18504_PAMLICO COUNTY & BEACH, MARTIN (CO. MGR.)_19971112

O
Applicant Name
Address
City
CAMA AND DREDGE AND FIL
GENERAL
PERMIT
as authorized by the State of North Carolina
Department of Environment, Health, and Na
NOV 2 0 1997
COASTAL MANAGEMENT
MOREHEAD
in an area of environmental concern pursuant to 15A NCAC
Project Location (County, State Road, Water Body, etc.)
Type of Project Activity
4
85
C�t 9
I Resources Commission
Phone Number
State Zip
�fi r
PROJECT DESCRIPTION
SKETCH
1ie C (SCALE:
Pier (dock) length
Ir",,
/ /%� n
C7�S" li�,l?'�� ,ff-, �r/ C>•if1? t7//�r�,+�-r� f;:�rYp'�� �F�17`f'�t! let`- 7-'7
C1Nr X11114
�f, l F r
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Z d/! r`c.;r� �c:�•� � jl�� rt1��15�'T C:ytr(,.
,1'140'!4111 :�� ``.,`aJ:
✓ / / / /
l��trs � //rjrtr��c! �l,a, -Jf� lK�/; .//%''r-r,•,,_�{,.i,r( i., Yv_<,�
every. fJ" i'��r a'rt.. ( �I>P i� %T k'i..: -Y7•r,- .J! y - �.!f.� f t
1
% r
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Groin lengthJ
number
Bulkhead length
max. distance offshore
Basin, channel dimensions
cubic yards
Boat ramp dimensions
Otherze*
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,
imprisonment or civil action; and may cause the permit to be-
come null and void.
This permit must be on the project site and accessible to the
permit officer when the project is inspected for compliance.
The applicant certifies by signing this permit that 1) this pro-
ject is consistent with the local land use plan and all local
ordinances, and 2) a written statement has been obtained from
adjacent riparian landowners certifying that they have no
objections to the proposed work.
r%
f applicant's signature
permit officer's signature
issuing date expiration date
attachments r Al. /6C'L/
In issuing this permit the State of North Carolina certifies that
this project is consistent with the North Carolina Coastal application fee.
Management Program.

COUNTY OF PAMLICO, BAYBORO, N.C. 28515
No.
30-7120.491 - $50.00.
PC, BOX 776
BAYBORO, N.C. 28515
First Citizens Bank & Trust Company 66-30
Bayboro, N.C. 28615
531
"PROVISIONS FOR THE PAYMENT OF THIS WARRANT (OR ORDER)
HAS BEEN MADE BY AN APPROPRIATION DULY MADE OR A BOND
THRZE VOID IF NOT PRESENTED FOR PAYMENT IN 60 DAYS
OR TE E A
TH"L OC GOVERNMENT
NO DULY AU 0 I D BY
L
BUDGET AND FISCAL CONTROL ACT."
AND 00/100****************** DATE
PAY TO THE ORDER OF
r CAMA
G Pc.issay
10-2-97
118069 7 5011' I:0 5 3 100 3001: 4 7 L 5000 L 3011■
No. 069750
AMOUNT
***$50.00******
AUT IORIZED SIGNATURE
AUTHORIZED SIGNATURE

NORTH
ml
I -
1 NORTH PRONG
OF BAY RIVER - - ,L
1LIG + + SCOASTAL
1997
EDGE OF WETLANDS! d.IL GEMENT
AD
y� 1�It
IJL
• y23DO, +
---------- — — DUCTAL
RESTRAINT JOINT
r,
PROPMED
SALVE P 1 VA N �+1— DUCTAL IRON PIPE VA R
To BAYBQRO - — — — — — — — — BRIDGE — — — — - N.C.S,R, 1002 (THIRD ST.) - -
+ — — —
+ IL —
EDGE OF WETLANDS y` LLt
• — — IL
IL
'y
A,ICI[ — —
SCALE 1 " =100'
PAMLICO COUNTY WATER SYSTEM
WA TER LINE EXTENSION
�c-7- 97

State of North Carolina
Department of Environment,
Health and Natural Res
Division of Coastal Manage nt
James B. Hunt, Jr., Gover or NOV 2 U 1997
Wayne McDevitt, Secretar
COASTAL .ANAGEMEN-,
Roger N. Schecter, Directo MOREHEAD
November 1 ,
Mr. Martin Beach
County Manager
County of Pamlico
P.O. Box 776
Bayboro, NC 28515
Dear Mr. Beach:
bctUt
NCDENR
NOF7TH CAROLINA DEPARTMENT OF -
ENVIRONMENT AND NATURAL RESOURCES
Attached is General Permit #018504-C granting authorization to Pamlico County for the
installation of approximately 220' of water line within the Estuarine Waters, Estuarine Shoreline,
Public Trust Areas and Coastal Wetlands Areas of Environmental Concern (AECs). The project
is located on the North Prong of Bay River, off SR 1002, in Bayboro, Pamlico County.
Please make note of the conditions associated with this permit. This includes the
conditions that are stated on the permit as well as those attached to the 711.1600 regulations and
the NCDOT Encroachment Contract. Also, please make sure that your consultant and contractor
are aware of these conditions. In order to validate this permit, please sign all three (3) copies as
indicated. Retain the white copy for your files and return the yellow and pink signed copies to us
in the enclosed, self-addressed envelope.
Your early attention to this matter would be appreciated.
Sincerely,
M. Ted Tyndall
Coastal Management Rep.
MTT
Enclosures
cc: James N. Galloway, Carolina Benchmark
Hestron Plaza II, 151 B, Highway 24, Morehead City NC 28557 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% Recycled / 10% Post -Consumer Paper

NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
P. 0. Box 1587
Greenville, NC 27835
March 24, 1997
COUNTY: Pamlico (21-97-02)
SUBJECT: Encroachment Contract - The County of Pamlico
Mr. Martin H. Beach
County Manager
County of Pamlico
P.O. Box 776
Bayboro, N.C. 28515
Attached hereto, for your files, is a copy of the Right of Way Encroachment
Contract which has been properly executed. This contract covers the following:
Installation of approximately 1.1 miles of 12" PVC water line along SR 1002
including a road bore under SR 1203; also 1 fire hydrant and appurtenances
shown on the attached plans.
APPROVED SUBJECT TO:
(1) Notify the District Engineer's Office in New Bern [phone] prior
to beginning and upon completion of work.
(2) Workmanship and materials to conform to D.O.T. standards and
specifications. Use of Class 200 minimum strength PVC pipe required.
(3) Contact the appropriate Utility Company(ies) involved and make
satisfactory arrangements to adjust the utilities in conflict with the
proposed work prior to construction.
(4) Any pavement or drainage structure disturbed or damaged shall be
restored to its original condition as directed by the District Engineer.

