18 feet for aerial crossings over NCDOT roadways
and 15'-6" for longitudinal parallel installations.
41) Detection tape shall be buried in the trench approximately 1 foot above the fiber optic
cable. 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.
42) Where utility is installed in the Right of Way and are not of ferrous material, a locating
tape shall be installed with the pipeline.
43) Any drop off greater than 2" from the edge of pavement shall be made safe by using a 6:1
slope or flatter for a width of 6 feet.
44) Any utility marker required shall be as close to the right of way line as possible. If it is
not feasible to install markers at or near the right of way line, written approval specific to the site
shall be obtained from the District Engineer prior to installation.
Sincerely,
Eoocusen•a be
. pvt'6w AUVIu^
EEI8FCE0419F461...
R. Preston Hunter, P.E.
Division Engineer

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GENERAL CONSIDERATIONS
The following general considerations are applicable for the location, design,
traffic control devices, open -cuts, installation and maintenance, inspection,
and alteration of vegetation as they relate to utilities hereafter installed
within highway rights -of -way.
Location
1. utility lines should be located as far as possible from traveled
roadway, preferably near the right-of-way line to minimize need for
later adjustment to accommodate future highway improvements and to
permit servicing such lines with minimum interference to highway
traffic.
2. Longitudinal installations should be located on uniform alignment,
preferably near the right-of-way lines as determined satisfactory by the
Manager of Right -of -Way or Division Engineer so as to provide a safe
environment for traffic operation and to preserve adequate space for
planned highway improvements or other utility installations.
Longitudinal installations under the traveled way will not be permitted
except where the utility demonstrates to the satisfaction of the Manager
of Right -of -Way or Division Engineer that an extreme hardship case
exists.
3. To the extent feasible and practicable, utility line crossings of the
highway should cross on a line generally normal to the highway
alignment.
Wherever practicable, the attachment of utilities to highway structures
should be avoided. Because of natural inherent dangers, this is
especially applicable to electrical power lines, liquid petroleum, and
gas lines.
The horizontal and vertical location of utility lines within the highway
right-of-way limits should conform with the type of highway and specific
conditions for the particular highway section involved. The location of
the above ground utility facilities should be consistent with clear
recovery area for the type of highway involved, so as to provide drivers
of errant vehicles which leave the traveled portion of the roadway a
reasonable opportunity to stop safely or otherwise regain control of the
vehicle.
6. In all cases, full consideration should be given to the measures,
reflecting sound engineering principles and economic factors, necessary
to preserve and protect the integrity and visual quality of the highway,
its maintenance efficiency, and the safety of highway traffic.
7. Within areas acquired or set aside for their scenic quality, historic
value, or recreational use, new utility installations may be permitted
only where they do not require extensive removal or alteration of trees
or other natural features visible to the highway user or do not impair
-11-

the visual quality of the lands being traversed. Such areas include,
but are not limited to: scenic strips, scenic overlooks, rest areas,
roadside picnic tables, recreation areas, and the rights -of -way of
highways adjacent thereto, as well as the rights -of -way of sections of
highways which pass through public parks and historic sites. These=
conditions also apply to utility installations needed for a highway
purpose, such as for highway lighting, or to serve a weigh station.or
rest areas. (See Page 42 for additional information on the
beforementioned areas.)
8. If joint use of North Carolina Department of Transportation signal poles
is requested, the Division Traffic Engineer shall be contacted to obtain
approval in writing for the installation prior to submittal of the
encroachment.
9. No utility work shall be allowed in medians less than twice the clear
recovery area for the posted speed plus the width required for the
utility work.
Design
1. The utility should be responsible for the design of the utility facility
to be installed within the highway rights -of -way or attached to a
highway structure. If acceptable, the Manager of Right -of -Way or
Division Engineer will approve the utility proposal with respect to
pressure, the method and location of the utility facilities to be
installed, and the manner of attachment. Upon request, the utility
should submit design criteria and design computations. '
2. Utility installations on, over, or under the rights -of -way of State
highways and utility attachments to highway structures should, as a
minimum, meet the following requirements:
(a) Electric power and communication facilities should conform with the
currently applicable National Electrical Safety Code; however,
applicable specifications found in other sections of this policy
should apply when more restrictive than the National Electrical
Safety Code.
(b) Water and sewer lines should conform with the currently applicable
specifications of the American Water Works Association; however,
North Carolina Department of Health and local specifications and
codes should apply when more restrictive than American Water Works
Association specifications.
(c) Pressure pipelines should conform with the currently applicable
sections of ANSI Standard Code for Pressure Piping of the American
National Standards Institute, applicable industry codes, and Federal
Register including:
1) Power Piping, ANSI, B31.1.0
2) Petroleum Refinery Piping, ANSI, B31.3
3) Liquid Petroleum Transportation, Piping Systems,
U.S. Department of Transportation, Title 49, Part 195,
Minimum Federal Safety Standards
-12-

