20130101 Ver 1_More Info Received_20130123 (2)

41
r6111 Piedmont
Natural Gas
4720 Piedmont Row Drive
Charlotte, NC 28210
a Town of Kenty ,
Tovim_of, Ison's Mills
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NORTH CAROLINA
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KEY MAP
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FEB 0 4 2013
NC DENR LENOIR
COUNTY
5113 LOOP - WEST
M C D E N R UM
EROSION CONTROL COVER
> ; 12' NATURAL GAS PIPELINE, NORTH CAROLINA, PROJECT NUMBER: 39911024
10550 Richmond, Suite 155 5020 Ritter Road, Suite 206 PLOT SCALE AT 22' x 34'
Houston, TX 77042 Mechanicsburg, PA 17055 DRAWING NUMBER: 56LW- SEC -"01
SHEET 1 OF S2

EROSION and SEDIMENTATION CONTROL PLAN PRELIMINARY REVIEW CHECKLIST
The following items shall be incorporated with respect to specific site conditions, in an erosion & sedimentation control plan:
NPDES Construction Stomtwater General Permit NGG010000
Designation on the plans where the 7 or 14 day ground stabilization requirements apply per Section 11.6.2 of the permit.
Design of basins with one acre or more of drainage area for surface withdrawal as per Section 11.6.4 of the permit.
LOCATION INFORMATION
X Project location & labeled vicinity map (roads, streets, landmarks)
�— North arrow and scale
Identify River Basin.
X Provide a copy of site located on applicable USGS quadrangle and
NRCS Soils maps ff it is in a River Basin with Riparian Buffer
requirements.
GENERAL SITE FEATURES (Plan elements)
X Property lines & ownership ID for adjoining properties
�— Existing contours (topographic lines)
NTA Proposed contours
Limits of disturbed area (provide acreage total, delineate limits,
and label). Be sure to include all access to measures, lots that will
be disturbed, and utilities that may extend offsite.
N/A Planned and existing building locations and elevations
Planned & existing road locations & elevations, including
temporary access roads
X Lot and/or building numbers
X Hydrogeologic features: rock outcrops, seeps, springs, wetland
and their limits, streams, lakes, ponds, dams, etc. (include all
required local or state buffer zones and any DWQ Riparian Buffer
determinations)
X Easements and drainageways, particularly required for offske
affected areas. Include copies of any recorded easements and /or
agreements with adjoining property owners.
A Profiles of streets, utilities, ditch lines, etc.
Stockpiled topsoil or subsoil locations
X If the same person conducts the land- disturbing activity & any
related borrow or waste activity, the related borrow or waste
activity shall constitute part of the land -disturbing activity unless
the borrow or waste activity is regulated under the Mining Act of
1971, or is a landfill regulated by the Division of Waste
Management. If the land- disturbing activity and any related
borrow or waste activity are not conducted by the same person,
they shall be considered separate land- disturbing activities and
must be permitted either through the Sedimentation Pollution
Control Act as a one -use borrow site or through the Mining Act.
N/A Location and details associated with any onsite stone crushing or
other processing of material excavated. If the affected area
associated with excavation, processing, stockpiles and transport
of such materials will comprise 1 or more acres, and materials will
be leaving the development tract, a mining permit will be required.
X Required Army Corps 404 permit and Water Quality 401
certification (e.g. stream disturbances over 150 linear feet)
EROSION & SEDIMENT CONTROL MEASURES (on plan)
X Legend (provide appropriate symbols for all measures and
reference them to the construction details)
X Location of temporary measures
—� Location of permanent measures
Construction drawings and details for
temporary and permanent measures. Show measures to scale on
plan and include proposed contours where necessary. Ensure
design storage requirements are maintained through all phases of
construction.
X Maintenance requirements for measures
X Contact person responsible for maintenance
SITE DRAINAGE FEATURES
X Existing and planned drainage patterns (include off -site areas that
drain through project and address temporary and permanent
conveyance of stormwater over graded slopes)
_ X Method used to determine acreage of land being disturbed and
drainage areas to all proposed measures (e.g. delineation map)
N/A Size, pipe material and location of culverts and sewers
Soil information: type, special characteristics
=A Soil information below culvert storm outlets
X Name and classification of receiving water course or name of
municipal operator (only where stormwater discharges are to
occur)
STORMWATER CALCULATIONS
N/A Pre - construction runoff calculations for each outlet from the site (at
peak discharge points). Be sure to provide all supporting data for
the computation methods used (rainfall data for required storm
events, time of concentration/storm duration, and runoff
coefficients).
N/A Design calculations for peak discharges of runoff (including the
construction phase & the final runoff coefficients for the site)
N/A Design calcs for culverts and storm sewers (include HW, TW and
outlet velocities)
N/A Discharge and velocity calculations for open channel and ditch
flows (easement & rights -of -way)
N/A Design calks for cross sections and method of stabilization for
existing and planned channels (include temporary linings). Include
appropriate permissible velocity and /or shear stress data.
N/A Design talcs and construction details for energy dissipaters below
culvert and storm sewer outlets (include stone /material specs &
apron dimensions). Avoid discharges on fill slopes.
N/A Design calcs and dimension of sediment basins (note current
surface area and dewatering standards as well as diversion of
runoff to the basins). Be sure that all surface drains, including
ditches and berths, will have positive drainage to the basins.
VEGETATIVE STABILIZATION
X Area & acreage to be stabilized with vegetation
Method of soil preparation
Seed type & rates (temporary & permanent)
X Fertilizer type and rates
X Mulch type and rates (include mulch anchoring methods to be
used)
NOTE: Plan should include provisions for groundcover in accordance with
NPDES Construction Stormwater General Permit NCG010000
and permanent groundcover for all disturbed areas within 15
working days or 90 calendar days (whichever is shorter) following
completion of construction or development.
FINANCIAL RESPONSIBILITY /OWNERSHIP FORM
X Completed, signed & notarized FR/O Form
X Accurate application fee payable to NCDENR ($65.00 per acre
rounded up the next acre with no ceiling amount)
Certificate of assumed name, if the owner is a partnership
Name of Registered Agent (if applicable)
Copy of the most current Deed for the site Please make sure the
deed(s) and ownership information are consistent between the
plan sheets, local records and this form.
X Provide latitude & longitude (in decimal degrees) at the project
entrance.
NOTE: For the Express Permitting Option, inquire at the local Regional
Office for availability.
NARRATIVE AND CONSTRUCTION SEQUENCE
Narrative describing the nature & purpose of the construction
activity
Construction sequence related to erosion and sediment control
(including installation of critical measures prior to the Initiation of
the land- disturbing activity & removal of measures after areas they
serve are permanently stabilized). Address all phases of
construction and necessary practices associated with temporary
stream bypasses and/or crossings.
Bid specifications related only to erosion control
rev. 12182012