Page -2-
Mr. Martin H. Beach - Manager
The County of Pamlico
March 24, 1997
(5) Traffic Control Devices shall be in accordance with the Manual on
Uniform Traffic Control Devices and amendments or supplements
thereto. Proper traffic control devices, signs, etc. shall be installed to
insure public safety.
(6) Trenching, bore pits, and/or other excavations shall not be left open or
unsafe overnight. -
(7) Fill areas/backfill material to be thoroughly compacted to 95% original
density. All trenched material shall be compacted in maximum 6"
layers by mechanical tamp or other previously approved method of
compaction. Any material removed from the trench/pit that is
contaminated or unsuitable for backfill shall be disposed of off DOT
right of way.
(8) Dress, seed and mulch all disturbed areas in accordance with
Attachment #3. This operation to be performed on a weekly basis.
Under no circumstances shall rye grass be allowed (abruzzi or
otherwise) for the seeding of areas within the right of way.
(9) Proper temporary and permanent measures shall be used to control
erosion and sedimentation in accordance with all local, State and
Federal regulations.
(10) When surface areas in excess of one acre will be disturbed, the
Encroaching Party shall submit to the District Engineer 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.
(11) It shall be the responsibility of the encroaching party to remove all
temporary erosion control measures once a satisfactory vegetative
cover has been established.

Page -3-
Mr. Martin H. Beach - Manager
The County of Pamlico
March 24, 1997
(12) All roadway signs are to be replaced at the end of the same work day.
(13) Water mains under all concrete and asphalt driveways, and State
maintained roads within the State right of way crossed by this
construction shall be installed per attachments #1 and #2 entitled
Special Provisions - Untrenched Construction. Any open cut in
contradiction to the -above will be allowed only with written permission
from the property owner.
(14) No open cut of pavement on SR 1002 or SR 1203 will be allowed.
(15) Remain 3 foot minimum or 1 foot distance per 1 foot depth from edge of
pavement whichever is greater for shoulder installations. Remain 5
foot minimum from edge of pavement to edge of bore pit.
(16) Remain 5 foot minimum from the installation to any part of a pipe
culvert. --
(17) Strict compliance with the Policies and Procedures for Accommodating
Utilities on Highway Rights of Way Manual shall be required.
(18) Where pipelines are installed in the right of way and are not of ferrous
material, a locating tape shall be installed with the pipeline.
(19) In cases where less than minimum bury is necessary or where bores
are greater than 6", the pipe shall be protected with a casing.
(20) Hydrants, valves, manholes, and other appurtenances shall be located
-- -- - - --at the -right of way or to not interfere with maintenance activities. All
appurtenances to be located flush with existing ground elevation.
(21) Fire hydrants shall be the break -away type and shall be placed a
minimum distance of 6 feet back of curb and gutter sections and back
of ditch in roadway sections. Where there is no ditch, the hydrant will
be placed as far as possible from the pavement edge within right of

Page -4-
Mr. Martin H. Beach - Manager
The County of Pamlico
March 24, 1997
way outer limits.
(22) Due to the nature of the proposed work, the Division Engineer may
assign an inspector to make periodic inspections as the work
progresses, the cost of which shall be borne by the encroaching party.
(23) The Department of Transportation does not guarantee the right of way
on these roads, nor will it be responsible for any claim for damages
brought by any property owner by reason of the installation.
(24) No portion of the right of way shall be used for parking equipment
during construction.
(25) A $10,000 Performance Bond shall be submitted to the District Office
prior to beginning of work.
(26) Upon completion of the work, the utility owner shall submit an "as built"
set of plans to the District Engineer's Office which shall include
accurate information as to the horizontal distance to the facility from
edge of main travel way and general depth in relation to existing
natural ground. -
Sincerely,
C. E. Lassiter, Jr., P.E.
DIVISION'ENGINEER
CEL,jr:WCR------------ ---
Attachment
cc: Mr. J. B. Williamson, Jr., Manager of Right of Way
Mr. A. C. Everett, District Engineer
File

State of North Carolina F I L E
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Roger N. Schecter, Director
November 12, 1997
Mr. Martin Beach
County Manager
County of Pamlico
P.O. Box 776
Bayboro, NC 28515
Dear Mr. Beach:
A'MT4 � x W, J
NCDENii
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Attached is General Permit #018504-C granting authorization to Pamlico County for the
installation of approximately 220' of water line within the Estuarine Waters, Estuarine Shoreline,
Public Trust Areas and Coastal Wetlands Areas of Environmental Concern (AECs). The project
is located on the North Prong of Bay River, off SR 1002, in Bayboro, Pamlico County.
Please make note of the conditions associated with this permit. This includes the
conditions that are stated on the permit as well as those attached to the 7H.1600 regulations and
the NCDOT Encroachment Contract. Also, please make sure that your consultant and contractor
are aware of these conditions. In order to validate this permit, please sign all three (3) copies as
indicated. Retain the white copy for your files and return the yellow and pink signed copies to us
in the enclosed, self-addressed envelope.
Your early attention to this matter would be appreciated.
Sincerely,
M. Ted Tyndall
Coastal Management Rep.
MTT
Enclosures
cc: James N. Galloway, Carolina Benchmark
Hestron Plaza 11, 151 B, Highway 24, Morehead City NC 28557 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% Recycled / 10% Post -Consumer Paper

GIOUN I Y OF PAMLICU, BAYBORO, N.C. 28515
No.
30-7120.491 - $50.00.
1
COUNTY OF PAMLICO
P.O. BOX 776
BAYBORO, N.C. 28515
"PROVISIONS FOR THE PAYMENT OF THIS WARRANT (OR ORDER)
HAS BEEN MADE BY AN APPROPRIATION DULY MADE OR A BOND
OR NOTE DULY AUTHORIZED BY THE "LOCAL GOVERNMENT
BUDGET AND FISCAL CONTROL ACT."
First Citizens Bank & Trust Company 66-30
Bayboro, N.C. 28515
531
VOID IF NOT PRESENTED FOR PAYMENT IN 60 DAYS
No. 069750
*******�Y*�c�c4c9c�c�cie4c4c�Y9c4c*�Y�Y9c�c�IFTY*4c�c�c�c�e4c�c4e�c�Y�c*4c4c*�4�c4c4c�c AMOUNT
AND 00/100****************** LTE
PAY TO THE ORDER OF ***$50.00******
FCAMA
AU T IORIZED SIGNATURE
G P c• I sso 41 -� _.._
AUTHORIZED SIGNATURE
116069 7 5011' 1:0 5 3 100 3001: 4 7 1 5000 13011,