(4) Gas Transmission and Distribution Piping System,
U.S. Department of Transportation, Title 49,
Part 192, Minimum Federal Safety Standards.
(d) Liquid petroleum pipelines should conform with the currently
applicable recommended practice of the American Petroleum Institute
for pipeline crossings under railroads and highways.
3. All utility installations on, over, or under highway rights -of -way and
attachments to highway structures shall be of durable materials designed
for long service life expectancy and relatively free from routine
servicing and maintenance.
4. On new installations or adjustments of existing utility lines, provision
should be made for known or planned expansion of the utility facilities,
particularly those located underground or attached to bridges. They
should be planned so as to minimize hazards and interference with
highway traffic when additional overhead or underground lines are
installed at some future date. (See "Traffic Control Procedure")
Traffic Control Devices
During construction and any subsequent maintenance, the utility owner shall
use proper traffic control procedures and shall provide proper traffic
control devices that are in conformance with the latest Manual on Uniform
Traffic Control Devices (MUTCD) and the North Carolina Supplement to the
MUTCD. Information as to the above may be obtained from the Division
Engineer or Division Traffic Engineer responsible for the particular
construction area. The Manager of Right -of -Way and the Division Engineer or
their representatives reserve the right to stop any work for noncompliance.
Open -Cut on Paved Roads
The Department discourages the cutting of any pavement to accommodate the
installation of utility facilities. However, it is recognized there are
instances when pavement cuts are reasonable or necessary. The following
controls are applicable for open -cuts of pavement for the installation of
utilities:
1. Cutting of pavement on freeways will not be permitted.
No longitudinal pavement cut will be permitted on any State maintained
road except in cases of extreme hardship.
3. Open -cuts across secondary roads with an ADT of 2000 or less may be
allowed by permit for the installation of utility facilities larger than
2" in diameter. Any exceptions for facilities 2" in diameter or less
will be those mentioned in the following paragraph.
Open -cuts will not be allowed across secondary roads with an ADT in
excess of 2000, or U.S. and N.C. routes which are not classified as
freeways, unless, in the opinion of the Division Engineer, an open -cut
is justified by reason of rock, other utilities, state of repair of the
-13-

existing pavement, or other causes. In those exceptional cases where
open -cut is justified, the Division Engineer should consider in his
approval that construction of open -cut be between daylight hours of 9:00
a.m. and 4:00 p.m., with the ditch being closed or traversable by 4:00
p.m.; or night hours between 7:00 p.m. and 6:00 a.m., with the ditch
being closed or traversable by 6:00 a.m.
5. For open -cut installation standards, see Pages 37-39.
-13.1-

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December 13, 2019
Robby Taylor
District Engineer
NCDOT - Division 2, District 2
209 South Glenbumie Rd
New Bern, NC 28560
Ref: EA161 Conterra CoreCreekRdBore 20191213
County of: Carteret
State Road Numbers: SR-1475, SR-1160, SR-1473
To Whom it May Concern,
Please reference the attached drawings and supporting documents to encroach the North Carolina State right-of-way
(ROW).
The proposed installation entails placement of approximately 1030 linear feet of new 48ct fiber optic cable placed
within new 2" Casing e/w lxl.25" HDPE conduit via directional 4" bore that will be constructed in the public ROW
between two (2) existing handholes. Conduit will be placed horizontally underneath existing conduit beginning on
southwest comer of intersection of SR-1475 and SR-1160, crossing SR-1160 and running parallel along SR-1475,
crossing Adams Creek, continuing onto SR-1473 to last handhole at southeast corner of intersection SR-1473 and
Dickinson Lane.
Refer any discrepancies, questions or concerns to facilitate the resolution of such issues before returning any
NCDOT submittals:
Anthony Pace, Outside Plant Engineer
Telephone number [phone]
Email address: [e-mail]
Please forward approval to Mark Brooks and using the format as shown below to ensure delivery.
Mr. Mark Brooks
Director of Fiber Network Engineering
Conterra Ultra Broadband, LLC
2101 Rexford Rd, Suite 200E
Charlotte, NC 28211
Sincerely,
Conterra Ultra Broadband,, LLC
wkzla
Mark Brooks
Director of Fiber Network Engineering
Conterra Ultra Broadband, LLC 2101 Rexford Road, Suite 200E Charlotte, NC 28211 T 704.936.1800 F 704.936.1801

