19960910 Ver 1_COMPLETE FILE_19960919

State of North Carolina
Department of Environment,
Health and Natural Resources A14 • •
Division of Water Quality 10
JamesB. Hunt, Jr., Govemor dft
Jonathan B. Howes, Secretary pEH N F=1
A. Preston Howard, Jr., P.E., Director
October 7, 1996
Union County
DWQ Project # 960910
APPROVAL of 401 Water Quality Certification
Mr. P. Doug Fields
Division Superintendant
N.C. Natural Gas Corp.
P.O. Box 1206
Rockingham, NC 28379-1206
Dear Mr. Fields:
You have our approval to place fill material in 1.86 acres of wetlands or waters for the purpose of
constructing a 6 inch natural gas pipeline at line 16L Looping, Monroe, as you described in your
application dated 12 September 1996. After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification Number 3022. This certification allows you to use
Nationwide Permit Number 12 when it is issued by the Corps of Engineers.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application. For this
approval to be valid, you must follow the conditions listed in the attached certification. In addition, you
should get any other federal, state or local permits before you go ahead with your project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a
written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Mooresville DWQ Regional Office
Mr. John Dorney
Central Files
Sincerely,
?1?2
on H
wary r. P.E
960910.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
9609 1 0
NORTH CAROLINA NATURAL GAS CORPORATION
POST OFFICE BOX 1206
ROCKINGHAM, NORTH CAROLINA 28379-1206
September 12, 1996
Mr. John Dorni.
Regional Engineer
Division of Environmental
Water Quality Section
Post Office Box 29535
Raleigh, NC 27626--0535
RECEIVED
107100 SEP 1 91996
SUL? ENVIRONMENTAL SCIENCES
,u
Management
RE: Application to Division of Environmental Management For
Section 401 Certification - Line 16L Looping, 6 inch Natural
Gas Pipeline Monroe, Union County N.C.
Dear Mr. Dorni:
North Carolina Natural Gas Corporation is proposing to install
approximately 3.84 miles of 6" natural gas pipeline in Union
County, North Carolina. Enclosed please find for your review and
approval an application to proceed under Section 404 Nation Wide
Permit #12 (utility lines). Also attached is one copy of the
subject plan to control erosion, sedimentation, and reduce the
environmental impact of the proposed project, and two maps
depicting the project route.
If you require any further information, or have any comments
concerning this matter, please feel free to contact me at (910)
997-3157.
Sincerely,
1
P. Doug F olds
Division Superintendent
960910
DEM ID:
ACTION ID:
Nation,A-ide Permit Requested (Provide Nationwide Permit #):
JOINT FORM FOR ?1/SSU
Natlon,Aide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNLNG
CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAG
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, ?LTH,
P.O. Box 1890 AND NATURAL RESOURCES SEP 19 m6
Wilmington, NC 28402-1890 P.O. Boy 29535
ATTN: CESAW-CO-E Raleigh, NC 27626-0535
Telephone [phone] ATTN: MR. ;OHN DORNEY WETLANDS GR
Telephone [phone] WATER UALITY
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT.
1. Owners Name: Norrth C?aml t rya Natu *a r. F11-5. ( el
2. Owners Address: %--,T of )E ce Box t 'j 0(p Roc M r,,- hprn K1 C '
3. Owners Phone Number (Home): 911) -(-5Z-4lRC& (Work): 910 - 9AY: lS-]
4. If Applicable: Agent's name or responsible corporate official, address, phone number:
D e w d i e ?Ca S ?-, A. w.C? i? s 'Fa bn ? P
5. Location of work (MUST ATTACH MAP). County: L.l n? rsr% CC t,-r\'-v
Nearest Town or City: M n h fo g- N, C,
Specific Location (Include road numbers, landmarks, etc.): ISoo' _ S. E. n-1rt? rSerA? , % d-F c,R i6o-1-t 1506
CLIh,e,
u c FxZs'l?,,,? R A4 a MA e elk', Ns A Lt% r? 1 c. 4 wu tad -4-RW
Q 7-
?T`A-?. ? r- Se *'Ioy, v -
n o? CO. e-? N%-C_ "wit Ro ck. 1 t1 t?wu Z4 ,Coot ? R mn?r,ro?
4Nc
6. Name of Closest Stream/River: RQ ck u R%ue r
7. River Basin: P'EE lo 'E'6 -\u? r
8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS II? YES [ ] NO [A
9. Have any Section 404 permits been previously requested for use on this property? YES [ ] NO PQ
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site:
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled:
Drained:
Flooded:
Excavated: . 8? A G reS
Total Impacted: __? ? $(y to c_ re S
12. Description of proposed work (Attach PLANS-8 1/2" X 11" drawings only): Cor?s"Ic - s a
Qa?.ra? ADD ?`ox? rr.ci?' \, ? 3.8 ? m??e S ?? ?v'' tj`G y? RS ?? ?li.rt[',
See, mete-S i r, Er-,u.? rer.w. rAc?L hn??q??.r.?r?? ?ly.?1
13. Purpose of proposed work: LcoD i r.c e-NClk r\r i A, oe ??? n?'Po r- S
STrev?' hey%?\,he- inches r A
__c P 14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures
taken to minimize wetland impacts. L?-,a,.a, ex?s'!Z?.? a Ns Par, „? p `F-
S Ttir h._ r` ex ??t? he ?t VenCc we`d-'°r,, It -4 T Ft° K `ate T
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service R{P
(NMFS) regarding the presence or any Federally listed or proposed for listing endangered or threatened species or cr itical
habitat in the permit area that may be affected by the proposed project. Have you done so? YES NO[
]
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
lo. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence?bf historic
properties in the permit area which may be affected by the proposed project? Have you done so? YES K NO[
]
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, and lakes on the property.
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the
delineation line.
D. If a stormwater management plan is required for this project, attach copy.
E. Wliat is land use of surrounding property? l aga (,.,.&d I S 00 wel lwnd 1150 4 FKSr,,,.t.?y.d Pa- -,-f 42`
F. If applicable, what is proposed method of sewage disposal? ITT
Owner's Signature Date
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NORTH CAROLINA NATURAL GAB CORPORATION.
ENVIRONMENTAL MANAGEMENT PLAN
LINE 16L
UNION COUNTY
Prepared Sys
THE ROBE GROUP, INC.
ERB - PLANNERS - SURVEYORS
Fayetteville, NC
June 1996
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NORTH CAROLINA NATURAL GAS CORPORATION
PROPOSED 6.625-INCH NATURAL GAS PIPELINE
UNION COUNTY
CONTENTS
SECTION 1 General Project Summary
SECTION 2 NCNG Environmental Management Plan
SECTION 3 Specific Stream and Wetland Crossings
SECTION 4 Attachments
SECTION 5 Bibliography

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SECTION 1
TABLE OF CONTENTS
TOPIC PAGE
Project Description ......................................... 1
Existing Site ............................................... 1-2
Environmentally Sensitive Areas ............................. 2
Erosion and Sedimentation Control ........................... 3
Project Schedule ............................................ 3
Checklist ................................................... 4
Financial Responsibility Form ............................... 5-6

I

1 Project Description
North Carolina Natural Gas Corporation (NCNG) proposes to construct
and operate approximately 3.84 miles of 6.625-inch diameter natural
gas pipeline.
' Attachment No. 1 depicts the project location beginning
approximately 1500 feet southeast of intersection of SR1507 and
1506 continuing southeast along an existing NCNG right-of-way and
' ending along NC HWY 200 3800 feet northeast of the intersection of
NC HWY 200 and NC HWY 74/601.
' All of the construction will be completed within the existing NCNG
30 foot wide easement for Line 16. An approximate 2' wide ditch
will be excavated in the right-of-way.
' The minimum pipeline depth shall be 36 inches to the top of the
buried pipeline. Pipe depth may vary at specific locations to
facilitate construction and future operations.
' Construction shall be by conventional ditching and trenching
methods unless otherwise specified in Section 3 of this plan.
' Design, construction and operation of this and all other NCNG
pipelines will be in strict compliance with the Department of
Transportation Pipeline Safety Regulations, Parts 191 and 192.
' Existing Site
' The project area is physiographically characterized as the Piedmont
environment. Ground elevation varies from 500 feet at the
beginning side of the project to 650 feet throughout the project.
' In general, topsoil in the proposed project area is a combination
of sandy loam, loamy sand, with loam being found in the low,
wetland areas. Sandy loam is fine grained and poorly drained,
' while loamy sand tends to be moderately well drained. To a great
extent, the northeast portion of the project contains a higher
percentage of loam and is slower draining.
' The topsoil has a low erodibility with approximate factors between
0.15 to 0.43. Section 3 of this plan explores the soil in more
detail at each sensitive area.

1
Page 1

Land area in which the proposed pipeline shall disturb is divided
into three categories. These categories and the approximate
acreage of each area is as follows:
Disturbed Undisturbed Disburbed Disburbed
Surface Use Footage Footage Width Acreage % of Acreage
Woodland 3,500 0' 30' 2.4 17.1
Wetland 1,150 0' 30' 0.8 5.7
Farmland/Pasture 15,625 0' 30' 10.8 77.2
Total 20,275 14.0 100.0
Environmentally Sensitive Areas
These areas are made up of 1.87 acres of land that is wetland,
adjacent to wetland, and adjacent to rivers, creeks, and in some
instances drainage channels. Seven (7) areas are designated as
sensitive.
Areas subject to erosion, particularly where the erosion could
easily result in sediment bearing runoff entering a wetland, creek
or river, are designated as sensitive. They are as follows:
Sensitive Areas
Reference Area Disturbed Detail
Area No. Stations Description Acreage Page No.
1 16+50 - East Fork Lick Branch 0.14 SA-1
18+50
2 53+00 - Creek 0.14 SA-2
55+00
3 83+00 - Creek 0.14 SA-3
85+00
4 94+00 - Creek 0.14 SA-4
96+00
r
5 112+00 - Stewarts Creek 0.14 SA-5
114+00
6 170+00 - Creek 1.03 SA-6
185+00
7 199+00 - Bearskin Creek 0.14 SA-7
201+00
Page 2

Erosion and Sediment Control Measures
Measures that will be utilized to control erosion and sedimentation
' by NCNG and crews under contract to NCNG are included in Section 2
of this plan. The prescribed methods to be used at specific
sensitive areas along the right-of-way are contained in Section 3.
' However, actual field conditions at the time of construction and
restoration may dictate the use of more appropriate remedial
measures.
' The following modifications to this plan are required by the North
Carolina Department of Environment, Health and Natural Resources:
1. Perimeter sediment control devices must be installed
prior to grubbing and grading at each sensitive area.
' 2. All temporary measures shall be maintained until the
areas which they serve are stabilized or returned to the
property owner by agreement.
' 3. Check dams per Section 2, Figure 23 are to be installed
at all interceptor diversion outlets.
4. All stone treatments shall be constructed using at least
' NCDOT Class I riprap as per Section 2, Figure 24 . If the
stone is not well graded, a suitable filter shall be
' installed beneath the riprap.
5. Ground cover installed following construction must be
sufficient to restrain erosion in areas that are not
cultivated, or covered with rock or stone. All seeded
areas should be mulched and tacked if possible.
' Project Schedule
From planning and construction through activation, the project will
take approximately 4 (four) months. The scheduled deadline for
' finishing construction is December 1996.

' Page 3

SEDIMENTATION AND EROSION CONTROL
PLAN CHECKLIST
The following items must be adequately addressed with respect to
the specific site conditions for a sedimentation and erosion
control plan to be considered acceptable:
Site drawings [including sufficient topographic information to
describe the existing and proposed site conditions and drainage
patterns; and proposed sedimentation, erosion and velocity control
measures for all disturbed areas associated with the project
(general construction areas, borrow and waste areas, access and
haul roads, construction staging areas, topsoil stockpiles, and
utility construction areas)] *Note: When the person financially
responsible for off-site borrow areas not regulated by the
provisions of the Mining Act of 1971 and off-site waste areas other
than landfills regulated by the Department of Human Resources, such
areas shall be considered as separate land-disturbing activities
subject to the requirements of the Sedimentation Pollution Control
Act of 1973. Please be advised that off-site borrow areas
involving more than one acre of disturbed area are subject to the
requirements of the Mining Act of 1971. Notify this office
immediately if this condition will apply to your project.
Location Map
Construction Details for all proposed sediment, erosion and
control measures.
Project Specifications related to sedimentation and erosion
control and ground cover [including soil preparation, types, and
planting methods for any proposed vegetative cover].
Construction Sequence related to sedimentation and erosion
control [including provisions for installation of critical measures
prior to initiation of the land disturbing activities in the areas
they serve, maintenance of measures, ground cover on exposed slopes
within 30 working days following completion of any phase of
grading, permanent ground cover for all disturbed areas within 30
working days or 120 calendar days (whichever period is shorter)
following completion of construction or development, and removal of
temporary sedimentation control measures only after the areas they
serve have been stabilized].
Computations and assumptions sufficient to support design of
' sediment control measures, erosion control practices, and velocity
control measures.