CAMA AND DREDGE AND FILL
_Y GENERAL N? 018504 -C
PERMIT
as authorized by the State of North Carolina
Department of Environment, Health, and Natural Resources and the Coastal Resources Commission
in an area of environmental concern pursuant to 15A NCAC 07W. /bon
Applicant Name rQ/n�Eo �O�s[Yl/ /c ./`/L"y7i-H /�Q�Phone Number. %Ys-3/33
Address 7r.
City �Pwt"kro State NC zip
Project Location (County, State Road, Water Body, etc.)
Type of Project Activi y s _fZ2o r « 2-
17
PROJECT DESCRIPTION SKETCH %AEC- e5z_dl AjAEu/, CT (SCALE: �� )
Pier (dock) length /
'�
Groin length
number a-- IheliCC[}_u'` C'Yt W-le e? 11,1,e �(uT/C{�� l77y--��/7
Bulkhead length CryLW ey We �s�i�'lU � J� Gf%l7'�/�JcS' a•- 1�4 Z,"te L�X7` ,4,6n.
V v
max. distance offshore _PLeZAe � i TTnr c cCu�iN�
�) %//-zral
Basin, channel dimensions
"k761411 4e CZc/X,-, W �
�) A// C'c fic� chS r iU Cbc' T 6L c*v ze-lw r e,1 l
cubic yards
3% A 7�1Y�.'�t%`Jlc j CiCyf� i inin �c1 aS�Y�/1 EQ�n I ��G'YIC� Flits-+
Boat ramp dimensions
Other L(�[t'Fd�l.`Zt itC77'Cf� /IG �" Q42ee I:��L7�itt'd ZY
��rs -re sw�c� s %�rzs at,� c.. o�%n;,,.is►,-
cic, 2lx>�`��c�• Cv�t7cc�r•
.�� 7�i.r ��.r/ :.c- Qr1Y�icr•-,�n� ✓� `G— �-Zicc�i `r� �7a.q�� r �ieC
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,
imprisonment or civil action; and may cause the permit to be-
come null and void.
This permit must be on the project site and accessible to the
permit officer when the project is inspected for compliance.
The applicant certifies by signing this permit that 1) this pro-
ject is consistent with the local land use plan and all local
ordinances, and 2) a written statement has been obtained from
adjacent riparian landowners certifying that they have no
objections to the proposed work.
applicant's signature
-/4/ led A, V,,
permit officer's signature
/f -/z- 97
issuing date expiration date
attachments 0 711• 16ee
In issuing this permit the State of North Carolina certifies that
this project is consistent with the North Carolina Coastal application fees$/ CrC
Management Program.

NORTH
IL
V 11.11V1 I I 1•Inr
ldlc —
IL
NORTH PRONG
OF BAY RIVER
>�
EDGE OF WETLANDS — �.
E
A, 1 Yi300,
— (12' RESTRAINT �-------
12,
PROPOSED DUCTAL IRON P
VATER
VALVE
P pR VA R
To BAYBDM - — — — — — — — — — BRIDGE — — — — - N,C.S,R, 1002 (THIRD ST.) - -
I — —
EDGE OF WETLANDS IL
IL
.L —
IL
SCALE 1 " =100'
P.A AIL C0 C0 UNT Y WATER SYSTEM
WA TER LINE EXTENSION
1o_-/_q-7

CAROLINA
BENCHMARK
CAROLINA BENCHMARK
ENGINEERS —SURVEYORS —PLANNERS
INCORPORATED
November 5, 1997
Mr. M. Ted Tyndall
N.C.D.E.H.N.R.
Hestron Plaza II
151-B Hwy. 24
Morehead City, NC 28557
Re: Pamlico County Water System
Bay City Road Extension
Dear Mr. Tyndall,
NOV 0 7 1997
COASTAL MANAGEMENT
Attached is an Application for CAMA Minor Development Permit, that we
discussed several months ago, with a check for $50.00, and attachments. If you
need any further information or if there are any questions please call me at
919-756-8440.
Thank you for your help.
Sincerely,
J es N. lloway
CAROLINA BENCHMARK • 102 OAKMONT DRIVE • GREENVILLE, N.C. 27858 • TELEPHONE [phone]

' C- SENDER:
v■Complete items 1 and/or 2 for additional services.
W ■Complete items 3, 4a, and 4b.
H ■ Print your name and address on the reverse of this form so that we can return this
card to you.
j ■Attach this form to the front of the mailpiece, or on the back if space does not
d permit.
4, ■ Write"Return Receipt Requested' on the mailpiece below the article number.
r ■The Return Receipt will show to whom the article was delivered and the date
c delivered.
0
a 3. Article Addressed to: 4a. Article N
E rf� V Of) 4b. Service
I also wish to receive the
following services (for an
extra fee):
1. ❑ Addressee's Address
2. ❑ Restricted Delivery
Consult postmaster for fee.
mhar
0 ❑ Registered
CV15ertified
N ❑� �Express Mail ❑ Insured
c} �; 13"Hetum Receipt for Merchandise ❑ COD
���� \ 7. Date of Delivery
�85�5
5I. R 5ec ;iyed By: (Print Name)
6. Sigrfature: (Addressee or Agent)
c
H XXX
PS Form 3811, December 1994
Addressee's Address (Only if requested
ac feeaid)
S a*r�

UNITED STATES POSTAL SERVICE
First -Class Mail
Postage & Fees Paid
uses
Permit No. G-10
• Print your name, address, and ZIP Code in this box •
�oun-l-y

P 204 100 040
US Postal Service (i, M
Receipt for Certified Mail
No Insurance Coveracte Provided.
Do not use for International Mail See reverse
—aon
St` C lob o h -i
Price,-
State, & ZIP Co��,-�deNc, a�sr5
tage
$
ified
EEEE
Special Delivery Fee
Restricted Delivery Fee
Return Receipt Showing to
Whom & Date Delivered
1
Return Receipt Showing to Wham,
Date, & Addressee's A
TOTAL Postagi & Fees
Postmark brtvV �,,

I have no objection to the project as presently proposed and hereby wave
that right of objection as provided in General Statute 113-229.
I have objections to the project as presently proposed and have enclosed
comments.
Signature /
Date: �0- �/— 1 /
°CF 9 1997,
N.C.2

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. Aaron C. Everett, District Engineer
N C Department of Trensportation
Division of Highways
209 South Glenburnie Road
New Bern, NC 28560
Dear Mr. Everett:
N.C.SR 1002
Pamlico county
This letter is to notify you as an adjacent riparian landowner that Pamlico
county water system plans to construct a new 12 inch water line on the highway
right of way of SR 1002 in Pamlico County, NC. The sketch on the reverse side
accurately depicts the proposed construction. A Right of way Encroachment
Agreement ha: been applied for and approved for this project.
should you have no objection to this proposal, please check the statement
below, sign and date the blanks below the statement, and return this letter to:
Mr. Martin Beach, County Manager
county of Pamlico
P. O. Box, Bayboro, NC 28515
as soon as possible.
should you have objections to this proposal, please send your written
comments to the N. C. Division of Coastal Management, P. o. Box 769, Morehead
City, NC 28557. written comments must be received within ten (10) days of receipt
of this notice.
Failure to respond in either method within ten (10) days will be
interpreted as no objection.
sincerely,
I have no objection to the project as presently proposed and hereby wave
that right of objection as provided in General Statute 113-229.
I have objections to the project as presently proposed and have enclosed
comments.
signature
Date: '-�

>L
N[IRTH
YA
VICINITY MAP
UL
ILL
NORTH PRONG
OF BAY RIVER
„L - - A, r
IL
EDGE OF WETLANDS A,
A.
ljL - A, -
A,
- - A, lilt
3300'
12' RESTRAINT JOINT A,
PROPOSED DUCTAL IRON PIPE
12, VATER
VALVE p LINE
To BAYBORD - — — — — — BRIDGE — — — — — N.C.S,R, 1002 (THIRD ST.) - -
EDGE Of WETLANDS " �Jlt
A, -
IL IL
IL
A, -
SCALE 1 " —100'
PAMLI CO COUNTY WATER SYSTEM
WA TER LINE EXTENSION