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EXISTING CONTERRA
FIBER AND DUCT
- PLACE 2" STEEL CASING e/w 1x1.25" HOPE
VIA DIRECTIONAL BORE (5" ) UNDERNEATH
EXISTING DUCT BETWEEN EXISTING HHs
- PLACE ARMORED 48ct FOC INSIDE 1.25" DUCT
- DEPTH:
- 48" -60" ON LAND
- 10' BELOW SR-1160
- 10' BELOW CREEK BED
L
RIGHT OF WAY HAS BEEN VERIFIED FROM AVAILABLE RECORDS
AND FIELD OBSERVATIONS
XnewMd�bNeo
Csllbdon au
UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS
AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT 15 THE
CONTRACTORS RE5PONSIBILTY TO FIELD LOCATE ALL UNDERGROUND
OBSTRUCTIONS AND UTILITIES PRIOR TO CONSTRUCTION. COMPLETE
REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT THE EXPENSE
OF THE CONTRACTOR.
EXCEPT AS MAY BE OTHERWI5E PROVIDED BY CONTRACT THESE DRAWINGS
AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF 6ONTERRA. BOTH
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED.
COPIED OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN
PFRM15�ION.
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SHEET NAME: CORE -CREEK BORE]
MSA
Sank
WO NUMBER: CORE CREEK BORE
WO DESCG CORE -CREEK -BORE
PROJ. MANAGER: Arre Hi - 828-391-9873
ENGINEER: Antky Pam - 484-354-4516
DRAFTER: Mark Brody - 704-936-1739
PROJ. STATUS:
—N—
J J J Flenr 55 CORE_CREEK--BORE]
J _J J St'W EY
J J J Last Auc�cd Bg
J Last Smed 12/13/2019
SUB. INFO
Fiber DrNen. Peode Powered,
Conterra Networks
2101 Rezfoid Rd k200E. ChuIotle. NC 28211

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EXISTING CONTERRA e
HANDHOLE
` -147,9 / OLD BRIDG %
RD
ADAMS CREEK
EXISTING CONTERRA
FIBER AND DUCT
/e%��/ /
/y PLACE 2" STEEL CASING e/w Ix1.25" HOPE
s VIA DIRECTIONAL BORE (5" ) UNDERNEATH
EXISTING DUCT BETWEEN EXISTING HHs
PLACE ARMORED 480 FOC INSIDE 1.25" DUCT
DEPTH:
- 48" -60" ON LAND
- 10' BELOW SR-1160
- 10' BELOW CREEK BED
/e
EXISTING CONTERRA +•, \
RIGHT OF WAY HAS BEEN VERIFIED FROM AVAILABLE RECORDS
AND FIELD OBSERVATIONS
Irnow WNq bAw
Crllbolas ou
UNDERGROUND UTILITIE5 HAVE BEEN PLOTTED FROM AVAILABLE RECORDS
AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT 15 THE
CONTRACTORS RESPON51BILTY TO FIELD LOCATE ALL UNDERGROUND
OBSTRUCTIONS AND UTILITIES PRIOR TO CONSTRUCTION. COMPLETE
REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT THE EXPENSE
OF THE CONTRACTOR.
EXCEPT AS MAY BE OTHERW5E PROVIDED BY CONTRACT THESE DRAWINGS
AND 5PEOFICATION5 SHALL REMAIN THE PROPERTY OF CONTERRA. BOTH
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,
PERPM YR USED FOR ANY PURP05E WITHOUT SPECIFIC WRITTEN
WERRA
®ESlIIINETWORKS
Fiber Driven, Peoole Powered.
HEFT NAME: CORE CREEK_BOREI
M5A
Soak
WO DESC.: CORE CREEK -BORE
PROJ. MANAGER: Arm Ad - 828-391-9873
ENGINEER: AnthaN Pact - 484-354-4516
o ORAFTER: M" Brm. - 7R4-936-1739
mJ
Fkru 56—CORE—CREEK_BOREI
5tdxdByLast Accessed By
Last Saved 12/13/2019
SUB. INFO
Fiber Doven. Pearls Powered.
Conterra Nemorks
2101 Rexford Rd I12(OE, Charlo0e, NC 28211