Completed Financial Responsibility/Ownership Form (Attached)
Page 4

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may Initiale any land-disturbing activity on one or more contiguous acres as covered by the Ac
before this form and an acceptable erosion and sedimentation control plan have been completed and approve:
by the Land Quality Section, N.C. Department of Environment, Health, and Natural Resources. (Please tyre
print and, d question is not applicable, place N/A in the blank.)
Part A.
1. Project Name Union qty Line 16L
2. Location of land-dlslurbinq activity: County Union County . Cir/
or Township Monroe . and Highway / Street n/a
I Approximate date land•disluming activity will be commenced: ASAP
' 4. Purpose of development (residential, commercial, industrial, etc.) : 6" Natural Gas Pipeline
5. Total acreage disturbed or uncovered (including otf•site borrow and waste areas) : 14 acres
' 6. Amount of lee enclosed $ 290.00
7. Has an erosion and sedimentation control plan been filed 7 Yes No Filing Currently
' 8. Person to contact should sediment control issues arise during land-disturbing activity.
' _ Name Doug Fields Telephone [phone]
9. Landowner (s) of Record ( Use blank page to list additional owners.):
' N _ C _ Natural ,as Corporation
Name (s)
P.O. Box 1206
Current Mailing Address Current Street Address
Rockingham, N.C. 28379-1206
' City Stale Zip City State Zip
10. Recorded In Deed Book No. Page No.
' Part B.
1. Person (s) or firms (s) who are financially responsible for this land-disturbing activity (Use the b:a,-.k page to !::•
additional persons or firms):
_N.C. Natural Gas Corporation
Name of Person (s)or Firm (s)
' P.O. Box 1206
Mailing Address Street Address
' Rockingham, N.C. 28379-1206
Crty Slate Zip City State Zip
Telephone [phone] Telephone

2. (a) n.lhe Financially Respon3ible Party is not a resident of Nonn Carolina give name and street address'of
a North Carolina Agent.
Name
Mailing Address
C ?y State Zip
Telephone
Street Address
City State Zip
Telephone
(b) ll the Financiai'.y Responsible Party Is a Partnership or other person engaging In buslness under an
assumed name, anach a copy of the cerl6cale of assumed name. If the Financially Responsible Party Is a
Corrnralion give name and street address of the Registered Agent.
Name of Registered Agent
Mailing Address
Street Address
Cn./

State Zip City
TO,iphone
Telephone
State Zip
The above information is true and correct to the best of rrry knowledge and belief and was provided by me
under cash. ( This !orm must t>e signed by the financially responsible person d an individual or his attorney In-
fac! nol,an individual by an officer, director, partner, or registered agent with authomy to execute inslrU-
men;; !or the finanacially responsible person ). I agree to provide corrected information should there be any
change in the information provided herein.
Mr. Terrence D. Davis Vice-President of Operations & Industrial Sales
Type or print am Title or Authority
Sip al re Qt Dale
I, Sally T. Sowers

a Notary Public of the County of Cumberland
Stale of North.Carolina, hereby certify that Terrence D. Davis
appeared personally before me this day and being duly swom achnowfedoed that the above form was axe.
Wed by him.
Witness my hand and notarlai seal, this 20th day of August 19 96
S-4 al Notary
My commission expires --
M 11M
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SECTION 2
I NCNG ENVIRONMENTAL

f.

MANAGEMENT PLAN

Pane
I. Introduction . . . . . . . . . . . . . . . . 1
II. Pipeline Construction . . . . . . . . . . . . 1
A. General . . . . . . . . . . . . . . . 1
B. e e e
Rou t
1. Protection of Streams and Wetlands
2. :Protection of Special Concern Animal
or Plant Species
3. Protection of Cultural and Historic
Resources
4. Protection of Scenic Areas
5. Compatibility of the Pipeline with
Existing Land Use
6. Survey
C. Clearing . . . . • • • • • • . • •
1. Clearing of woodlands.
2. Wood Products
3. Tree Stumps
4. Brush
5. Fence Crossings
D. Grading . . . . . . . . . . . . . . .
1. Initial Grading
2. Erosion Control Devices Associated
with Grading
3. Mulch
E. Roa d Construction . . . . . . . . . . .
1. Construction Path
2. Access Roads
F. Dit ching . . . . . . . . . . . . . . .
1. Ditching Specifications
2. Blasting
3. Access Over the Ditchline
4. Topsoil Conservation
5. Drainage Tile Facilities
6. Ditchline Barriers

7. S 1 ction and Planning . . . . 1 - 2
Spoil Pile Sediment Traps
2 - 3
3
4
4 - 5

G. Backfilling . . . . . . . . . . . . . .
1. Backfilling Specifications
H. Cleanup and Restoration . . . . . . . .
1. Removal of Construction Debris
2. Final Grading
3. Restoration and Stabilization
4. Fence Repairs
5. Line Markers
6. Restoring Manmade Structures
I. Routine Noise Impact Mitigation
Measures During Construction . . . . .
III. Streams and Wetland Crossings . . . . . . .
A. Stream Crossings . . . . . . . . . . .
1. General
2. Equipment Crossings
3. Clearing
4. Grading
5. Ditching
6. Backfilling
7. Restoration
8. Hydrostatic Test Water
B. Wetland Crossings . . . . . . . . . . .
1. General
2. Clearing
3. Grading
4. Ditching
5. Backfilling
6. Restoration
IV. Railroad, Highway, and Road Crossings . . .
A. Highway Traffic Control . . . . . . . .
B. Open Cut Crossing . . . . . . . . . . .
C. Bored Crossings . . . . . . . . . . . .
D. Erosion Control . . . . . . . . . . . .
V. Handling and Disposing of Hazardous
Materials . . . . . . . . . . . . . . . . .
A. Storage of Fuels . . . . . . . . . . .
B. Refueling of Equipment . . . . . . . .
C. Cleanup Procedure . . . . . . . . . . .
Paae
5 - 6
6 - 7
7
7
7 - 9
10
11
11
11
11
11
12
12
12
12

z1ga
VI. Maintenance . . . . . . . . ... . . . . . . 12
A. Maintenance of Permanent Right of Way 12
1. Cleared Width
2. Maintenance Techniques.
3. Erosion Control
B. Pipeline and Right of Way Patrol . . . 13
C. Sensitive Site Maintenance . . . . . . 13 - 14
1. Streams and Wetlands
2. -Steep Slopes and Ravines
3. Special Concern Habitat
4. Scenic Areas
5. Other Conditions
D. Use of Right of Way . . . . . . . . . . 14
E. Local Laws and Ordinances . . . . . . . 14
VII. Supervision . . . . . . . . . . . . . . . . 14

North Carolina Natural Gas Corporation shares concern and responsibility for
' the environment of the State of North Carolina in which it operates. This
management plan addresses the environmental concerns encountered during
construction, maintenance, and operation of company facilities. The plan is a
summary of methods, devices and procedures which may be required for a
particular situation. This management plan is neither all inclusive or fixed,
and will be modified and updated as necessary to cover general requirements or
specific instances.
' II. PIPELINE. CONSTRIICTION
A .LS1.
Generally, NCNG maintains six objectives during planning,
construction and operation of a pipeline:
1. Choose the best route for the pipeline.
2. 'Clear the minimum right of way to allow for safe
construction and operation.
3. Complete construction as expediently as possible.
4. Protect surrounding environment and ecosystems from
permanent damage.
5. Maintain a positive, cooperative working relationship with
local, state, and federal government agencies and personnel
within whose jurisdiction NCNG operates.
6. Operate and maintain NCNG facilities in a safe manner,
meeting or exceeding applicable codes and regulations.
It is the intent of NCNG to plan a pipeline in such a way as to minimize the
' adverse impact on the environment and community. This Section (2) covers the
general environmental management plan. Requirements specific to this project
will be defined in Section 3.
' B. Route 9planting and Planning
NCNG pipeline routes are selected to enable the safe and efficient
transportation of natural gas from existing facilities, from a
' source, or to a market, in a manner compatible with the
environment. Environmental concerns include the following:
1. Protection of streams and woodlands
' The crossing of all streams, creeks, woodlands, etc. is
avoided if possible. If a crossing or installation must be
made in such areas, the following three criteria are
' observed:
a. Design to facilitate construction and maintenance.
b. Minimize damage to existing ecosystems, including
' their banks and approaches.
C. Choose sites which facilitate control of runoff.
2. Protection of special concern animal or plant species
' The majority of our pipeline projects are "small" according
to industry standards. They do not disrupt a sufficient
amount of land to destroy a complete natural habitat. The
duration of any disruption resulting from pipeline
' construction is kept to a minimum in order to decrease
environmental impact.

' 3. Protection of cultural and historic resources
if a cultural resource survey is required, it will be
performed by a qualified third party. NCNG will work with
' authorities in order to minimize the adverse impact on
cultural resources.
4. Protection of scenic areas
' NCNG will construct and maintain pipelines and all other
facilities in such a manner as to minimize the adverse
impact to scenery.
5. Compatibility of pipeline with existing land use

11

NCNG normally constructs pipelines within permanent
-easements which grant NCNG the right to construct, maintain,
access and operate one or more natural gas pipelines. This
does not include distribution system pipelines which are
normally installed within road right of way, or utility
easements.
Specific concerns for land use following installation of a
pipeline can be included in the grant of easement negotiated
with individual property owners. Due to the fact that the
pipeline is installed underground, few land uses are
restricted within the permanent right of way. Land uses
prohibited within the right of way include surface mining
(or strip mining), tree farming, residential housing, and
industry.
6. Survey
A centerline survey of the proposed pipeline route will be
performed by qualified licensed personnel. Environmental
concerns are first addressed and recorded during the
preliminary route survey.
C. r_earinc
1. Clearing of woodlands
For most NCNG pipeline projects,"a 50 foot wide right of way
is specified on grants of easement and required for safe and
efficient construction. Figure 1 contains a detail of a
typical cleared right of way.
Trees, brush and other obstructions will be cleared from the
right of way to facilitate construction. Trees and shrubs
not removed shall not be unnecessarily damaged during
clearing or construction. Trees and brush will be felled
into the right of way to minimize damage outside the right
of way.
2. Wood products
Timber will be cut into twelve foot lengths or smaller. It
will be the property of the party clearing the right of way
unless other arrangements are made prior to clearing.
2.

1

1
3. Tree Stumps
Tree stumps will be removed where necessary to install pipe.
otherwise they will be cut as close to ground level as
practical. Stump removal is the responsibility of the party
clearing the right of way. Depending upon approval of the
landowners, stumps may be:
a. Buried off the right of way
b. Windrowed along right of way
c. Removed from site and disposed of properly
d. Burned on right of way after permits obtained
4. Brush
Brush piles may be constructed of limbs, tops, etc. less
than 4" in diameter along and outside of the right of way
with the approval of the landowner. Brush piles should be
constructed approximately twelve feet wide with breaks every
100 to 200 feet or less to permit wildlife travel.
Alternatives to piling are as follows:
a. Brush may be chipped and spread over right of way or
removed.
b. Brush may be burned where permitted by law. All
required burning permits must be obtained.
5. Fence crossings
where pipeline construction requires removal of fences,
adequate temporary fencing shall be installed. Figure 2, in
the appendix, describes an approved temporary fence and
gate.
D. Grading
1. Initial Grading
The minimum amount of initial grading necessary to permit
safe pipeline construction will be used. Erosion control
devices will be installed where necessary at the time of
initial grading.
2. Erosion Control Devices Associated with Grading

The erosion control devices contained in the Appendix are
temporary measures and are intended to be removed after
construction is completed. They will be replaced with
permanent erosion control devices or measures (such as
planting (where necessary).
The most useful accepted erosion control device is the
Interceptor Diversion. It is described in Figures 3a and 3b
of the Appendix.
3. Mulch
Critical areas, such as banks sloping toward streams in the
right of way may be temporarily stabilized by applying mulch
at the minimum rate of two tons per acre.
3.