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. James Oster
411 N. W. 3rd Street
Bayboro, NC 28515
Dear Mr. Oster:
Tax Parcel: G042-103
This letter is to notify you as an adjacent riparian landowner that Pamlico
County Water System plans to construct a new 12 inch water line on the highway
right of way of SR 1002 in Pamlico county, NC. The sketch on the reverse side
accurately depicts the proposed construction.
Should you have no objection to this proposal, please check the statement
below, sign and date the blanks below the statement, and return this letter to:
Mr. Martin Beach, county Manager
County of Pamlico
P. o. Box, Bayboro, NC 28515
as soon as possible.
Should you have objections to this proposal, please send your written
comments to the N. C. Division of Coastal Management, P. o. Box 769, Morehead
City, NC 28557. Written comments must be received within ten (10 ) days of receipt
of this notice.
Failure to respond in either method within ten (10) days will be
interpreted as no objection.
Sincerely,
;W�// u�
V/ I have no objection to the project as presently proposed and hereby wave
that right of objection as provided in General Statute 113-229.
I have objections to the project as presently proposed and have enclosed
comments.
c� Signature
Date:
�6t , r
cc r 2,0, i

1
G en Hail' 'K, 1 th
n�
NORTH -� << S#+,! \ %f:l
FD
y
Y o• o -
VICINITY MAP
1L —
OF BAY RIVER
IL
W 14
EDGE OF WETLANDS — W
— W
W
Yk"
_ �5300'
12' RESTRAINT JOINT W
�
PROPOSED — — DUCTAL IRON PIPE 12 VATER
VALVE
-__-_----- nrN7.-_ _
To BAYMM _ . _ . _ . _ _ _ . _ _ _ . _ . BRIDGE — — — — N•CS.R. 1002 (THIRD ST.) — —
W —
W Ak
EDGE OF WETLANDS A,
W
W
• — ll�
SCALE I" =100'
PAMLICO COUNTY WATER SYSTEM
WA TER LINE EXTENSION

fa, �
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
P. O. Box 1587
Greenville, NC 27835
March 24, 1997 a,.
COUNTY: Pamlico (21-97-02)
SUBJECT: Encroachment Contract - The County of Pamlico
Mr. Martin H. Beach
County Manager
County of Pamlico
P.O. Box 776
Bayboro, N.C. 28515
Attached hereto, for your files, is a copy of the Right of Way Encroachment
Contract which has been properly executed. This contract covers the following:
Installation of approximately 1.1 miles of 12" PVC water line along SR 1002
including a road bore under SR 1203; also 1 fire hydrant and appurtenances
shown on the attached plans.
APPROVED SUBJECT TO:
(1) Notify the District Engineer's Office in New Bern [phone] prior
to beginning and upon completion of work.
(2) Workmanship and materials to conform to D.O.T. standards and
specifications. Use of Class 200 minimum strength PVC pipe required.
(3) Contact the appropriate Utility Company(ies) involved and make
satisfactory arrangements to adjust the utilities in conflict with the
proposed work prior to construction.
(4) Any pavement or drainage structure disturbed or damaged shall be
restored to its original condition as directed by the District Engineer.

Page -2-
Mr. Martin H. Beach - Manager
The County of Pamlico
March 24, 1997
(5) Traffic Control Devices shall be in accordance with the Manual on
Uniform Traffic Control Devices and amendments or supplements
thereto. Proper traffic control devices, signs, etc. shall be installed to
insure public safety.
(6) Trenching, bore pits, and/or other excavations shall not be left open or
unsafe overnight.
(7) Fill areas/backfill material to be thoroughly compacted to 95% original
density. All trenched material shall be compacted in maximum 6"
layers by mechanical tamp or other previously approved method of
compaction. Any material removed from the trench/pit that is
contaminated or unsuitable for backfill shall be disposed of off DOT
right of way.
(8) Dress, seed and mulch all disturbed areas in accordance with
Attachment #3. This operation to be performed on a weekly basis.
Under no circumstances shall rye grass be allowed (abruzzi or
otherwise) for the seeding of areas within the right of way.
(9) Proper temporary and permanent measures shall be used to control
erosion and sedimentation in accordance with all local, State and
Federal regulations.
(10) When surface areas in excess of one acre will be disturbed, the
Encroaching Party shall submit to the District Engineer 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.
(11) It shall be the responsibility of the encroaching party to remove all
temporary erosion control measures once a satisfactory vegetative
cover has been established.

Page -3-
Mr. Martin H. Beach - Manager
The County of Pamlico
March 24, 1997
(12) All roadway signs are to be replaced at the end of the same work day.
(13) Water mains under all concrete and asphalt driveways, and State
maintained roads within the State right of way crossed by this
construction shall be installed per attachments #1 and #2 entitled
Special Provisions - Untrenched Construction. Any open cut in
contradiction to the -above will be allowed only with written permission
from the property owner.
(14) No open cut of pavement on SR 1002 or SR 1203 will be allowed.
(15) Remain 3 foot minimum or 1 foot distance per 1 foot depth from edge of
pavement whichever is greater for shoulder installations. Remain 5
foot minimum from edge of pavement to edge of bore pit.
(16) Remain 5 foot minimum from the installation to any part of a pipe
culvert. -
(17) Strict compliance with the Policies and Procedures for Accommodating
Utilities on Highway Rights of Way Manual shall be required.
(18) Where pipelines are installed in the right of way and are not of ferrous
material, a locating tape shall be installed with the pipeline.
(19) In cases where less than minimum bury is necessary or where bores
are greater than 6", the pipe shall be protected with a casing.
(20) Hydrants, valves, manholes, and other appurtenances shall be located
- - - --- - --at the -right of way or to not interfere with maintenance activities. All
appurtenances to be located flush with existing ground elevation.
(21) Fire hydrants shall be the break -away type and shall be placed a
minimum distance of 6 feet back of curb and gutter sections and back
of ditch in roadway sections. Where there is no ditch, the hydrant will
be placed as far as possible from the pavement edge within right of

Page -4-
Mr. Martin H. Beach - Manager
The County of Pamlico
March 24, 1997
way outer limits.
(22) Due to the nature of the proposed work, the Division Engineer may
assign an inspector to make periodic inspections as the work
progresses, the cost of which shall be borne by the encroaching party.
(23) The Department of Transportation does not guarantee the right of way
on these roads, nor will it be responsible for any claim for damages
brought by any property owner by reason of the installation.
(24) No portion of the right of way shall be used for parking equipment
during construction.
(25) A $10,000 Performance Bond shall be submitted to the District Office
prior to beginning of work.
(26) Upon completion of the work, the utility owner shall submit an "as built"
set of plans to the District Engineer's Office which shall include
accurate information as to the horizontal distance to the facility from
edge of main travel way and general depth in relation to existing
natural ground.
Sincerely,
C. E. Lassiter, Jr., P.E.
DIVISION'ENGINEER
CEL,jr.WCR - - -- - - - - - - -
Attachment
cc: Mr. J. B. Williamson, Jr., Manager of Right of Way
Mr. A. C. Everett, District Engineer
File