Name
PURSER,RONALD E ETUX DEBRA
GENOA ASSOCIATES LLC
COLLETTE,RICHARD A
LEONARD,TIMOTHY CLAUDE
WRIGHT,CHARLES E ETUX
JENNINGS
Parcel Number
Physical Address
649003202137000
140 SEA GATE DR
649003205609000 NEWPORT
639901299938000
117 CHURCH GATE LN
639901294922000 NEWPORT
113 DICKINSON LANE
649003300246000 BEAUFORT
Mailing Address
153 RAINS ROAD
0 BLACKSBURG SC 29702
400 PATETOWN ROAD
GOLDSBORO NC 27530
329 CORE CREEK ROAD
0 BEAUFORT NC 28516
5124 EASON ROAD
LAGRANGE NC 28551
113 DICKINSON LANE
BEAUFORT NC 28516
Legal Description
L CORNER SR 1160 CHURCH GATE
ALL BA S1 SEA GATE
ACREAGE - CORE CREEK MARINA
CORE CREEK
LT1 2 WHICHARD'S SD
HWY 101 CORE CREEK
USPS Tracking #
9515 5065 78810022 224185
9515 5065 78810022 2242 08
9514 8065 78810093 2608 31
9515 5065 78810022 224147
9514 8065 78810093 260817

7

UNITEDSTATES _
_. -__ _ _
POSTAL SERVICE
April 24, 2020
Dear Eric Woods:
The following is in response to your request for proof of delivery on your item with the tracking number:
9514 8065 7881 0093 2608 31.
Item Details
Status:
Delivered, Left with Individual
Status Date / Time:
April 4, 2020, 12:24 pm
Location:
BEAUFORT, NC 28516
Postal Product:
First -Class Mail®
Extra Services:
Certified MaiITM
Return Receipt Electronic
Shipment Details
rr_ , 1.
Recipient Signature
Signature of Recipient: ( I 4i
329 CORE CREEK RD
Address of Recipient: BEAUFORT, NC 28516
Note: Scanned image may reflect a different destination address due to Intended Recipient's delivery instructions on file.
Thank you for selecting the United States Postal Service® for your mailing needs. If you require additional
assistance, please contact your local Post Office TM or a Postal representative at 1-800-222-1811.
Sincerely,
United States Postal Service®
475 L'Enfant Plaza SW
Washington, D.C. 20260-0004

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JGUNITEDSTATES
POSTAL SERVICE
April 24, 2020
Dear Eric Woods:
The following is in response to your request for proof of delivery on your item with the tracking number:
9514 8065 7881 0093 2608 17.
Item Details
Status:
Delivered, Left with Individual
Status Date / Time:
April 4, 2020, 12:22 pm
Location:
BEAUFORT, NC 28516
Postal Product:
First -Class Mail®
Extra Services:
Certified MaiITM
Return Receipt Electronic
Shipment
Weight: 5.Ooz
Signature of Recipient: (' w . R��
mov G\q
113 DICKINSON LN
Address of Recipient: BEAUFORT, NC 28516
Note: Scanned image may reflect a different destination address due to Intended Recipient's delivery instructions on file.
Thank you for selecting the United States Postal Service® for your mailing needs. If you require additional
assistance, please contact your local Post Office TM or a Postal representative at 1-800-222-1811.
Sincerely,
United States Postal Service®
475 L'Enfant Plaza SW
Washington, D.C. 20260-0004