' ti
E. Road C on
onstruc
Roads associated with pipeline construction consist of two types:
tempor ary or construction path roads and semi-permanent or access
roads.
1. Construction Path
' This temporary roadway consists of a portion of the cleared
right of way adjacent to the ditchline. It is used to
_ transport equipment and materials along the ditchline during
' construction.
a. In wet and unstable soil conditions, corduroy and/or

' brush mats may be used along the construction path. A
very neat corduroy configuration is presented in
Figure 12 of the Appendix. However, since these are
temporary, they may be constructed of material
available along the construction site or hauled in
' separately. Such improvements necessary for the
d
i
ur
ng
construction path will normally be removed
final grading and site restoration.
b. Where the project inspector or contractor deems
illustrated in Appendix
d
s as
necessary, equipment pa
Figure 14 may be used.
' 2. Access Roads
Semi-permanent access roads will be constructed to all
permanent structures. They will consist of an adequate
' amount of compacted base grade stone such as crush and run.
They will be maintained by adding subsequent layers of
graded stone at periodic intervals.
F. Ditch ing
1. Ditching Specifications
Generally, ditch width will be as described in Appendix
be 36 inches below
enerall
ill
th
d
y
w
g
ep
Table. 1. Pipeline
the final graded surface or deeper. However, pipe depth may
vary according to Table 2 of the Appendix.
' i
l
2. ng
ast
B
All explosives shall be handled by qualified, experienced
personnel (licensed where required) in accordance with the
U.S. Bureau of Alcohol, Tobacco, and Firearms, 27 CFR Part
181. Blasting will be done in a safe manner.
' a. Blasting will not be done in established stream
rior consultation with conservation
without
l
h
p
s
anne
c
authorities. Damage to fish and other aquatic life
will be minimized.
b. Noise will be minimized and noise levels will be
limited to appropriate federal and/or state
requirements where applicable.

' 4.
1

3. Access Over Ditchline
Where necessary, temporary ditch crossings will be
constructed to allow livestock, vehicles, equipment, and
persons to safely cross the ditch. Typical crossing methods
are illustrated in Figures 10, 11 - A & B, 14, and 15 of the
Appendix.
4. Topsoil Conservation
_ Topsoil in farm and pasture lands will be removed from the
ditch and isolated from rock, debris, and subsoils according
to agreement with land owner. Every practical effort will
be made to replace topsoil in the top of the ditch during
backfilling. Appendix Figure 22 depicts an acceptable
method of handling topsoil commonly known as double
ditching.
5. :Drainage Tile Facilities
Crossing of drainage tiles will be avoided where possible.
If it is necessary to cross such facilities, they will be
protected or replaced and the original flow or feed
restored. Acceptable tile replacement methods are
illustrated in Appendix Figure 6.
When advantageous to both the property owner and North
Carolina Natural Gas Corporation, drainage tile facilities
may be relocated.
6. Ditchline Barriers
Ditchline barriers, as detailed in Appendix Figure 7, will
be installed in the ditchline to slow the velocity of runoff
and prevent erosion. This method will be utilized when the
ditch will remain open for a considerable length of time in
a sloping area.
7. Spoil Pile Sediment Traps
Spoil pile sediment traps will be used on steep slopes near
stream crossings to prevent excess erosion and
sedimentation. Figure a in the Appendix illustrates the
configuration of this type of trap.
G. Back ;Ili na
1. Backfilling Specification
To the greatest extent possible, backfilling shall be done
immediately following placement of the pipeline in the
ditch. Soil from the ditch excavation will be used to
backfill where it is suitable and will not damage the
pipeline protective coating.
Backfilling shall be done in a manner that will ensure
proper settlement and not interfere with subsequent farming
operations. Every effort will be maintained to return
topsoil to the top grade of the filled area.
5.

' Ditchline barriers, detailed in Appendix Figure 7, may be
installed to prevent backfill material from sliding or
washing. Rip-rap may be used on steep embankments where
erosion is anticipated.

' g, r],panup and Restoration
in as soon as possible following
ll b
h
eg
a
Cleanup and restoration s
backfilling. During inclement weather conditions, temporary
erosion control measures may be installed until final cleanup and
' - restoration can be effectively accomplished.
1. Removal of Construction Debris
All construction materials, rubbish and debris remaining
' from construction.shall be removed and disposed of properly.
Final Grading
2.
.
The right of way will be restored to the original contour
with a smoothly finished final grade except in areas where
this would prevent access or maintenance on the pipeline.
Rock and other material resulting from construction which
' may interfere with farming shall be removed.
Permanent diversions shall be fertilized, limed, seeded and
mulched in accordance with Table 3 in the Appendix. They
shall be periodically inspected for effectiveness and
maintained accordingly.
3. Restoration and Stabilization
As soon as practical following construction and after the
final grade is established, seeding and mulching shall
commence. Unless otherwise directed by local Soil
Conservation services or soil analysis, the applicable rates
listed in Table 3 of the Appendix shall be used.
a. All rights"of way shall be regularly inspected and
' maintained for the life of the facility.
b. Special seeding, restoring or stabilizing measures may
be required resulting from an agreement with the
property owner.
C. Steep slopes may be stabilized with jute netting as
illustrated in Figure 16 of the Appendix. Tack shall
be applied in areas of highway rights of way where
determined essential for soil stabilization.
4. Fence Repairs
' All fences disturbed during construction shall be repaired
or replaced with equal or better quality and style of
fencing. Fence repair is subject to landowners approval.
5. Line Markers
Permanent line markers shall be erected following final
grading, restoration and stabilizing. An example of
permanent line markers is included in Figure 9 of the Appendix.
' 6.
i

6. Restoring Manmade Structures
All manmade structures existing prior to construction which
are damaged or altered during construction will be repaired
or replaced and left in equivalent or better condition than
they were in immediately prior to construction. Alternative
arrangements may be made with property owners.
I. Routine NoJse Tmoact Mitigation Measures During Constnction
All construction equipment shall be properly maintained so as not
to result in excess noise emission. Equipment will be utilized
during a normal Monday through Friday work week between dawn and
dusk. In order to reduce the overall time required to install a
pipeline, make up for bad weather, etc. work crews may also work
Saturdays.
Areas where specific noise limiting or scheduling will be required
shall.be outlined in the applicable contract or determined at the
discretion of the NCNG construction inspector.
III, STREAM JAIM WETLAND CROSSINGS
A. CtrPam crossings
1. General
Each stream crossing will be treated as a separate
subproject for purposes of construction. This will enable
ditching, pipe installation, backfilling and stabilization
to be accomplished in sequence within a minimum number of
days.
Crossing of streams 20 feet wide or less and 3 feet deep or
less shall be accomplished within a 48 hour period. Typical
stream crossing methods are illustrated in Appendix Figures
10 through 15.
All stream and river crossings shall be constructed in
compliance with existing applicable regulations.
Equipment shall not be refueled within 100 feet of an
existing water source, spring, or well. Construction
materials, fuels, etc. will not be stored on the banks of
streams or areas subject to flooding.
2. Equipment Crossings
Minor streams where excessive rutting and sediment are not
anticipated will be crossed the least number of times
required for construction. Where stream banks and bottoms
will not allow for crossing without excessive damage and
sedimentation, temporary crossings shall be constructed.
Figures 12 and 14 in the Appendix illustrate the typical
' installations of mudboards and equipment pads respectively.
Where it is necessary to construct a stream crossing
utilizing a culvert, the crossing should be constructed as
illustrated in Figure 15 of the Appendix. This method
' allows for a more dry ditch under the level of the stream
bottom.
11
7.

r cleaning
f
o
Equipment will not be parked in streams
purposes.
' 3. Clearing
A maximum of 40 feet shall be cleared.
a
.
b. Tree stumps will be removed where necessary for
' construction. All others will be cut off at ground
level and left in the ground. Refer to Section II.C.
for further details.
- 4. Grading
Grading will be kept to a minimum in the area of stream
crossings. When grading is necessary, it will be done from
' the banks. Stream banks with slopes less than 20 percent
will not require grading.
Spoil will be piled away from the stream and protected with
' .
silt fences, and/or spoil pile sediment traps as in
mulch
,
Appendix Figure 8, so that it will not erode into the
stream.
' On steep embankments, interceptor diversions illustrated in
d and drained off the
ll
e
Appendix Figure 3 shall be insta
right of way into adjacent filter strips of natural
vegetation. Stone filters as in Appendix Figure 5 may be
' used where insufficient natural vegetation exists. Where
necessary, water control devices will be installed within 48
hours of completing construction grading and maintained on
banks until restoration begins.
'
5. Ditching
Ditches across streams will be to minimum depths below
a
' .
the stream bottom as specified in Table 2 of the
will be done from
ditchin
ibl
g
e,
Appendix. Where poss
stream banks. Spoil piles will be placed far enough
from the stream to prevent sediment from entering the
channel. All precautions used during grading apply.
' Local authorities will be contacted prior to disposing
of spoil from saline waters.
b. Directional Boring - Large streams and rivers may be
tion bore method from the bank
di
rec
crossed by the
areas without disturbing the channel bed.
' 6. Backfilling
Material used for backfill of a stream crossing shall be
coarse enough to remain in place when the stream is flowing
' at normal velocities. Back=ill material can be ditch
Silt will not be
uled to the site
l h
.
a
material or grave
used. Appendix Table 4 lists the size of stream bed
material that various stream velocities can transport.

I S.

7

7. Restoration
The slope of the earth replaced adjacent to water crossings
will be the minimum of the original grade or
a. 1:1-% or 67% for clay containing soils
b. 1:3 or 33V for sandy or cohesive soils
if steeper final slopes are necessary, they shall be
stabilized using rip-rap, gabions, log barriers or other
_ site determined methods. Specifications will be provided
per job requirement.
Installation of gabions and log barriers must be approved
through NCNG Engineering by the North Carolina Department of
Environment, Health and Natural Resources.
The right of way on stream banks will be seeded, fertilized
and mulched according to specifications listed in Table 3 of
the Appendix. Local seed mixtures may be substituted in
some instances. Tack will be applied as necessary to
stabilize surface. Where rip-rap or other stabilization
methods are required, seeding will not be necessary.
When stream banks are subject to moderate erosion, jute
netting as in Appendix Figure 16 may be used in place of
rip-rap.
Rip-rap used for bank stabilization should be of clean,
silt-free quarry run stone. The stone shall be large enough
to prevent displacement by the normal steam current.
Rip-rap will extend from the stabilized stream bed or
channel bottom to the top of the stream bank or to the point
on the bank determined by the water level of the 50 year
storm, whichever is lower. The thickness of the rip-rap
shall be at least 6 inches and slope no more than 1:1. In
general, the normal slope of the stream bank will be
maintained.
If consistent with land use and property owner agreement,
the right of way on stream banks may be planted with shrubs,
etc.
8. Hydrostatic Test Water
Test waters shall be discharged so as to minimize the
resultant impact on the environment. Where possible, the
water will be discharged into stabilized, heavily vegetated
areas where erosion and sedimentation will be minimized.
If such an area is not readily available, a stone filter as
' illustrated in Appendix Figure 5, shall be constructed to
accomplish the same task. Potable water is often used.

9.

g, wetl and Crossings
1. General
Precautions will be taken to minimize the effects of
installing a pipeline across environmentally sensitive,
wetland areas. Crossings of such areas will be scheduled as
sub-projects to minimize the time required to install the
pipe.
Where practical, construction across wetland areas will be
_ completed when water levels are low.
Construction equipment that minimizes permanent damage will
be employed. Mats, pads, wide track machinery, etc. may be
necessary to effectively install the pipe and minimize
damage to the wetland. Appendix Figures 12 and 14 depict
typical use of mudboards and equipment mats or pads.
' Construction equipment, materials, and fuels shall not be
i
n
stored in wetland areas. Equipment shall not be refueled
wetland areas.
' A buffer zone of approximately 100 feet to either side of a
wetland shall be considered as also being environmentally
sensitive. Restrictions applying to wetlands should be kept
in mind and followed when practical in buffer zones.
2. Clearing
Refer to Section II.C.
3. Grading
Minimum grading will be performed in wetlands. Normally, it
' will not be required.
4. Ditching
' Standards set forth in Section II.F. apply to ditching of
will
t
h
op
e
wetlands. However, the width of the ditch at t
generally be wider and the slope of the ditch sides less
steep in order to prevent caving.
5. Backfilling
immediately following pipeline construction, the ditch will
be backfilled as per Section II.G.
6. Restoration
' Wetland areas shall be restored to normal contour following
construction. Where land was grass covered or meadow land
prior to construction, the surface shall be restored using
methods of seeding and mulching as prescribed in
Section II.H.