FINANCIAL RESPONSIBILITY /OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land- disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
1. Project Name Line 5B Looping West
2. Location of land- disturbing activity: County Johnston & wayneCity or Township various
Highway /Street Various Latitude 35.329816 N Longitude 78.265026 W
3. Approximate date land-disturbing activity will commence: March 1, 2013
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Natural Gas Pipeline
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 203
6. Amount of fee enclosed: $ 13, 195 . The application fee of $65.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9 -acre application fee is $585).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land- disturbing activity:
Name Robert Baker E -mail Address baker9568 ®sbcglobal.net
Telephone Cell# 361- 827 -5279 Fax#
9. Landowner(s) of Record (attach accompanied page to list additional owners):
See Attached Project Line List
Name Telephone Fax Number
Current Mailing Address Current Street Address "='=
City State Zip City State
10. Deed Book No. Page No. Provide a copy th most current_dec I
WFT� j Bra
Part B. w - nCh
1. Person(s) or firm(s) who are financially responsible for the land- disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Piedmont Natural Gas c/o Dave Vena [e-mail]
Name E -mail Address
4720 Piedmont Row Drive
Current Mailing Address Current Street Address
Charlotte NC 28201
City State Zip City State Zip
Telephone [phone] Fax Number 704 -731 -4098

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent
Name
Current Mailing Address
City
Telephone
State Zip
E -mail Address
Current Street Address
City State Zip
Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
Current Mailing Address
City State Zip
E -mail Address
Current Street Address
City
Telephone Fax Number
State Zip
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This. form must be signed by the Financially Responsible Person if an individual
or his attomey -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there be any change in the information provided herein.
Dave Vena j � I l pw m
T or i e Title or Authority
OL- Z3�Z®1.�
Signature Date
I,`- �. ID�iJ1(9 �i�. , a Notary Public of the County of L�h� VINO
State of North Carolina, hereby certify that 5AYID M, Vl�: \/A appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my hand and notarial seal, thisZday of 20
Notary
Seal
My commission expires 2 ®1