_ i AT TACH ME N1
:SPECIAL PROVISIONS -
Untren•ched Construction
Under' no conditions steal l jetting-o`r:.wet boring, with grater, of utility pipelines
or encasements under pavements be -allowed.'
Boring and Jacking
Smooth hall or spiral weld steel pipe maybe jacked .through dry bores slightly'
larger than -tile pipe bored progressively ahead of the leading edge of the advancing
pipe as spoil_.is mucked by the auger back through the pipe. As the dry boring
operation progresses, each new section.of tiie encasement pipe shall be butt -Welded•
to tfie section previously_�cked into place.. Encasements shall extend from ditch
line to ditch line in cut •sections, 5',beyond the toe of slopes in•fiLl sections,
and 3' behind curb sections, ,
If voids are encountered or occur outside the encasement. pipe, grout boles shall be*
installed in the top section of the encasement pipe at 10 foot centers and tile. .
voids'filled with 1:3 portland cement grout at sufficient pressure to prevent
settlement in file roadway.
In the event an obstruction is encountered during the boring and jacking operation
the auger is to be withdrawn and the -excess pipe is to be cut off, c.Epped, and
filled with 1:3 portland cement grout at sufficient pressure to fill all voids
before moving to another boring site.
Size and wall thickness of smooth t•rall or spiral welded encasement pipe for boring
and jacking is as follows: -'
Pipe Sizes.(O.D.) WaII Thickness
4 to 12-3/4" .188
1G" .250
-1II.11 .250
2011 .250
2411 • .250
301, .312
3G" .375
4511 .500
Materials, joints, protective coating, grouting, wall thickness of carrier pipe,
welds, and cathodic protection shall be in accordance with applicable industry or
governmental codes,`as well as the specification of the Department of Transportation.
0
Casing pipe shall be sealed at the Ends -to prevent flowing water and debris fron
entering the annular space between the casing and tine carrier.
The grade of Lire top 'of the pipe or casing within rights -of -way should provide
minimum bury as follows: + ------ --- ---
' A. Longitudinal Installations.
......,3
8. Crossings=Under Roadways........3' (Belovi Travel Surface)
C. Crossings Under Ditches (Paved�Unpaved)....2'
Pipelines carrying flammable, corrosive, expansive, energized or unstable transmittants
must comply with State,•'Federal and Utility Codes. In no case, -shall the depth of
bury be less Lhilli as indicated above.

D TC � ,;
BEYOND OE
` OF FILL SLOPE
i .
_ DITCH
- I .�
�--- S DEYO N D TOE O F_
FILL SLOPE
ti

ATTACHMENT 3
SEEDING AND MULCHING SCHEDULE
The kinds of seed and fertilizer, and the rates of application of
seed, fertilizer, and limestone shall be as stated below unless otherwise
directed by the Engineer. Fertilizer shall be 10-20-20 analysis. A
different analysis of fertilizer may be used provided the 1-2-2 ratio is
maintained and the rate of application is adjusted to provide the same
amount of plant food as a 10-20-20 analysis.
KY 31 Tall Fescue 100 pounds
Pensacola Bayhia Grass 50 pounds
Centipede 5 pounds
10-20-20 Fertilizer or Equivalent Mix 500 pounds
Lime 3000 pounds

. . STATE OF NORTH CAROLINA
ROUTE SR 100Z PROJECT — COUNTY OF PAML.-Ico
DEPARTfIENT OF TR/MNSPORTATION RIGHT OF WAY ENCROACHMENT AGREEMENT
-AND-
PRIMARY AND SECONDARY HIGHWAYS '
County of. -Pamlico
Pi-O. Box 776, Bayboro,-NC 28515
THIS AGREEMENT, made and entered into this file 10day of January 19•97 ,
by -and between the Department of Transportation, party of the first part; and
County. of Pamlico party of the second part,
W. 1. T N E S S E T II:---
THAT WHEREAS, tile party of the second part desires to encroach on the right 0-f way
of tile public road designated as Route SR 1002 , located North of NC 55�
in Pamlico County
with the construction and/or erection o underground water lines
WIIEREAS, 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 tile conditions of this agreelnell.t;
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 snake 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:
11iat the Inatallation, operation, and mointennt.ce of tite above dencrlbed facility will bn accomplished in ac-,
corti-jnce with the partyy of the first part's latent POLICIES Ald) PROCEDURES FOR ACCOMMODATING VH L1TI S 011 HIGHWAY
RlGlfl`J-OF-WAY and euclt revisions and amendments thotefo an mnyy 9 In ell'ecl dF-1 ire tTaFe ol�Tle ngroemenl^rh--
Tor`mailott as In these policies and procedures may be obtalnod from the Division Engineer or State Utility Agent of
the party of the first part. _
11tat the said rjarty of ilia second part hinds end obligqates itlmself to Jnetall and'malntoln the encruochlnq
facility In such aofe and proper condition that It will not Interfern with or endanger travel upon onld highway, nor
ot•etruct nor lntorfere with the proper malnLcnance thereof, to tnind,uroo ilia party of tiro first p-irt for ti,e coat
incurred lot any repolte or maintenance to its roadways and ntructuraa nocaoeary due to the installation on-j ex-
latence 0 Ilia facliltleo of Live party of lire second part, aril if at any time tite party of ilia flint part shall
regalre the removal of or changes In Ilia location of the cold fact) Itlea that live said party of the second part
bindn )tlmse lf, Ilia oucceasora and aaoigna, to promptly remove or alter live sold facilltler, In order to conform
to Fite Bald fequlremunt, without any coot to the party of Ilia first part.
Viet the party of the oacond part agrees to provide duting construction and any subnequent malnter.anae proper
plane elgflal lights, floomon and other watnlnq dovlceo for Ilia protection of traffic In conform -rice with the latest
1•t3nual on Uniform Iralflc Control Devlceo for �treela and Illghwiya tm d Amendments or Gupplemsnta thereto, Inlet-
maTlon ao io Lhe n�ovo rulan anc7 ra�ulotiono may La oiitalnud 7Fum the Dlv/nlon Engineer of the party of the first
part.
Illot llte pfrty of ilia cecond part hr--reby n7roes to Indemnify still aovo harml000 tho party of thn flint part
from nil dnmagas and clalroh for tlamaga that tmly often by leanon of tiro Inatailation and maintenance of title en-
croaclurent.
Tile( the potty of lho necond part ngtoon to rentora all oreno disturbed during lnatrtllotlon nod maintenance
to the nallaf,ictJon of tltp• Dlvls;.on Englneor of the party of (lift (trot part. Ilse porly of the scctnJ part rgrette
to exefclae every reasonable precoutlon during conattuction and rnnlntenince to prevent efoding of ooll; silting Of
pollution of rlvers, strnotns, lal'en reservoirs, other water la,poundrnerttn, ground surfaces or other propettyl or
Eollution of tite air, Ihera shall C. compliance with appilcoble rulco'ond tequlations Of tive llorlh Ctrt,lina
lvlelon of Environmental Rinagement, North Carollna tledira.,ntotlon Cortttul CommloeJon, and with ordlrrancts and
regulations of vatioun countica, mun►•:iPnlltiea and Other official oganc(an relating to pollution prevention end
control. When any lnatallation titmalnlenar,:n opurallOn dJrturba the ground ourfoce and (lie exfating ground cover,
tile par of Ilse second ff,�t t agrueo to rerno,ve and teUtic? Cite end or utltetwlea roestobliah the green cover to steel
tl,e nAllufactlon of the Ulviolon I:nginnar of ilia prrty of tiro fitat pact.
That ;hn party ct the necond part b;raec to r,r.cun.•, Ilia eclu,t] tort! of any inspection of list work concloeted In
be naceeeary I>y thr, DIvlolon Engineer of the party of tl,e flirt part.
11tnt the party of the eecontt part e'Jleee (a have ova.flable at the conntructlon tile, tit n11_tin.eo durinq ton-
ittut:llun,'a copy of this agteemu�r nt pitowlr,.ev)dencM of {,r,ryrovtl by tits h7rty.Of the first part. 111e party of ilia
fitat pint ruaerves the tight'Lo stop all work wvlene eJldeuco of approval cdn be clown.
Provided the work cottt•iined In this t,greentont Is beltlg performed on a completed highway open to traffic; the
party of the second part ngreen to give written notice to lhn IJ)vlvion Engineer of the party of the flirt part
when all wrtk eOntained 6efefn hoe bagn completed. Uttlean ni-eclfltally reyutiated by ilia party of the first part,
written hOtica`of completion Of t:oik On highway pro.)ecto under construction will not be required.
That in (lie cane of noncomplIonce with the terms of title 1,9reament by the psrty of the second part, the potty
of the fire! part fanetveu the rigi,t to slop nil work until the facility hoe been brought Into compliance or re-
moved from rho right. of way at no coat try 1110 party of the )(tat port.
7110t It to u.Jt lied iy Lt, l.h putJuo 1.11.,t (1.1e (I,iruumtrni ni,,,li Lucouv vc;:l If nclual conntructlott of (I,v wart
contomlyluIetl rterefn In not 9rrjuu witnin Otte lit year from the oats or outhorir.atlon by the p.•rrty or the first part
unite. written wnlver In r..cured by the p•frty of Ilia necond from lhn party of ilia first part.
During tit'i performance of (hlo contract, the oe'rond jwrly, for lteelf, its aonlgnaeo and succeaaore In inletest
(hereinafter tOfarre'l to on the "contractor"), agrren an lol]uwut
n. C'.'In1 .l.tnco whit I'o7ulatlonnr The c•>nir•,ctu► nhttl) comply with the Requlotlonn ►elotive to nondlecrimin-
al1 `•n in r-.PI�i—nT`l;.;,_f'1A .;;I r,twfr!,r.n Of ll:e 11. :.. per.;1rimant Of 'Irrtnspotl)ltun, 'Title 49, coda of rttdatal
R,:,Jn1otlOr,a, fart 21, as (hay m.ty 1,1, am•,n,1t.J Rini tJmo to llmr, (l, rtlnafl�r raferfed to au Ilia kequla-
tfoon), wlticlt lira beroln by raferl,n,:r and made a port Of thin connect.
r -n,t " „t , e , fir. 1 . . . - -, - -I