10.

NGS
IV. RAIL ROAD HIGHWAY AND ROAD CROSSI
All crossings shall be made in accordance with the specifications and
1 requirements contained in the applicable permits.
A. Highway T:-rnffic control
The normal flow of traffic will be disrupted as little as possible
during construction. Sufficient signs, barricades and lights
shall be erected and maintained during construction near roadways
- to ensure the public safety.
Flagmen will be used on heavily travelled roads during
construction if they are necessary to maintain safe traffic
conditions.
All conditions issued by the highway department having
jurisdiction shall be followed. Example of acceptable equipment
crossings are illustrated in Figures 19 and 20 of the Appendix.
B. Oren Rna8 Cuts
All paved state roads and federal highways shall be crossed by the
' boring method. Other roadways, normally unpaved, may be crossed
by the open cut method.
When road crossings are made by the open cut methods, ditches
' shall be backfilled as follows:
1. Cover pipe with a minimum of six inches of sand pad.
2. Fill the remaining ditch to surface grade level with well
nd
h
a
tamped gravel or preferably with run-of-crusher (crus
run) stone with approximately 15:1 stone-cement mixture or
equivalent.
' 3. After backfilling, the surface grade will be temporarily
restored until settling has occurred and permanent repairs
can be effectively made.
C. Rorinas
Figure 17 of the Appendix illustrates a cross section of a typical
crossing completed by the boring method. Casing may be required
and is illustrated in the figures.
Railroad crossings will be typically completed by boring according
to Figure 21 in the Appendix. Specific requirements of the
applicable permit will be met.
D. Trnginn Control
of railbanks
tabilit
th
h
,
y
e s
at
Measures will be taken to ensure t
railbeds, roadbanks and roadbeds are maintained during and after
pipe installation. Sandbags, sediment traps, etc. may be required
' to prevent damage around boring pits. water from boring will not
be discharged into streams. Where possible, this sediment laden
water will be pumped to vegetated areas where material percolation
and filtration can occur.
t All disturbed areas will be restored to normal or better
conditions, including the ditchline.
1 11.

' HANDLING AND DTSPO4AL OF HAZARDOUS MATERIALS
V.
Unless ot herwise stated, hazardous materials such as fuels and oils
1 shall be kept and transported in sealed containers or vehicles designed
for such.
A. G o acre of Fuels
b
it
h
If e
s
e jo
necessary, fuel will be stored at equipment yard on t
in approved containers.
B. Ref ueling of Ecru m n
No equipment shall be refueled beneath trees, or within 100 feet
of any stream, wetland, spring or well.
Cle Procedures
a
C. n=
Spill areas shall be cleaned up immediately. Heavy spills shall
be
f cleaned up by removing the contaminated top soil and disposing
roved area
il in an a
h
o .
pp
e so
t
VI. MATTNTENAN
Ma
A CE
intena e of Permanent Right of Wav
.
1. Cleared Width
' A 50 foot wide right of way will be cleared and maintained
for transmission pipelines of outside diameters larger than
4 inches. This enables NCNG personnel to:
i a. Access the pipeline for pipeline patrols, leak surveys
and corrosion surveys.
b. Access the pipeline for making repairs.
C. Ensure visibility of right of way, aerial line
markers, vent pipes, valve nests, etc. during aerial
patrols.
i 2. Maintenance Techniques
a. Mowing
b. Brush hog
t c. Herbicide
Herbicide will not be used to maintain right of ways.
t 3. Erosion Control
Erosion is normally reported by the NCNG aerial patrol
pilot, but reports can come form any source. When reported,
appropriate corrective measures are taken by the Division
Construction Superintendent in charge of the effected area.

1 12.

B. Pipeline Patlml
NCNG contracts professionals to patrol transmission pipeline by
airplane. Two patrols are made each month. One patrol is flown
over the main transmission line only and one is flown over the
transmission system, including laterals. During aerial patrols
the pilot is asked to report:
1. Fallen timber or logging that interfere with the right of
way;
2. Serious erosion washouts, or landslides which may endanger
_
the pipeline;
3. The deteriorating condition of any diversion or water
control devices along the right of way,
4. The condition of banks on streams and river crossings;
5. Any unfavorable condition along the pipeline right of way.
The pilot is in radio contact with NCNG operating personnel and
reports hazardous situations immediately. Written reports of each
patrol are-submitted to the Operations Department where they are
reviewed and filed.
C. Cenci tiye Site Mai ntena_nce
1. Streams and Wetlands
During routine inspections, surveys, and maintenance, NCNG
' personnel will also inspect and note the condition of
temporary access roads, stream crossings, culverts,
diversion or sediment control devices including planted
areas placed by the company during construction. Any
required improvements or repairs shall be made as soon as
practical.
2. Steep Slopes and Ravines
During routine inspections, surveys and maintenance, all
steep slopes and ravines existing along the pipeline right
of way shall be inspected for signs of erosion. Remedial
measures will be prescribed to stabilize the area.
Improvements or repairs shall be made as soon as practical.
3. Special Concern Habitat
NCNG does not anticipate constructing any pipeline projects
of sufficient magnitude to destroy the habitat of a
threatened or endangered species. If there is any suspicion
of such a species habitat being threatened, NCNG will enlist
the services of a competent biologist, ecologist, or
botanist, whichever is applicable, to appraise the situation
and make recommendations.
As a member of the North Carolina community, NCNG maintains
a vigilant concern for all of the state's natural resources.
4. Scenic Areas
During routine inspections, surveys and maintenance, the
appearance of the right of way in scenic areas or areas
' crossing public thoroughfares, etc. will be noted.
Corrective measures will be taken to maintain the esthetics
of these areas.
13.

5. Special Conditions
NCNG will comply with any special conditions negotiated with
property owners along the right of way. All permit
conditions will also be met.
D. jlge of Right of_Wav
For the most part, NCNG's facilities along the right of way lay
underground. Normal use of the land surface by property owners
which does not interfere with NCNG's rights or endanger the
physical integrity of the gas system may continue.
E. focal Laws and ordinances
NCNG will abide by local laws and ordinances.
VII. SiTPERVISION
r All NCNG construction projects are managed at the jobsite by trained and
experienced personnel. Normally, direct supervision is provided through
construction inspectors and division superintendents. A close account
1 of construction activities is maintained by the division and general
offices. A copy of this plan will be maintained at the jobsite and
division offices.

14.

I
Appendi
F igure Title Pace
1 Typical 50 Foot Construction Right of Way 17
2 Temporary Gates for Pipeline Construction 18
3 Interceptor Diversions (3a & 3b) 19 & 20
4 Silt Fence 21
5 Stone Filters 22
6 Field Tile Replacement Methods 23
7 Ditchline Barriers 24
e Spoil Pile Sediment Trap 25
8a Erosion Control Measures at Minor Stream 25a
I Crossings
9 Typical Line Marker 26
10 Typical Equipment Stream Crossing Methods 27
lla Flume Pipe at Equipment Crossings 28
1 lib Temporary Stream Crossings 29
12 Corduroy or Mudboards 30
13 Floating Equipment Platforms 31
14 Temporary Stream Crossing Equipment Pads 32
15 Typical Dry Ditch Stream Crossing 33
16a Jute Netting 34
16b Jute Thatching For Channel Stabilizing 35
17 Typical Bored and Cased Highway Crossing 36
18 Typical Open-Cut Road Crossing 37
19 Rock Pads at Road Crossings 38
' 20 Typical Road Crossing Control Measures 39
21 Typical Casing Installation For Railroads 40
22 Topsoil Conservation 41
23 Rock Check Dam 42
24 Riprap Detail 43

15.

t

t
I

1

1
Appandi x
Table Title P.aCTL-
1 Minimum Width of Trench Excavation 44
2 Minimum Depth of Cover for Buried Pipelines 45
3 Seed Mix Requirements 46
4 _ Mulch Anchoring Guide 47
16.

i
i
C004STRUGr10N R/w
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0
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? STPJMSING i PIPE ? DITCH I SPOIL 1
1 1 510E
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t I I 1 t 1
HANDLIWdS
1 AREA I ? I 1 1
I ? 1 I I ?
5 0'
(C.OK3TiZUCT1cim R/w
r PROPOSED
J CONSTRUCTION!
PRL• CONSTRl7Cfi01<
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(COId5TRi1CT'1oA1 R/W )
OURING
CONSTUCTION 35 ' 15
I t,
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t
SING 6TRINLIU6 PIPQ t OKCM `SPOIL.
L?juE a. rRUC-CSC `MtLO SIDE
PIPE PIPE APAA
uNf.OAOINb6
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nIOTE:
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ORIGINAL CONTOtlA7t ""Ss
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WITH LANOOWLICA.
W.
OYM6?MN?AMIII 07C- CMM1tOTT11 3100 70-3172-7764
,
17.
1
1
1
1
i
i
1
1
i
i
1
1
1
1
1
1
1
1
1
TEMPORARY GATES FOR PIPELINE CONSTRUCTION
/ WrL^p 5rIc W. ? wIRC Aaow-40
/To" E`•n o? GATA ro-, A"a
/ l Salo r-mv of ST,cK tM
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9.5M•.r+ Mllra?) I
9UWCAI1 VA•IMIL[. NK- C"AML0r ! 780 70MS?2-7744
In
NOTE: POSTS T BAq 1 YPC THEN
l P Er tSTIr+G FE,r+C£ i?CL SZ EE ?. f
FtLr,.ov` TxE STLGL•T'Br?R po?T Oev 60TIA SIDES
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wOOaEn+ ?OSTS 8?t??CCa AS S?w?r4 .OR 3Ra? Ex1aT1?+(._
?oa? hS ?Q EQ. ..ww?•• aamn•Ill m It ?T111111 aAn nAB

t FIGURE 3a
(See illustration, next page)
' INTERCEPTOR DIVERSION
Interceptor diversions are the most common and effective device used for erosion

' control on pipeline construction. Typically, this device consists of an 18" to
24" high curb constructed across the ROW with a maximum of 2% outslope. The curb
is constructed of compacted earth fill with side slopes of 2.:1 or flatter to
allow the passage of construction equipment. The outlet of the diversion can
be stabilized with natural vegetation, rock, brush, or s taked hay bales which
are buried four inches. Spacing of interceptor diversions will be in accordance
1 with Figure 3. Temporary diversions will be maintained until permanent
diversions are installed. In some cases, diversions are not installed due to
the desires of the landowner, i.e., plowed fields, etc.

If slopes with shallow bedrock, which will not permit grading to the extent
required for the above described device, are encountered, an open top culvert
can be substituted. These are channels constructed on half round pipe, hardwood
lumber, etc. and will be installed in the same manner as interception diversions.

1

iq.
1
1
1
1
W 10
a 40
O 30
? P
10 zo
10
o O / - • / rlyr?l??
O B O /? _
FEET /h /r=_ =IIIIS"n7 Z-j
a riI
f F 1
INTERCEPTOR SPACING
ri ' II CROSS-SECTION OF DIVERSION
ALONG GRADE
HVTERCDn R DIVERSION STONE FILTERS
WITH OUTSLDPC OF 2'A AS NECESSARY
THE
D PIP-
CUA -rr 70 VEG2"r
AREA CR SILT FEIdG
/rOTP: DIVERSION OUTLETS WILL ALTERNATE FROM SLOE TO SIDE WHEREVER POSSIOL£.
NOTE W SPACING TO BE USFD JrW LOTH PERAIAIYEIVT AA/O TEAIPORARr /NT£RCXPTOR DIVE19ONS.
<2! TFAIPORARr /NTFRCfP VR CrVERSI0fC TO BE INSTALLED DURING GRAD/N6 OPERATIONS AND
WILL BE MAI•NTA/N£D UNTIL PERMANENT INTERCEPTOR DIVERSIONS ARE INSTALLED.
OR SOIL IS OTHERWISE STAEILIZED.
W hr EXIST/NG V£G£TAT/ON IS MARGINAL, INSTALL STONE FILTERS AT DIVERSION OUTLETS.