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UNITEDSTATES
A POSTAL SERVICE
January 27, 2020
Dear Eric Woods:
The following is in response to your request for proof of delivery on your item with the tracking number:
9515 6065 7881 0022 2242 08.
Item Details
Status:
Delivered, Left with Individual
Status Date / Time:
January 24, 2020, 11:09 am
Location:
GOLDSBORO, NC 27530
Postal Product:
First -Class Mail®
Extra Services:
Certified Mai1TM'
Return Receipt
Return Receipt Electronic
Weight: 3.Ooz
Destination Delivery Address
Street Address:
City, State ZIP Code:
Recipient Signature
400 PATETOWN RD
GOLDSBORO. NC 27530-8132
Signature of Recipient:
400 PATETOWN RD
Address of Recipient: GOLDSBORO, NC 27530
Note: Scanned image may reflect a different destination address due to Intended Recipient's delivery instructions on file.
Thank you for selecting the United States Postal Service® for your mailing needs. If you require additional
assistance, please contact your local Post Office TM or a Postal representative at 1-800-222-1811.
Sincerely,
United States Postal Service®
475 L'Enfant Plaza SW
Washington, D.C. 20260-0004

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UUNITEDSTATES
POSTAL SERVICE
January 29, 2020
Dear Eric Woods:
The following is in response to your request for proof of delivery on your item with the tracking number:
9515 5065 7881 0022 2241 85.
Item Details
Status:
Status Date / Time:
Location:
Postal Product:
Extra Services:
Weight:
Destination Delivery Address
Street Address:
City, State ZIP Code:
Delivered
January 29, 2020, 3:36 pm
BLACKSBURG, SC 29702
First -Class Mail®
Certified MaiITM
Return Receipt
Return Receipt Electronic
3.Ooz
153 RAINS RD
BLACKSBURG, SC 29702-9633
Signature of Recipient: Y- - _.
Zn IA�V JU SL A
153 RAINS RD
Address of Recipient:
Note: Scanned image may reflect a different destination address due to Intended Recipient's delivery instructions on file.
Thank you for selecting the United States Postal Service® for your mailing needs. If you require additional
assistance, please contact your local Post OfficeTM or a Postal representative at 1-800-222-1811.
Sincerely,
United States Postal Service®
475 L'Enfant Plaza SW
Washington, D.C. 20260-0004

UNITEDSTATES
1 POSTAL SERVICE
January 27, 2020
Dear Eric Woods:
The following is in response to your request for proof of delivery on your item with the tracking number:
9515 5065 7881 0022 2241 47.
Item Details
Status:
Status Date / Time:
Location:
Postal Product:
Extra Services:
Weight:
Destination Delivery Address
Street Address:
City, State ZIP Code:
Delivered, Left with Individual
January 24, 2020, 10:39 am
LA GRANGE, NC 28551
First -Class Mail®
Certified MaiIM
Return Receipt
Return Receipt Electronic
5.Ooz
5124 EASON RD
LA GRANGE, NC 28551-8702
Signature of Recipient: Ei51�w1�i�
5jg1 Jn1& age
Address of Recipient: � V -- ^�
Note: Scanned image may reflect a different destination address due to Intended Recipient's delivery instructions on file.
Thank you for selecting the United States Postal Service® for your mailing needs. If you require additional
assistance, please contact your local Post Office TPA or a Postal representative at 1-800-222-1811.
Sincerely,
United States Postal Service®
475 L'Enfant Plaza SW
Washington, D.C. 20260-0004

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Check Request
Requested By: _Eric Woods Mail to Vendor? Y
Overnite to Vendor? N
Today's Date: 05/06/20 Return to Requester? N
Date Check Needed: 5/13/2020
Requested By Kim Brown
Make Check Payable To: NCDEQ
Vendor Address:
NC Division of Coastal Management
C/O Stephen Lane
400 Commerce Ave
Morehead City, NC 28557
Check Amount $ 400.00
Description of Charge: _C019101006219 SE -NC CAPEX Maint Carteret Co - Core Creek
Bore OSP
NOTE:
Cost Codes: Indicate what category on the Job Cost Spreadsheet:
Project ID # _ C019101006219
Creek Bore OSP
Sales BB
Project Name SE -NC CAPEX Maint Carteret Cc - Core
COS BH
G&A
Sales BH

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