r
b. 11o.ndiscriminatton I live contractor with regard to the work performed by 1t during tits contract, :Mall not
diecrimLtalo on the grounds of race, color, or national origin fitthe selection and retention of eubcon-
tractors, including procuromente of matnrinls and leases of equipment. Ilia contractor eha11 not psttici-
pate either dl.rectly or indlrectly In the discriminntlon prohibited by Section 21.5 of tit" Regulations,
Including employment practices when the contract covers a progr,_m sot forth In Appendix tl of the Reguletivne,
c. Solleltntlono for Subcoli.tracto,. lncludingg hrocurem_ento of Miterials and Cgul menu 'In all solicitations
oItTcr by compeElll�c bi7Jlnq or negollat nniaaao l.y the-conEractor foritorl�to�e p"rfotwed under a sub-
contract, Including p%ocorementd of materials or leases of equipment, each potential subcontractor or
supplier shall be notified by tilt contractor of the contractor's obligations under title epntract and the
Reguletivne relative to nondlacrimination on the grounds of race, color, or national origin.
d, Information and Itenorlsf live rnntrnctor shall provide all information sod reports required by the fiegulatlons, or directives
lisuud pvrsusn—i IT,errio, and stall permit atcess to Ili books, recnrds, accounts, Oliver sources of Information, and Its facilities
as may be determined by live 3C;4ttment of lransportotinn or the Federal highway hdninistratlon to be pertinent to ascertain eoe•plfanee
wl}h suth Aequlatlor,/ or directives. Where any Information required of a contractor Is in the exclusive possession of another
who falls or refuse% to furnish this Information, tl.e contratPtor shall so Certify to the Deportment of lronsportallen, or the Feder,"'
Iilghwsy Administration as appro;.rlate, and shall set forth what efforts It has made to obtain the Information,
a. Sanctions for llonco.p loncel le the event or the contractor's nonco.,pllence with live nonJlscriminetlon provisions or this contract
% bev`titmc—�l'oT Tnntportatltn swell Impose Ilueh iant:*Ct sanctions as. It or the rederal Ilighwey Administration may determine to
be appraprlale, including, but not limited to,
withholding of payments to the contractor under tive contract until the contractor complies, and/or
(21 cancellation, termination or suspension of the eanlrnet, in whole or In part.
I. Incorporation of Provislonst rile contrnctor shall Include tine prOVlTlane of paragraphs "a" through "f" In every svbtontrnet,
7ncl�ding procurements of materiels and leash or tqulprcnt, unless exempt by tine segulatlons, or directives Issued pursuant
thereto. The contractor shall take such action wilh respect to any subcontract or procurement as the Department of Transportation
or the Federal Illghway Administration may direct as a meant of enforcing such provisions Including ssnctions'for noncompllancef
Provided, hoviever, trial. In the event a contractor beconas Involved In, or Is threatened with, litigation with a subcontractor or
suppllet as a result of such direction, the eonracter may request the Department of Transportation to enter Into such (ltlgstlon to
protect the Interests or the State, and, In addition, the contractor may request the United Stales to enter Into such Iltlgatlon
to protect tit* Interests of the United Stales.
IN WITNESS WHEREOF) each of Life hart3.os tothis agreement has caused the same to
_e executed in the day and year first above writteil.
DEP/ RRIENT or TRANSPORTATION
DY: �'' • a
DIVISION ENGIN M
ATTEST Ott WITNESS:
Second Party