OYMCAM-#AAM/IL HOC.. CMAOtOM 740 704-S71-7164
/
2n
11
11

I ?

it
b
N
i
W ry m
Y
,o GA.
NOTES:
,STEEL OR WOOD POST
l
j /WIRE FABRIC %0::: For North Carolina. this
'f silt :ence will be used or
WOVEN GEOTEATILE OR one which has been aporoved
OTNER APPROVED MATERIAL and agreed upon by %C Dept.
of Natural Resources and
{Co=uni::• Development.
if an alternate si'_: :ence
F i
b
' BURY WIRE AND BURLAP YN. 6" - 8"
BAC1(FILL AND MAM TAMP
I
s used. installation will
e in accordance with the
e:anufacturer's recommendations.
N
II : ? ! ?ROUND LM
DETAIL OF TEMPORARY SILT FENCE
1. FENCE FABRIC SMALL BE A WH. OF
32 's WIDE AND SMALL MAVE MIN. OF 6
LINE WYIES WITH 12' STAY SPACNG.
L StXM" SMALL BE 7 1/ 2 OZ WT. AND
A MB/. OF 32' vAM IT SMALL BE FASTENED
ADEOUaM TD THE FMW AS DBNECTED BY THE ENOIEEP-
3. STEEL POSTS SMALL BE 510' IN HEIIGMT
AND SMALL BE SELF FASTEMM ANGLE STEEL TYPE
4. WOW pOSTS SMALL BE S TO 6 FEET N H gGNT AND 3 TO 4 N. IN DIAMETER.
WILE FABRIC SMALL BE MZTE)EO TO WOOO04
POST WITH NOT LESS THAN A9 WB1E STAPLES 1 1/2* LONG.
IOOMCA*- AAAILL.*W- CNAALOTTS iN /e4-371-7784
21.
NORTH CAROLINA NATURAL GAS CORP.
ENGINEERING DEPARTMENT - FAYETTEVII I K N.C.
SILT FENCE
DESIGNED BY DATE CORR6GT OT i vn
DRAWN BY DATE APPROVED BY I OA
TRACED BY I CATS APPROVED BY
CNECX® BY DATE Cw.[r [wA...[[w
E. R. NO. SCALE FIGURE 4
W. A. NO. sMEET OR
VAIL AS DIRECTED BY THE DKaaEER I
10 . MA)L i
FIELD DETERMINE
ee000 p O 0 °p.n
SURFACE
°0
O 000GQ O OO pp 00 O°p°°O? p00
°°° aooo°oo°oooaoo°oo°00°°
O ?p 0 0p OpOO 000 000°p 0 °O°°°0 O 0000 ° 0°O°0 ° O
QO0000p°O 0p0000 °0°0400°00°00p
O 000
00 O 00°0 000 0 O O? 0 0 0 000 0 0 0 0 0 0°°4 00 00
00 00 p OO 0 OO ° 00 0 000 O 0 00 0 0 .0 O p O pO 00
O O ° O ° O °O ° ° ° 0° ° O 0 0 0 0 ° O °0 0 ° o
00 00°0 p 00 0 00 0 00 0 a 0 000 G °O 0°0 O°C 0 °p00 ° 0 0
0 00 0°p00 0 OQ p 000 00 Z;o 0°p°Q 00 p O O O00°O Q°0 0 00
° a 0 °° G? O° °°°00° O°p°°o Q °0? °0 °0°. °. 0°
° O° 0 0 0°0 00 0 p°0°0 0 °° 0 0 0, .0 0 ,o O 000 0 00
°°°°o °oo°voa"oooaeo°°
O p 0 000 0 p

t

GENERAL NOTES
O O O
0000 0°? 000°O pO00o ?OpO OO°o OQp°
0 0 0 00 0 0 0 00 0 0 0 0 0
0 0 0 0 0 0000 0 0 00 O
000000 p00000000 00000 O
O
O e ?0! O 0
' PROFILE '
PLAN '
i - NOT TO SCALE
2 - GRADED RIVER GRAVEL IDEAL
a. CLEAN CRUSHED ROCK ACCEPTABLE
3 - ESTIMATE AT 2 TON FOR 5' X 10' FILTER
4 - MAY BE LEFT IN PLACE IF REMOVAL IS NOT DICTATED
BY NORMAL FLOW OF STREAM OR APPERANCE
STONE BARRIERS ARE USED TO TRAP SILT AT THE OUTLETS OF WATER CONTROL
' DEVICES WHEN NATURALLY VEGETATED FILTER STRIPS ARE UNAVAILABLE
FROM EXCESS SERVE ESILTATN PROTECT BY STREAMS
FILTERINGG RUNOFF PRIOR ATOORITS NENTRANCE
INTO THE STREAM.
APPROX. 5'
I NORTH CAROLINA NATURAL GAS CORP.
ENGINEERING DEPARTNW - FAME MILLS. IL C.
STONE FILTERS
DESIGNED BY IOATE
MAN BY GATE
TRACED BY DATE
CFEMM BY IOATE
E iL Na ISCAL
N. A. N0. I%a
FIG 5
1 22.

1
i
P
ST 2:L OA PLASTIC
REPLACElwEPIPE
f3EE NOTElf, I
GRAOE
4-FIELD TILE
mEnm 1
M MrM 2

' FIELD TILE
METED 3
l
waT- I
L.) Px?LAczmrxT PZPE TO 3L AS NS.lA AS POSSZBLz -.= SAMS I.D. As TXZ FIX= TI'.S.
2.) STZZL CXRJUZA PIPE TO EAYL Z.D. AS WrAA AS POSSI3L.z TNZ O.D. OF Tax FM= TSSZ.
1.) MAINTAIN ORIGINAL FIAH LIME OF FIEZZ TILL ?,?,
IN ALL METHODS. I N11KI M r.ARni INA NATURAL
GAAOE
IT STEEL PIPE iC
E NOTE 2) fIEIp TILE
(SE
1 OYMC11-411-1. 1-- 1"4010- 140 70-372-7700 2

i
i
i
eAoFa
S/DE V1Er?
d/
-/An
0 111 i`//1
S4/?/odA?GS"' 111 ?
pweL.?c

8Gr-'y[E PIPE /.?s'*s1L.cs?7?o•J R? to ri-ALLA-no-J
49E/4fGAc- NIoT><s
-4r 7v
1. //VSTALI. At I>rc.H 1S la &40OLeMD.
PZ+o a TC 4,ovVCa+NQ M/ - QEMovE ALL
D674DH PoSAdL-E' /uATE'LJAL- +WG 2.04rs.
4. SD¢AyEo • ?N• PCh? kjG/o P04-yL e-A'TH+WE
FoA H MAY $6 -'*MW rr -TW Fo.e- S/iGJGL .
$ SAe2tr 70.&C /NC7Au fD T%) 7bf of Grr" w C LCP
4"ACQiL,x 70AT Acc Nor VSfO Erie 04CH#^46.
h / / - /lam
Z=l t ///
It" lY AS IA Jll
721k?b tt1=114= ?llalf Jflir
S LT
Top oc S^cy-
C,.A re AL To BE
$ E Lo.?N PUD-4
DEPT
?L4CF ^'
(7/ N S
OUMOAI - AMMOl6. IMO.. OMnMlOTTO 340 704-S7f-r7*q 24.

1
i
1
1
1
1
1
1
1
1
1
1
1

?v
z
z
q
?' Ya ??•J6
? DE
POST
S/LT FE?t/GE

(:! a.o ss SE c-n o ?
Alar,E ; Azso SEE FIG. 4-
yll Q' JZG
' DVMA*?AM"W. WC.. O"AX4.O Tt At 704-672-t104
L__ )
. SILT ..,.C..
C
SPOIL SIDE
SILT FENCE
I ? 7
O ? C?- SPOIL PILE
O PIPE TRENCH
WORK SIDE
OITCHLINE BARRIER
ASSUME'a O/RECflON
Of STREAM FLOW
NORTH CAROLINA NATURAL GAS CORP.
OAIN?11ft0 OBPM?MOfT . IAYETfi1IM1.B. N.C.
TYPICAL I Roslok Amp szvo4wr
F00. M10401L WMXAM M MIL CMS*IM"
1 tON ?1..??11N\L me. swaNertf W tK??tt•tttt
- - A
e== M t OAT1t -- - -
W. A. N. 2MSCr oI FIGURE !-Z
LEA

SEE DETAIL ..A..
244" FLAT FIBERGLASS
GRADE
6..
CAUTION
GAS PIPELINE
Before Digging Call
North Carolina Natural Gas Corp.
Collect 919-483-5328
DETAIL 11 A
NORTH CAROLINA NATURAL GAS CORP.
ENGINEERING DEPARTMENT . FAY[TTEV1UL N.C.
TYPICAL LINE MARKER
DESIGNED SY DATE CORRECT SY IDATE
ORAWN SYMM. 0ATIENJdA APPROVED SY DATE
TRACED BY DATE APPROVED Sy
CNECXED SY DATE ewer as?wssw
E. R. No. SCA" NQNF
W. A. NC. sNCrr of FIGURE 9

4'-0"
/I I
?? I I
I_J_
"LETTER DETAIL"
CAUTION & GAS PIPELINE
Shall Be At Least I11 High With 1/411 Stroke
' OYMOAN-PARNGLL. WC- 4""LGT I 300 104-271-n44
2 r.
1
o-=
1 >`
3
1 ? .
v
DITCHL/NE BARRIER
-5-, cutvs7r (ZD' MW.)
-? 6
•+.?'?-.?s31i? EOU/PNENT CROSSING

SILT FENa AT ALL CtSTLQ! =D
AR-CAS =J4i F.NT 0 vArc'X
S=UR PROTECTION
MIN. ROCK SIZE B TO /O INCHES
ASSUMED DIRECTION
or STREAM FLOW
NO rE: • EOUIPMEN r CROSSINGS rO BE PREPARED AS SHOW
IN FIGURE "I I N OR FIGURE "14
' • SEE SITE SPECIFIC PLAN FOR DETAIL.
• STONE WILL BE PLACED Ar THE OUTLET OF ALL
CULVERTS r0 PROVIDE SCOUR PROTECTION IN THE
1 EX/STING CHANNELS. MINIMUM ROCK SIZE
-S r0 /O INCHES.

' suaaw«?weaa« way cwwatotr[ au aM-sat-aa••
27
SILT FeMCE
SAS P1.E
NORTH CAROLINA NATURAL GAS CORP.
v4GINLERING OEPARTMENT - FAYCrMVILLE N.C-
TYPICAL EQUIPMENT
STREAM CROSSING METHODS
DRAWN BY I OATE
TRACED BY OATS
CH9=90 By DATE
L, q. NO. SCALE
w. A No. SMELT OF
APrROVED BY
c".., f. d-cm•
FIGURE 10
i
1
1
1
1
1
1
1
1
1
t
1
1
1
1
INTERCEPTOR
DIVERSION
(IF NECESSARY)
D PyPE DfA METER (.2!2: L ; 20' MkNLkA- V
L WATER LEVEL AT NCQ#-4AL FLOW
C COVER DEPTH (APPP= JC - TD IQ )
S SPACMNG WIDTH (APPS. 45D)
Lin--I F--I--S
FEIN'
'T£RCEPTOR DIVERSION
?EAM
6' CS?LIS'fi? 57C?
STEM =VERT
SCOUR PROTECTION
6'C?L1y-p 57ZriE
USE AS MANY CULVERTS AS R£OUIRED TO. SPAN ENTIRE STREAM
BED WITH PIPES SPACED ONE-HALF THEIR DIAMETER APART.
STONES WILL BE PLACED AT THE OUTLET OF ALL CULVERTS
TO PROVIDE SCOUR PROTECTION IN THE £X/ST/NG CHANNELS.
MINIMUM ROCK SIZE: 6 TO /O INCHES.
9VWA*-PAOM4IL WC., CNMKOTTR 340 /0h611-7100
28.
r
t
i
Cdi,aclty of Pipe Culverts
Coarse Aggregate 6" Deep Togettner = bank- Ful! Flow
\
1/2 Diameter r- Earth Fi l l Covered by
Large Angular Rock
of Pipe or !2" -? \--
uhicherer is
Greater
,, ,,. :lllllr lilt'
r,?? ` -r=.• ? ' ':-
,,.,t ;Ills
Elevation
Coarse Aggregate
?---- 25
Minimum
Top of Bark

Plan
Large Angular
Rock Over Earth
Fill
-25 Minimum
Top of Bank
TEMPORARY STREAM CROSSING
NOTE: Detail for,all stream crossings in North Carolina.
OVNCAXMANNIIL. NN:_ CNASILOM 840 1`0A-117*-T764
29_

G
t
i

CbsE Y

-?
/ MOT 70 -ZUe
4 /NSTAZL -2rCbWIZy /N, 772rIi AY464We
7V OW&-Z r AW-e-V/Ad 4CirdKS7X ri4/'*!

f 41? ,llot
o?
?y
MlJDdoaRD:S A?E INTENDED TO PROVIDE A WORKING SURFACE
FoR CoMSTRUCT/oN EQUIPMENT ON STREAM 5ANK5 AND
0-r;wER LWsrABLE AREAS. ONCE INSTALLED, THEY PREVENT
5U6SE QlJENT DAMAGE TO Ti/E BANKS AND THE 5415PEN51ON
OF SED/ME/VT IN THE WATERWAY.
pweAw..?a11a?aLL. «•e.. e?a?aorn aa• r?rasa-nu
30.
LOGS IACA"Y 057A.WED
e .01A
S?r.dr C A^l ALSO aAr uS©
t
t
t
SINGLE SPAN BRIDGING ASSEMBLIES
Combinations of Flexifloats and Flexiramps may be
used to provide heavy-loac-capacity unsupported
bridges across narrow canals and streams. Single

floats with ramps on both ends may be assembled on
the ground perpendicular to the stream and installed
by pushing or pulling each assembly into position.
Assembly along the longitudinal centerline is optional.
OYMC^M AAUtLL. 1"C G"ARLOTTI 12* TQMOfl-11416
31.

i
i
i
Du5 /,u ,? ,rte
?? 3 'Mrs uvt.4w

Af?oo,
- e----oo

Eo wP*A"r 4160
(TYPICAL)
CvLvEtr (gips)
?/'icAs: SAD S?n?,
j,N?tJS/ONS
.? lN? ac
645,40 AL 90rgZ:
PIPE CAS ClxrEtT? t-,T tj 2£o IF A008711a,4AL
svPPoio- is ZcC?vieF_D.
2. Aom 1r1O?v4 L 040-1-, CA-J 8E Pvr rioE Sy sioE
iF EN-r" Wia-rw is 2Eoujo-e.0,
3. EQvi??vF...1J7' P,q? i S/P/cAL.L ? C0,?1sTXt.CI? !!1? hllli2?cuGbc?
zT A rte' 7VE ?3T' ?z4 ?i?w avT USES
NORTH CAROLINA NATURAL GAS CORP.
ENGINEERING DEPARTMENT . PAYVrMVIl1E. N.C.
TEMPORARY STREAM CROSSING
EQUIPMENT PADS
TRACED EY DATE APPROVED sY
CNECKm OY OATE a .cw 9MO?wf[?
E. R. NO.? FIGURE 14
W. A. NO. lNEET OF
OYMC?1Nf11MlLL wG.. CMf11lOT{ fff /fMff7?11N
32.
t
t
t
t
S-s;?EAAd
W FENCE
SPOIL PILE
OPEN pr;-ajhE T•'EI04
SdIVO BAGS Ta STcr.L OR PLASTIC 'FUEL PIPE (16' AdW)
Ctte?vnLL S%.cE?
FLOW , ???c sTr, r,? =YrRr (2c- MW)
EOUIPMENT CROSSING
6- CWJS?i D S AE
SILT Fcetcz
ASSUMED CIRECT W
OF S.'dEAM FLOW
STOAE WILL BE PLACED AT THE OUTLET OF ALL CULVERTS
'PIPES TO PROW ZC. SCOLR PROTECTION IN THE EXISTING
CHANNELS. MINIMUM ROCK SIZE 6 TO 10 INCHES.
OYMCA*F A* Nti. W- OMAALOTT% 300 76M412-7104

I

t

t
t

t

Alr:
&C-U TNAw /O')
Z' MuG OVE.2.u40 o ,.j SEA44 t /VrE A/Cr C" tW
S-r4pL.Es oN -3 = 4' CcA rc s .7 PE4PCqoiuxAe-
109 To 8^NrG

&Ajeo PPELWE
IASTAuL -jrM ,Je-rr,aG OVIs4e. eeim,4A-no•1.
(p4FM4 S,,,,Iv+u- oneATnoo4S Ae,E ?PLETie)
?NELAt. JVores
/.AJr -m 6CAtE.
2. //Vsr,4LL 1,4 gwrroM of !5; r=Acc LkA,NS
3. bvs-rAti- oIV 80wrs of Ftaw,-46 STe.EA.aS.
4 4ime, 94CO 74rC A.,tO SEEo AZEA
?o 8E A/m NE-frep.
5. ON SHC, ? 6ANrs (C4Zz67 IAN /o),Jvrc
kEr CANeUP4
b+w? sc-0pE.
6. ?ivt7esia?s •?? Y Acsv at iusn9cc?
geovc -?ur£ ,u E rlAe) O oV sLo,04Z
,aANKS 4,RE 3, .
?E? . 6m, Lzs
g6A?cE w„eE
-7
1000
l
?yt
oureAN-vAa«ata we.. Cm^llwrn 240 104-872-r7S4
34.
t
t
DETAIL FOR STABILIZING CHANNELS
WITH JUTE THATCHING '
A. Bury the top end of the jute scrips in
trench 4 inches or more in depth.
B. ?amp the trench full of soil. Secure vich a-
row of staples, 10 inch spacing, =''''•, a ?? 1fj
4 inches dovn frog the trench. Fes' .-` i

C. Overlap--Bury upper end of lower strip Y r
.00
as '_a 'A' and 'B'. Overlap end of top stomp 4 inches and staple.
E. Overfall
OIL
1` ??'
D. Mrosion stop-Fold of jute buried Y ?• yt:. ?; '
slit trench and tamped, ?'?rt' • ?•' ' y
:mc.'le raw •.?? '.?'..'%..'.?: •_'' ?lace
?..?;.
o. staples .•!:?' i.: ?• 'R, .., .; ;: °.? ,_;?.;? • y•?'? staples
? ? f? ::_? _:/• ;'3? ?:,,,?• w«•t :.:;•:. , 1? to 6 feet
4/4,;,•?;;?:; •_ "?,' ? apart as required
'_- '.r% tc keep the jute
s
1^?•:'??:
?•. '?":,•';'.:;? :: ?.:•?• firmly pressed
?`•, :,???.. i•;.Y 4 ^ into the soil.
?'<<'t?- :. ??; :,`r : ,` ?:•?' -.-i_? ?'• ^..i. 1YPICJIL S?AM
?' -••;'r? ?.'..•'\?% ?::: - :;?; 0. 48 cause Wire
1
1
1
1
i
I
1
/ •• 1
. Press andt of jute 4 inches into the soil
around structures and staple securely.
I OYMCAM-?1UIN?L mc- CMAswarT1 3m re-art-rr..
35.
WENT MPG OH Low ENO OP CASING STANOARO HIGHWAY CROSSING
TO M- WELDED TO 110170M OP CASING.
(USE I- go* ELLS OK MITER)
KWOT THE TWO OOw"STR.AM
WIRES T06ATIK" CO not ca2M1.cl
.
6.f. top ..iu .n iI
ve on compoil•
OctHll.
GREEN
BLACt RED wNITC
C
tn.ula I -Imo,,
rw+l or °`
FIVE CAMER PIPE OM1M. FIVE CUMER PIPE OIAM.
TYPICAL CATHODIC TEST LEADS
39
• II 3 2
R!ClPiACI! MIRING
...Ts: ?
TM.AMOwclO M K MADE WI.M
CAOWEL) 14-qt ANO ate
<AKTAAD&E OK SAUM. W
SLEEVE A-200
•a
41MVILCAIL61
PIPE CIA.
VENT WITH CAT$4001G
PROTEcrloN auuCT1ON
PIPE
C CONDUIT TO RECEPTACLE
.2"t 12"z t2" CouG, BASE
RAW.
E TO FOREIGN PIPJ.
OR CASING PIP£
ttrruvuSTle
CoOuMG
SLtcE.V E
-i.EAO WIRE
wIRE INSULATION
i.
BRAZE ."AS,l?i16 ?+Et?[L c WaIw,?A?LC
f-OM.PbUA.O.
"A" "" 3URJI'AtL AT *wA%=x To ExPosc 6RIG"T METAL.
AR&A MUST AC FREE Oi Old RYST? Wll SCALE.I MOISTURE
OK &Ai.ASC Tn ASSUIM PRa..E! iR.?CE.
CO/AMCMD W-ZE It EXP-SED LEAD WIIEtTO SC
COATED WIT" PIPELINE, EaIAa.EL.
TYPICAL ELECTROLYSIS TEST STATION
ryQn1 !
i
H1664W^y PL^&41L IuvcT• S&
c"Gc4wc 91410L %..ocA.Tb.J •e
OdtAtal :7'eucTw4as .
Z? 'WIMCi aeuAtNEO PIPE, tt
V660 F94 CI SI" .. PIPE
L. r Al FQES OF t404.es.
3) ku Woos My,.T SG.
FeeAude Tww-r.
4) APPLICABLE HIGHWAY
ENCROACHMEAIT AGREEMEWTS
MUST 6E 06TAImED BEFORE
CoIUSTRUCTIOPI
I NORTH CAROLINA NATURAL GAS CORP. I
ENGINEIOIING DEPARTMENT . PAYCrMVILLL N.C.
TYPICAL
HIGHWAY BORED 8 CASED
CROSSING
OESIGNED SY DATE CORRECT SY OAT
DRAWN Sly OATC APPROVED BY CAT
TRACKO SY DATE APPROVED SY
CMEdtLD SY DATE e..v ...wl.u
G R. NO. SCAL!
W. A. NO. SMLIST Of,
Fl GU R E
17

R/w
t
t
t
t
C2pSS - SEGTo?.?
s
W
? RQa?CN We1G
NA'TL I-Al. 6A s
9. muPK
W
J'
OI
1
as
1
•
1
1
r
7.
g'
41
I

Ie pITcw L.1wc.
W
T'1
rvl .
a
?TVLA6 CAS PIOELL.•+i:
DITCH CROSS SECTION
!-f L
ttrttr•• rr•trtrw /' ?/i '1' t' aY Wa
? tart•u[t ra n•a
.1?
I2• t.tYaa
t C
2
v
W
I 1
1
1 1
t
oP V ?Ev?J
t4c s:
1)41`14wn1 A-A.JS LA-3r 6C CrlC"W-"o Foe,
Lar-ATicJs oa ptA.tJ SrLLac-n+?• •
2) Q'_frf_,c rn p+Et.a Ir Co.Jet n o.Js riot.
6A4XO 4%.A.. A040 T•AwPl^34 SPAS.

t•/wa r? rl wtlaaaN r• .t' uHt 1r•a}+r •"r
w...ata r • rw.w •t•urt r rr7. ••tUUr•at
•t r.• +•t•nt• .uaa ut..ua .ttrw tat rr.trta awrrtts I?tttma•
trr••Ma tt /t.I tarlt •/tta tat.tr •Ma/NY.a
•.• ttrt•a/rN
PUMGANARNGLL. WC.. CMYLO"T 349 70h072-77..
37.

t

z ?rcl

CAtj56dD STLUC SIZE SHALL BE ASTMF 33 SIZE r Z OR • .3 CRUSHED STONE OR Co Ul V
adtnrUW P= Pap LVMENSCNS SHAD BE 75' LOV0. IV WIDE, AND 6' rHICX.
IF P= PAD BECCmM COVERED wrrH "D So AS To BS=46
P -FECrNE AWfT CA L STt A-C W/LC. BE AMM

1
t
t

1
NOTE: SEE ASSOCIATED FIGURE 20.
I CVMCAM?.MMIIL. MICA CNAILLCTT. 340 104-.f!-/TN 38.
t
1
1
1
1
1
1
1
1
1
1
1
1
1
i
L
a
s
31
i
i?
¦I
?I
ytr ?-??
Sp?L AIX
GlPELPIC M7104
:_•ArED WCRK .4AEA, IF BORED
(rYP/CA" r /S',y x JO' L)
srir F&JCE
(AS REOUIR?TJ TO PREVIVVr
ar,dricN av moo)
?•. ?- = r PAD
(AAZQCXV4ArEY 15'X Tr)
i 4r- a- QlLS/F1R7* APE
I (AS R .cE7 F= QPAntAGE)
I
I
r -
t aTCN
r--- r7ur a uA„ CIR P=
OOMCAN-OAAOILL. O.C.. COAOLOTTI 34* YO-372-TTGO
39.