THIS SECTION SEE THIS PAC'
THIS SECTION SEE PAGE 2 OF 3
THIS SECTION SEE PAGE 3 CIF 3
i� C'
MM4 . ,�• (1M7
VICINITY MAP
Q
_T-T--
<\5 5NEW GtXM'�C12" �, PROPOSED 12" WATER LINE
/ TEE I II
PROPOSED G" / of EXISTING G" WATER LINE
TIE LINE
Z
I
I I
I`
I
\ NEW 6"X6"X6" TEE I
I I WITH VALVE
N.C.S.R.
18' I
i
I I I
I SEE DETAIL i z
I
7 I
I I \ 3
I b (f)
CONCRETE DRIVE
I 1
PROPOSED i
� I
I 8" x8" x 12" TEE
I I / (3) VALVES N. d Ilk
EXISTING \
�p
.�•. FIRE HYDRANT I
h VALVE
V \
I N.0 R 10THIRD
I
02 C ST. )
I
� I ,
2d.0
II
55
J•
I, I
f 4' r'
TCOVR
IN. COVER
3' MEXISTING SEWER
THIS SIDE OF STREET
\EXISTING 6"
WATER LINEPROPOSED 12
WATER LINE
TYPICAL READ %SECTI❑N
N T S
IRS
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�I
6" WATER
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VALVE
EXISTING
2" WATER
I I
CONCRETE DRIVE
VALVE �I
I
— —
PROPOSED 12' WATER LINE_
. C . S . . 10 0 2
-----
----- -_ _- _ . _
11
HIRD
ST.
1 SANITARY
I 1
SEWER
THIS SIDE
IL
3'MIN. I COVER
PROPOSED 12" WATER LINE
TYF-IICAL DITCH CROSSING
k 0
'i
�i
,I
�I
NORTH PRONG
OF BAY RIVER
I J �J ArL 1.1 aic ]lllL AIY[ AIIIl
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Art a\ l U / AL
�111L All 3IIIL
C9 arc AL aJL ArL
alit AIL AL
ArL
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Arr \ +IJ , �
''L a�"'w`'- III III
AIL
�!L Arc �lllt
EXISTING �j(jL f 300
FIRE HYDRANT �'-' 12" RESTRAINT JOINT
AL
do VALVE EXISTING DUCTAL IRON PIPE
\ 6" WATER I'—J i--� �IIIL alllc �111�
/VALVE ally—
�J �J
PROPOSED - LIN
r WATER
VALVE J J �' PROPOSED 12" WATER
------------
- - - - ----- -- BRIDGEAIL
_ -_- ---
t 1 161 f 769' To vALVE
TO BEGINNING -
art Art alit---.�
Arc _Ills arc
arc 1..1 arc �lllc arc
i—� AIL ALL art
d arc
� I
o ,lllc *L ,Ihc
arc )JL arc
1rL 1r<
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All
C7 .illlL.
arc arc
AA ll. 1111[
ALL
THIS DRAWING IS THE PROPERTI OF CAROUNA BENCHMARK. ANY USE. REUSE. REPRODUCTION. DISPLAY OR SALE OF THIS DRAWING WITHOUT WRITTEN CONSCNT OF CAROLINA BENCHMARK IS STRICTLY PROHIBITED.
arc
.XIIIL
are
Art
Al4
arc
AIL
ti
AL
In lI
r�0��r 1997
WATER LINE EX_7_ENTION TO
SER VICE PROPOSED PRISON
P-claMLIC0 COUNTY
BA YB OR 0 T 0 WNSHIP, NORTH CAR OLINA
OAROUNA
DRAWN: APPROVED:
CAROLINA BENCHMARK R.C.H. T.W.H.
aD
ENGINEERS -SURVEYORS -PLANNERS
INCORPORATED DATE; CHECKED: :
SEN OH MKAR
102 OAKMONT DRIVE GREENVILLE, NC 10/30/96 T.W.H.
[phone]
SCALE: SHEET: 1 OF 3
1" = 60' DWG.#GL- 2137

RETAINER GLANDS (Ij
--- M.J. 45' BEND (D.I.F
STORM
DRAIN
12"gymin.
M.J. 45' BEND (D.I.P.
RETAINER GLANDS (TYP.�---
CONCRETE BLOCKING
NOTES:
PLACE CONCRETE BLOCKING SUCH THAT
IT WILL NOT INTERFERE WITH REMOVAL
OF BOLTS.
111
R
J
STORM DRAIN COOSSING
wn
A&
---CONCRETE BLOCKING
CONCRETE
DRIVE
/
/ AL
/
/
/
EXISTING
EXISTING 6" WATER
FIRE HYDRANT VALVE
& VALVE /
/
/
/
PROPOSED
12" WATER
VALVE
12
pROPOS�D � ' ���/`� •
_ NG NA i CIS NCSR �20
3
10
Cl
1
4
15'
REQ'D
r
VALVE BOX DETAIL
NTS
W--4
P
EXISTING j�
FIRE HYDRANT pROppS�D _ _ _ — — -- -- — - WATEN LINE — _
Ac VALVE —
wI� J _ ='— — - - — - -- — -- —_ `- — ` — PROPOSED w
/
/
_ DER
/ rml
PIPE CROSSING
/SIZE UNDETERMINED
17
BACKFILL-
AND TAMP
NOTE
FIRE HYDRANT TO BE AWWA TYPE - MUELLER CEN-
TURIAN OR APPROVED EQUAL.
u Li HYDRANT SHALL BE INSTALLED PLUMB WITH PUMPER
NOZZLE FACING ROAD UNLESS OTHERWISE SPECIFIED.
O AFTER INSTALLATION, ALL HYDRANTS SHALL BE CLEAN-
ED AND IRON PARTS SHALL BE PAINTED ONE COAT OF
RUSTOLEUM FIRE HYDRANT RED.
I
I
I
rCAST IRON VALVE BOX W/ COVER
I I DEWEY BROTHERS VBX-TE-100.
GROUND- 1
I1i111-11 II-�u-•. • OPERATING 11-�11._ !�, 1Mjq __ --q
Ir GATE VALVE
il= i
171`�II��I�� I� 1= I1111`I"11== •
3/4* THREADED TIE -ROD
SIDE)
UNIFORMEI
CONCRETE
SLOPE TOP OF CONCRETE
TO PROVIDE DRAINAGE
FROM HYDRANT DRAIN.
TYPICAL FIRE . -HYDRANT & VALVE
NOT 10 SCALE
WATER LINE EXTENTION TO
SERVICE PROPOSED PRISON
PAMLICO COUNTY
BA YB OR 0 T 0 WNSHIP, NORTH CAR OLINA
DRAWN: APPROVED:
•;,'AI,.,s,�; D CAROLINA BENCHMARK R.C.H. T.W.H-
...
-'.,,'�� vi1' r��T►,,,� ENGINEERS —SURVEYORS —PLANNERS
INCORPORATED DATE: CHECKED:
� BENCHMARK 102 OAKMONT DRIVE GREENVILLE, NC 10/30/96 T.W.H.
[phone]
SCALE: SHEET: 2 OF 3
1" = 60' DWG.#GL— 2137
THIS DRAWING IS THE PROPERTY OF CAROUNA MCNCHMARK. ANY USE. REUSE. REPROOUCTION. DISPLAY OR SALE OF THIS DRAWINO WITHOUT WRITTEN CONSENT OF CAROUNA ■CNCHMARK IS STRICTLY PROHIBITED.