G
TYPICAL CASING INSTALLATION
FOR MAIN LINE RAILROADS

3
2V MIN.CASING
LENGTH
SPtCIAt CAM _ 45' MIN.VENT
I OIMENSION
No casing under secondary or
taduserial trades if approved
by Chief tngiaeer of RA.
Casing and vent piping to end at.
R1 ROW vban specified by Chief
Engineer of U.
•j TMCAL GZ`T_'1SICNS
NOSE: Above dimensions represent
OUTSIDE oinllmeas as eeasured at
right "atlas to tenter line
TRACX of outside track.

(MINIMUM)
3' DITCH LINE
w
i3' MIN.
5'0S'l MIN.
E-----1(f IF _ J - - - ?' - - - -
I SC INSJLATCi I
II MAX Ili CASING
` (SE-m PG.323A FOR SIZING)
?•-- CARRIER PIPS
(SE= PG. 0558 FOR SIZING)
2 NO. INSULATOR
PROFI LE
1
NOTE'
Where the Rat does aoe require casing
of a low or high pressure distribution
min to a dedicated street, the carrier pipe
eaa be installed without casing in good soil
(MINIMUM)
2' TGEG/SLG 2" CASING VENT /WTH
BUG SCREEN
(2 REQ.)
ENO SEAL
Q(2 REQ.)IIMAX:
3'
QUALLY SPACED INSUI_'.TORS
1 rj I ttT?T_::I()tf
IiORTN CARGLI':A NATURAL GAS CORP.
CNGINLCnING CEPART LENT . /AYVrrCV1"r- M.C.
TYPICAL CASING INSTALLATION
FOR RAILROADS
OCsIGNCD By I OATC I CORPCCT ev I OArt
ONAWN aYNQW OATC IQ_? _I 4ee00vC0 oY I OArt 73
TRACtO sY I OATC I AreelovCZ or
CmCCxrO sY I CArc -1 . -...
C. it. No. 114ALCNON C
FIGURE 2!
An
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1
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1
1
1
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1
1
i
STRIPPED
SUBSOIL, PILE I
W
TOPSOIL PILE
I
J
A W 1

? RATURAl SOIL SURFACE
.
zSMZ::= j -= ,
C
- MO x ,
I
v 1

N I
^• 1
W (
x
REPLACED WI

" a
1
I
1 TOPSOIL

. ?„?.r .

I
Topsoil and subsoil piled in separate parallel
berms alongside of the ditch during construction.
Note: As an alternate, topsoil may be piled along the ditchline
on the working side of the right-of-way.
NORTH CAROLINA NATURAL GAS CORP.
ENGINEERING DKFARTMENT • FAYVrMVILLL N.C.
TOPSOIL CONSERVATION
DESIGNW SY DATE CORRECT SY OATE
ORAWN S1/ DATE ArFROVED SY DATE
TRACED BY DATE APMROVED By
CMECKED SY ,OAT: C-41 C-1.99R
E. R. No. SCAA.E FIGURE 2 2
W. A. No. SMEET of
OOMOAMNARMOLL. "W- OMAMOM 340 70M$71-F700 41.
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1
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1
ROCK CHECK DAM
NCDOT Class A Stone
(2 to 6 inch dia)
Flow -
2 1 24"
For larger channels use
NCDOT Class I Rip-Rap
faced with 1 57 washed
stone.
Q%WCA?AA"U. P$C- C"Aft0 I 300 704-07:-"Gg
42.
t
Vegetated V-shaped Waterway with Stone Center Drain
A II
w _MA
'"I ( =iFIIIl=Ii
18 " J-=1111111 111!`11111 4-12
Filter layer,
'II1. Iilll? t"' " gravel or fabric
Trapezoidal Riprap Channel
d
If irL w
h?
,am rr
Filter layer, gravel
or fabric
Vegetated Parabolic-shaped Waterway with Stone Center Drain
w
213 W
1
t,,I ?r 011 ice,
i d
mil ut., Jill;= 4-12 •.
Il. ,aN =•_
6' Filter layer.
gravel or fabric
Hydraulic grade tine-Ensure that the 'design water surface in the channel
meets the design flow elevations of tributary channels and diversions. Ensure
that it is below safe flood elevations for homes. roads, or other improvements.
NORTH CAROLINA NATURAL GAS CORP.
ENGINEERING DEPARTMENT . FAYETTEVILLE- N.C.
RIPRAP DETAIL
DESIGNED BY IDATE CORRECT BY OATE
DRAWN BY ATE APPROVED 0Y DATE
TRACED BY I DATE
APPROVED BY
CHMCED BY !OATS CN.[r [-ou+[u
E. R. No. 1 SCALE FIGURE 24
W. A. No. smerr OF
WNGAN."ANN[LL I16- ON.ULG77[ 160 f[.-[72-77[[
43.
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Table 1
Pipe Diameters of 4" and Larger
The minimum ditch width for 4" and larger diameter pipe shall be
the-diameter of the pipe plus 12".
Pipe Diameters Smaller than 4"
Pipe niamete_r ni_tch Width
3/4" 3"
3"
lull 4 11
211 611
3 11 811
44.
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1
Table 2
Minimum neDth of Cover for Buried Pipeline
All transmission lines shall have a minimum cover of 36 inches
with two exceptions.
1. - Pipeline in rock where the excavation must be done by
blasting shall have a minimum cover of 24 inches.
2. Pipelines crossing beneath a Federally maintained channel,
such as the Atlantic Intercoastal Waterway, shall be buried
at a minimum depth of 6 feet-below the depth of the
authorized channel.
45.
J
3
bl
e
Ta
A,za Mix Rpg`: s CntA for R ight of Way
seedi
?+?

$ na Mixture
g

Rate (lbs/acre)
Tall Fescue s0
50
' Pensecola Behiagrass
Sericea Lespedeza 30
Kobe Lespedeza 10
saad incr Notes
1. From September 1 through March 1, use unscarified Sericea seed.
' 2. on poorly drained sites omit Sericea and increase Kobe to 30 lbs/acre.
3. Where a neat appearance is desired, omit Sericea and increase Kobe to
40 lbs/acre.
' Njirse Plants
Between April 15 and August 15, add 10 lbs/acre German Millet or 15 lbs/acre
Sudangrass.
' Prior to May 1 or after August 15, add 25 lbs/acre rye (grain).
Reeding Dates
g,*_qt
Possible
Early Spring February 15-March 20 February 15-April 30
Fall September 1-September 30 September 1-October 31
Anil Amendments
' Apply lime and fertilizer according to soil tests, or
l limestone (use the lower
l apply 3,000 - 5,000
rate on sandy soils) and
lbs/acre ground tura
agricu
1,000 lbs/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lbs/acre grain straw or equivalent cover of another suitable
mulch. Anchor straw by tacking with asphalt, netting, or roving or by
crimping with a mulching anchor tool. A disk with blades set nearly straight
can be used as a mulch anchoring tool.

If growth is less than fully adequate, refertilize in the second year
' according to soil tests, or topdress with 500 lbs/acre 10-10-10 fertilizer.
Mow as needed when Sericea is omitted from the mixture. Reseed, fertilize.and
mulch damaged areas as they are found.
' a6.

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TAB 4
MULCH ANCHORING GUIDE
Anchoring Method How to Aaoly
or Material Kind of Mulch to be Anchored
A. Manual
1. Peg b Twine
2. Mulch Netting
Hay, straw or cornstalks
Hay, straw, cornstalks, compost,
wood chips, wood shavings or bark
After mulching, divide
approximately 1 sq. yd. in size.
Drive 4-6 pegs per block 2" to 3"
into the soil surface. Secure
mulch to soil surface by
stretching twine between pegs in
criss-cross pattern on each block.
Secure twine around each peg with
two or more turns. Drive pegs
flush with soil where mowing and
maintenance is planned.
Staple light-weight paper, jute,
wood fiber, or plastic nettings
to soil surface according to
manufacturer's recommendations
(Figure 5, Appendix).
B. Mechanical
1. Mulch Anchoring
Tool or disk
Hay, straw, cornstalks
NOTE - MINIMUM MULCH 2 TONS PER ACRE_
Apply mulch and pull a mulch
anchoring tool over mulch. When
a disk is used, set in the
straight position and pull across
the slope with suitable power
equipment. Mulch material should
be "tucked" into the soil surface
about 3".
W"OA"-OARMLL. INC- C""COTTf 341" 7"M"72-776Q
47.

1
SECTION 3
NORTH CAROLINA NATURAL GAS CORPORATION
EROSION AND SEDIMENTATION CONTROL PLAN FOR SPECIFIC SITES

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LINE 16L
UNION COUNTY

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SECTION 3
TABLE OF CONTENTS
Sensitive
Area No. Description
1 East Fork Lick Branch ...............
2 Creek ...............................
3 Creek ...............................
4 Creek ...............................
5 Stewarts Creek ......................
6 Creek ...............................
7 Bearskin Creek .......................
Pane No.
1
3
5
7
9
10
11

NCNG
Project: Line 16L, 6.625" Natural Gas Line
' Site: Sensitive Area 1
East Fork Lick Branch Creek
' County: Union Co.
Survey Station Nos: 16+50 - 18+50
' Topography Map: Attachment No. 1
' Soil Classification Map: Attachment No. 2
Alignment Sheet:
' 1. General
Area 1 consists of East Fork Lick Branch Creek crossing. The
' soil group here is Chewacla silt loam. Chewacla silt loam is a
somewhat poorly drained, very deep, nearly level soil found on
flood plains. Permeability is poor and surface runoff is poor.
' The soil erodibility is moderate.
The existing slope is stable and will support normal ditching
techniques. Since the only time this ditch carries any type of
t flow is after periods of rain, all construction operations should
be done during dry periods to prevent the possibilities of any
downstream waters being polluted by sediment.
' 2. Clearing
An existing 30 ft wide NCNG R/W will be used.
3. Grading
' Final grade will be the same as initial grade.
4. Ditching
Conventional ditching and trenching methods will be used.
5. Restoration
t Grade will be restored and vegetation installed
' 6. Erosion Mitigation
Seed, mulch and tack will be installed as per Section 2,
Tables 3 and 4. Silt fences will be installed around all
' spoil piles and along the right-of-way boundary.

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Sensitive Area 1
Data Sheet
Soil Type(s): Chewacla silt loam
Hydrological Group(s): C
Estimated Soil Erodibility Factor(s): 0.28
Maximum Slope: 2%
Existing Vegetation: Woodlands
Runoff Calculations Performed: No
Erosion Control Measures:
(1) Silt fence around spoil piles and along the right-of-way
boundary (Section 2, Figures 4 & 8).
(2) Seed, mulch and tack after final grading (Section 2,
Tables 3 & 4).

' NCNG
Project: Line 16L, 6.625" Natural Gas Line

J

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Site: Sensitive Area 2
Creek
County: Union Co.
Survey Station Nos: 53+00 - 55+00
Topography Map: Attachment No. 1
Soil Classification Map: Attachment No. 2
Alignment Sheet:
1. General
Area 2 consists of a creek crossing. The soil group here is
Goldston-Badin complex. Goldston-Badin complex is a well drained
to excessively drained, very shallow and moderately deep soil found
on side slopes. Permeability is good and surface runoff is good.
The soil erodibility is moderate.
The existing slope is stable and will support normal ditching
techniques. Since the only time this ditch carries any type of
flow is after periods of rain, all construction operations should
be done during dry periods to prevent the possibilities of any
downstream waters being polluted by sediment.
2. Clearing
An existing 30 ft wide NCNG R/W will be used.
3. Grading
Final grade will be the same as initial grade.
4. Ditching
Conventional ditching and trenching methods will be used.
5. Restoration
Grade will be restored and vegetation installed
6. Erosion Mitigation
Seed, mulch and tack will be installed as per Section 2,
Tables 3 and 4. Silt fences will be installed around all
spoil piles and along the right-of-way boundary.

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Sensitive Area 2
Data Sheet
Soil Type(s): Goldston-Badin complex
Hydrological Group(s): B
Estimated Soil Erodibility Factor(s): 0.05
Maximum Slope: 15%
Existing Vegetation: Woodlands
Runoff Calculations Performed: No
Erosion Control Measures:
(1) Silt fence around spoil piles and along the right-of-way
boundary (Section 2, Figures 4 & 8).
(2) Seed, mulch and tack after final grading (Section 2,
Tables 3 & 4).

1

NCNG
Project: Line 16L, 6.625" Natural Gas Line
Site: Sensitive Area 3
Creek
County: Union Co.
Survey Station Nos: 83+00 - 85+00
Topography Map: Attachment No. 1
Soil Classification Map: Attachment No. 2
Alignment Sheet:
1. General
Area 3 consists of a creek crossing. The soil group here is
Chewacla silt loam. Chewacla silt loam is a very deep, nearly
level, somewhat poorly drained soil found on flood plains.
Permeability is poor and surface runoff is poor. The soil
erodibility is moderate.
The existing slope is stable and will support normal ditching
techniques. Since the only time this ditch carries any type of
flow is after periods of rain, all construction operations should
be done during dry periods to prevent the possibilities of any
downstream waters being polluted by sediment.
2. Clearing
An existing 30 ft wide NCNG R/W will be used.
3. Grading
Final grade will be the same as initial grade.
4. Ditching
Conventional ditching and trenching methods will be used.
5. Restoration
Grade will be restored and vegetation installed
6. Erosion Mitigation
Seed, mulch and tack will be installed as per Section 2,
Tables 3 and 4. Silt fences will be installed around all
spoil piles and along the right-of-way boundary.

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Sensitive Area 3
Data Sheet
Soil Type(s): Chewacla silt loam
Hydrological Group(s): C
Estimated Soil Erodibility Factor(s): 0.28
Maximum Slope: 2%
Existing Vegetation: Woodlands
Runoff Calculations Performed: No
Erosion Control Measures:
(1) Silt fence around spoil piles and along the right-of-way
boundary (Section 2, Figures 4 & 8).
(2) Seed, mulch and tack after final grading (Section 2,
Tables 3 & 4).
G

i

NCNG
Project: Line 16L, 6.625" Natural Gas Line
Site: Sensitive Area 4
Creek
County: Union Co.
Survey Station Nos: 94+00 - 96+00
Topography Map: Attachment No. 1
Soil Classification Map: Attachment No. 2
Alignment Sheet:
1. General
Area 4 consists of a creek crossing. The soil group here is
Badin channery silt loam. Badin channery silt loam is a moderately
deep, well drained soil found on convex side slopes found on
intermittent drainage ways. Permeability is good and surface
runoff is good. The soil erodibility is moderate.
The existing slope is stable and will support normal ditching
techniques. Since the only time this ditch carries any type of
flow is after periods of rain, all construction operations should
be done during dry periods to prevent the possibilities of any
downstream waters being polluted by sediment.
2. Clearing
An existing 30 ft wide NCNG R/W will be used.
3. Grading

Final grade will be the same as initial grade.
4. Ditching
Conventional ditching and trenching methods will be used.
5. Restoration
Grade will be restored and vegetation installed
6. Erosion Mitigation
Seed, mulch and tack will be installed as per Section 2,
Tables 3 and 4. Silt fences will be installed around all
spoil piles and along the right-of-way boundary.

r
Sensitive Area 4
Data Sheet
Soil Type(s): Badin channery silt loam
Hydrological Group(s): B
Estimated Soil Erodibility Factor(s): 0.24
Maximum Slope: 15%
Existing Vegetation: Woodlands
Runoff Calculations Performed: No
Erosion Control Measures:
(1) Silt fence around spoil piles and along the right-of-way
boundary (Section 2, Figures 4 & 8).
(2) Seed, mulch and tack after final grading (Section 2,
Tables 3 & 4).

1

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NCNG
Project: Line 16L, 6.625" Natural Gas Line
Site: Sensitive Area 5
Stewarts Creek
County: Union Co.
Survey Station Nos: 112+00 - 114+00
Topography Map: Attachment No. 1
Soil Classification Map: Attachment No. 2
Alignment Sheet:
1. General
Area 5 consists of Stewarts Creek crossing. The soil group
here is Chewacla silt loam. Chewacla silt loam is a somewhat
poorly drained, very deep, nearly level soil found on flood plains.
Permeability is poor and surface runoff is poor. The soil
erodibility is moderate.
The existing slope is stable and will support normal ditching
techniques. Since the only time this ditch carries any type of
flow is after periods of rain, all construction operations should
be done during dry periods to prevent the possibilities of any
downstream waters being polluted by sediment.
2. Clearing
An existing 30 ft wide NCNG R/W will be used.
3. Grading
Final grade will be the same as initial grade.
4. Ditching
Conventional ditching and trenching methods will be used.
5. Restoration
Grade will be restored and vegetation installed
6. Erosion Mitigation
Seed, mulch and tack will be installed as per Section 2,
Tables 3 and 4. Silt fences will be installed around all
spoil piles and along the right-of-way boundary.

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Sensitive Area 5
Data Sheet
Soil Type(s): Chewacla sandy loam
Hydrological Group(s): C
Estimated Soil Erodibility Factor(s): 0.28
Maximum Slope: 2%
Existing Vegetation: Woodlands
Runoff Calculations Performed: No
Erosion Control Measures:
(1) Silt fence around spoil piles and along the right-of-way
boundary (Section 2, Figures 4 & 8).
(2) Seed, mulch and tack after final grading (Section 2,
Tables 3 & 4).

' NCNG
Project: Line 16L, 6.625" Natural Gas Line

L?

fl

Site: Sensitive Area 6
Creek
County: Union Co.
Survey Station Nos: 170+00 - 185+00
Topography Map: Attachment No. 1
Soil Classification Map: Attachment No. 2
Alignment Sheet:
1. General
Area 6 consists of a creek crossing. The soil group here is
Cid channery silt loam. Cid channery silt loam is a moderately
well-drained, somewhat poorly drained, nearly level and gently
sloping Cid and similar soils found on flats, on ridges, in the
uplands, in depressions and at the head of intermittent drainage
ways. Permeability is moderate and surface runoff is moderate.
The soil erodibility is moderate.
The existing slope is stable and will support normal ditching
techniques. Since the only time this ditch carries any type of
flow is after periods of rain, all construction operations should
be done during dry periods to prevent the possibilities of any
downstream waters being polluted by sediment.
2. Clearing
An existing 30 ft wide NCNG R/W will be used.
3. Grading
Final grade will be the same as initial grade.
4. Ditching
Conventional ditching and trenching methods will be used.
5. Restoration
Grade will be restored and vegetation installed

6. Erosion Mitigation
Seed, mulch and tack will be installed as per Section 2,
Tables 3 and 4. Silt fences will be installed around all
1 spoil piles and along the right-of-way boundary.
1
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11

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Sensitive Area 6
Data Sheet
Soil Type(s): Cid channery silt loam
Hydrological Group(s): C
Estimated Soil Erodibility Factor(s): 0.32
Maximum Slope: 5%
Existing Vegetation: Woodlands
Runoff Calculations Performed: No
Erosion Control Measures:
(1) Silt fence around spoil piles and along the right-of-way
boundary (Section 2, Figures 4 & 8).
(2) Seed, mulch and tack after final grading (Section 2,
Tables 3 & 4).
f]
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I

NCNG
Project: Line 16L, 6.625" Natural Gas Line
Site: Sensitive Area 7
Bearskin Creek
County: Union Co.
Survey Station Nos: 199+00 - 201+00
Topography Map: Attachment No. 1
Soil Classification Map: Attachment No. 2
Alignment Sheet:
1. General
Area 7 consists of a Bearskin Creek crossing. The soil group
here is Chewacla silt loam. Chewacla silt loam is a very deep,
nearly level, somewhat poorly drained soil found on flood plains.
Permeability is poor and surface runoff is poor. The soil
erodibility is moderate.
The existing slope is stable and will support normal ditching
techniques. Since the only time this ditch carries any type of
flow is after periods of rain, all construction operations should
be done during dry periods to prevent the possibilities of any
downstream waters being polluted by sediment.
2. Clearing
An existing 30 ft wide NCNG R/W will be used.
3. Grading
Final grade will be the same as initial grade.
4. Ditching
Conventional ditching and trenching methods will be used.
5. Restoration
Grade will be restored and vegetation installed
6. Erosion Mitigation
Seed, mulch and tack will be installed as per Section 2,
Tables 3 and 4. Silt fences will be installed around all
spoil piles and along the right-of-way boundary.
11
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Sensitive Area 7
Data Sheet
Soil Type(s): Chewacla silt loam
Hydrological Group(s): C
Estimated Soil Erodibility Factor(s): 0.28
Maximum Slope: 2%
Existing Vegetation: Woodlands
Runoff Calculations Performed: No
Erosion Control Measures:
(1) Silt fence around spoil piles and along the right-of-way
boundary (Section 2, Figures 4 & 8).
(2) Seed, mulch and tack after final grading (Section 2,
Tables 3 & 4).
SECTION 4
LIST OF ATTACHMENTS
' Attachment No.
la .........
lb .........
2a .........
2b .........
Description
Topography Map
Topography Map
Soil Classification Map
Soil Classification Map

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'U l I - 604. c c O -tipper/
600
• f J ( .?? v B / S.
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L 3 SA-1 O? X1592 - ?? j - , , ?. ? , j ?. ??
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?Cem\.
4'Grace?Ch _ ?90/
??\ fCCC,
1 1 l sso. r o / , ?1 ? ?? 11'4? ?090??
Fowler
?.
•Crossroa$s"?
°
4? 2
SA-2 ` y J `? `>? it ill 4"i? \ _??? C\SSO???/? I (1 ///
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•? .I' h ( 11 1 Z " ??
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SA-5
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airgr 11i; 5 lih jl?
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?: :y ?' i.? ??
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200
`1579 rte.
x i r? o. ?1. oo ?_' v ??` rp SA-6
(MONROE) 541 WINGArE 6 MI. 32'3011 •542 4853 I NE WADESSORO 29 MI. 543 /.l Ml, r0 U. S. 74 a • INTEI SCALE 1:24000 544
o I MILE ATTACHMENT NO. 1A
1000 2000 3000 4000 5000 6000 7000 FEET Primary highway,
....
5 0 1 KILOMETER hard surface. ... .. ... ..
Secondary highway
hard surface ...............
CONTOUR INTERVAL 10 FEET
NATIONAL GEODETIC VERTICAL DATUM OF 1929 Interstate F
P COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS QUADRANGLE LOCATION
R SALE BY U. S. GEOLOGICAL SURVEY Revisions shown in purple and woodland compiled in cooperation
9 COLORADO 80225, OR RESTON, VIRGINIA 22092 with State of North Carolina agencies from aerial photographs taken
TOPOGRAPHIC MAPS AND SYM80L.S IS AVAILABLE ON REQUEST
1984 anr+ nthP, srnnres This infnrmatinn nn! flo1,+
MONROE QUADRANGLE
NORTH CAROLINA-UNION CO. ?9ywP?g
7.5 MINUTE SERIES (TOPOGRAPHIC)
60t CONCORD 31 Ml.
32'30" 542 543 9 Mi. rO N. C Zia 544 1 550000 FEET 80; 30'
-35°00'
61 Dh??terf? '!? III 8 J so /? f? ?? lii
Tr_
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BA-7
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1?:.? 1 ?? .r' /?" / % G?? ??w???? ?. ?? S? ?\ ?? °' /.- 500 ?l% ?'?? ' ?? ??? ? t Il ?j`\/L? ?. •?
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Libra ?sso 1 5
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450000
1 r i ; ( ??\? ?? ?f Q?
??I I? '? it? l - ?? i .? := ?- •?? ?? ??-i
l' C? _ 4• - ' "? 1 !?-? ?) Golf C - -
1 I I r ??F?>__ ?'--'" ??? ?'J ? ??? ? ?? ? I .? .,? ? ,Lem ii ? ?/ •
f 964
I I I _?f` I?i`N J'?•?? `c` \ V !2: Galk Course
?Picnic.Are ??/?? sso
3869
sso? s /
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4 = u 1 ,O ' / A? N 500 I (w ?? 57'30"
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--
591
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A
ATTACHMENT NO. 1B
I
L SURVEY OF UNION COUNTY, NORTH CAROLINA - SHEET NUMBER 18

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1-
ATTACHMENT NO. 2A
Cmi
SA-6 rte`
7?
8d82
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1
3ER 23
23
1 N

9

ATTACHMENT NO. 2H
2 MILES

1

I SECTION 5
1 BIBLIOGRAPHY
(1) North Carolina Erosion and Sediment Control Planning and
Design Manual, September 1, 1988
J
1