EXISTING
6' WATER
VALVE
Ci
3 ! v4" FORC MAIN
!! 02
! CASEMEs
! i
POOP(
} FIRE R
C'INq
\ w/
0e,
SEE\�ETAIL
NEW 6
TEE
PROPOSED G. TIE
LINE
EXISTING 6"
WATER
LINE
NEW "XI
TEE N
�r6 -DO
BLOCKED WITH
TEMPORERY CAP
IN. TO C/L DITCH IN. TO C/L DITCH-
PAVEMENT-7f
b z
I �
WATER MAIN) BRICK UP ENDS
—
OF CASING TO
PREVENT ENTRANCE
OF FOREIGN MATTER
TYPICAL. ROAD CROSSING
DRY BORE
\ NTS
12" WATER LINE \
\
\
\
SgairyRr shy \ \
fR ry/s S!D f
9
NOTE,
-[MIRE SPIER ASSEn0.r TO SE ESi1nMWi
c""'. AFTER PAWIEATIM
-SIEEL EMASEMEW TO WE MSTA M
AOOMNWCF WITH KSIGN R.Ws - N.1.
REV.'. OR M➢IFICATIOHS BEGRIME
PRIOR MIMOVL.
STLLL CMAS°I]TI PVT—
Pa18' "0" Slfn 0.ATC ^ y. pR CIEMMNQ
STSp. MTE 1'
SIDE
nM LlEMNiC[
S' L01E �
BELTS V/K% MfTS EA
SimM SPIOCR
CASING END SECTION
C6„TIa.4A YG➢
.Ives Trolcx)
END ELLV�jf:I 1N
1
TYPICAL SPACING FDR KRM[0N PpEi
STEEL SPIDERS 1FH0TM'
PIPE SPIDERS
x NTS
1�
PROPOSED I2-
WATER VALVE
NOTES
L NO FERTILIZER APPLIED WITHIN 10' OF STREAMS
2. ANTI -SEEP COLLARS EVERY INV 1N WETLANDSI
3. RESTORE TO ORIGINAL CONTOURS AFTER CONSTRU(
4. RIP RAP IS RESTRICTED TO STREAM BOTTOM AND
5. THE CONSTRUCTION CORRIDOR (INCLUDING 4CCES 1
6. THE CONSTRUCTION CCL.- DUR (INCLUDING ACCES I
IN WIDTH AND MUST IINIMIZED TO THE MAXIM
7. NO LIVE OR FRESH - .: BETE SMALL COME INTO
Q. AN ANTI -SEEP COLL_ SHALL BE PLACED AT THE
150' (45.7 METERS) UP THE GRADIENT LINTEL THE
9. PLACEMENT OF REP RAP IS RESTRICTED TC
THE STREAM BERM MUST BE RESTORED TO
10. THIS GENERAL CERTIFICATION DOES NOT R
IN WATERS OR WETLANDS. THE PERMITEE
ANY EXCESS MATERIAL WILL BE REMOVED
RESULTANT THRUST AT FITTING AT IN P.S.I. VATEI PRESSURE
TOTAL POUNDS
NOM.
PIPE
D A.4'
DEAD
END
90'
BENDBEND
IS 1/4'
2700
3'NE
5,600
amB'
J45J17,�
_6'
9 700
I
12'
20,500
29,000
0
3 ]00l8'44800
6 400
wo
0
0
2Y
713500
IILOGO
64000
31,6130
1 030'
12 600
170
92,300
47100
2111600
36'
172.800
244,400
132,300
67,500
--0
42'
233,300
33D,000
1796W
940M
41{, 00
4a,--L
304,000
430,OOo
232,700
II 00
n 600
51'
384,100
543,E00
294,000
149,000
7WOO
SOIL BEARING LOAD
(LB./SOFT.)
MUCK 0
SOFT CLAY Lop°
SILT L500
SANDY SILT 3,000
SAND 4,000
SANDY CLAY 6,000
HARD CLAY 91000
To YREWIIK THE SITE ➢F I. C.I Z TRO ST LOLY. ➢ IM TM i➢TK F°IL'E IN
THE WAIM4 VKIGS OF TK SOIL. TM IUUT2M V➢.L K l ME OF M CMUC
MEA M THE TMOLST LOCR In E FEES. MFI®IIMTE 1AUR, 1. vMIPR
TIKS OF S06 AH LssTEo M TAI-L
NO 125M➢6I. CM EE ISS 1 N TM MS l OF M M!+ In TNIS TABLC ➢K
TO TM VI➢F VMIATM OF EEAITIIL LOAD CMAIRILRS Fd U ALL TYPE.
TYPES OF THRUST BLOCKING
arth
1. THRU LINE CONNECTION, TEE
2. THRU LINE CONNECTION, CROSS USED AS TEE.
3. DIRECTION CHANGE, ELBOW
4. CHANGE LINE SIZE, REDUCER
5. DIRECTION CHANGE, TEE USED AS ELBOW
6 DIWCTIDN CHANGE, CROSS USED AS ELBOW
7� DIRECTION CHANGE
THRUST BLOCKING DETAIL
DRAWING NOT SCALE
\
\
TML A SPECIFIC PLAN IS NEEDED)
IAWS DIRECTLY IMPACTED BY THE UTILITY LINEI \
DABS ME STOCKPILING OF MATERIALS) IS LIMITED TO 40' IN VIDTW \
30S AND STOCKPILING OF MATERIALS) IS LIMITED TO 40' (12.2 METERS) TO PROPOSED
M EXTENT PRACTICABLE,
ORTACT WITH WATERS OF THE STATE UNTIL THE CONCRETE HAS HAR➢ENEDI PROPOSED PRISON
DGVNSTREAM (UTILITY LINE GRADIENT) WETLAND BOUNDARY AND EVERY +. FIRE HYDRANT
UTILITY EXITS THE WETLAND FOR BURIED UTILITY LINES. ANTI -SEEP \ A VALVE
TE OR COMPACTED CLAY, PERPENDICULAR WETLANDS CROSSINGS LESS 11
1-SEEP COLLARS. \
ITEM AND BANKS DIRECTLY IMPACTS➢ BY THE PLACEMENT OF THE UTILITY LINE.
RL CONTOUR AFTER CpNSTRUCTUDW
JY PERMANENT CNANUS IN PRECONSTRUCTION ELEVATION CONTOURS
A SPECIFIC PLAN FOR RESTORING VETLAND CONTOURS. \
GROUND DISPOSAL AREA \
\ ?ROPOSED It
_G1 \ WATER VALVE
ANTI -SEEP COLLAR 4 \
� RAAA
I L I
II-
1�-+�--• UTILITY LINE
I �%DIAMETER VARIED
I I_
I III
I CLASS B CONCRETE
OR COMPACTED CLAY
I I,
irk
I I'
1
L6."TMKEWHIID�6' .
NGT TO EXCEED 40'
SECTION
NTS
CLASS B CONCRETE
OR COMPACTED CLAY
6. 1 TRENCH WIDTH 6' I
PLAN
MIS
REVISED 2'20-97
REVISED 7 -17-97
jaLr. 'f /
- 'la,
w.
WA TER LINE EXTENTI0N T 0
SERVICE PROPOSED PRISON
PAMLICO CO UNTY
BAYBORO TOWNSHIP, NORTH CAROLINA
DRAWN: APPROVED:
CAROLINA BENCHMARK R.C.H. T.W.H.
ENGINEERS -SURVEYORS -PLANNERS
INCORPORATED DATE: CHECKED:
102 OAKMONT DRIVE GREENVILLE, NC 10/30/96 T.W.H.
[phone]
SCALE: SHEET: 3 OF 3
1" = 60' DWG.#GL- 2137
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L
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