FINANCIAL RESPONSIBILITY /OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land- disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
1. Project Name Line 5B Looping East
2. Location of land- disturbing activity: County Wayne & Greene City or Township various
Highway /Street Various Latitude 35.496219 N Longitude 77.757180 W
3. Approximate date land- disturbing activity will commence: March 1, 2013
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Natural Gas Pipeline
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 163
6. Amount of fee enclosed: $ 10,595 . The application fee of $65.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $585).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land - disturbing activity:
Name Robert Baker E -mail Address [e-mail]
C 361 - 827 -5279
Telephone Cell # Fax # �,•� -�
9. Landowner(s) of Record (attach accompanied page to list additional o @
See Attached Project Line List C�,3
Name Telephone r ax Number ;
D9
If . WF.TB V� Inch
Current Mailing Address Current Street Address
City State Zip City State Zip
10. Deed Book No. Page No. Provide a copy of the most current deed.
Part B.
1. Person(s) or firm(s) who are financially responsible for the land- disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Piedmont Natural Gas C/o Dave Vena [e-mail]
Name E -mail Address
4720 Piedmont Row Drive
Current Mailing Address Current Street Address
C Charlotte NC 28210
City State Zip City State Zip
Telephone 704 - 731 -4496 Fax Number 704- 731 -4098

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name
E -mail Address
Current Mailing Address
Current Street Address
City State
Zip City State Zip
Telephone
Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
E -mail Address
Current Mailing Address
Current Street Address
City State
Zip City State Zip
Telephone
Fax Number
C
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attomey -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there be any change in the information provided herein.
Dave Vena, PE
Ty r print name
wm
Signature
O &ORIECG ?Mb__q N &&MAGeR
Title or Authority
ot_2s_WR
e
Date
ki qV _1� a Notary Public of the County ofO L _:Wer •
�
State of North Carolina, hereby certify that DAV) P /yl. V151VA appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my hand and notarial seal, this,Z day of --S`� , 20 1.�2
Seal Not
My commission expires'M_ ?-,o I

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Check Date: 01/242013
Vendor Number:
0000944332
Check 111o. 1113990
Invoice Number
Invoice Date
Vodcher ID
Gross Amount
Discount Taken
Late Charge\
Paid Amount
EROSION012313
01/23 /2013
01255737
15,195.00
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Date
Total
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Gross Amount
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Late Charges
Paid Amount
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01/24 /2013
$15,195.00
$0.00 _
$0.00
$15,195.00
QUESTIONS REGARDING THIS (CHECK PLEASE CALL (704) 364 -3120 \ ,
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Invoice Number
Invoice Date
Youcher ID
Gross Amount
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Invoice Number
Invoice Date
Youcher ID
Gross Amount
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Paid Amount
EXPRESS012313
0123/2013
01255738
12,595.00
— 0.00
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Vendor Number:
0000944332
Check Na
1113989
Invoice Number
Invoice Date
Youcher ID
Gross Amount
Discount Taken
Late Charge
Paid Amount
EXPRESS012313
0123/2013
01255738
12,595.00
— 0.00
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12,595.00
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Check Number
Date
Total
Totai,
Total
Total
(
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Discounts
Late Charges
Paid-Amount
1113989
01242013
$12,595.00
( $0.00
$0.00
_ $12,595.00
QUESTIONS REGARDING THIS CHECK PLEASE CALL (704) 364 -3120
I

Acquisition Line List
Bentonville to Junction B
Bentonville to Junction B Totals
'► rowAP1S
149 Tracts
NC40-0001.00000 Nodh Carolina Natural Gas CMr11
Private Landowner - 700.00000000%
2256 Harper Hausa Rd
IC1110-111n
Four Oaks NO 27524
C- (919)901 -2928
Agent Action-
NC—JO—O002,00000
George H 6 Betty F Levels
Garrison Bob
1011812012
Tract Acquired
10/24/2012
Choc No: ,
$553.00
P' to Landow
2102 HARPER HOUSE ROAD
D:k
eCheckr
FOUR OAKS NO 27524
Tote1:553.0000000000
H- 919 648 -2690
NC40-0003.00000
Lester Langston
Dietz Jahn
10/18/2012
Tract Acquired
11105/2012
Check No: ,Check
$1,116.00
Private Landowner
Harper House Road
Date:,Check
Four Oak. NO 27524
Total:1116.0000000000
FF 919 689 -2635
NC40- (x703.00100
Gary Langston.".? Do".1'
Dietz John
10/30/2012
Tract Acquired
11105/2012
Check No ,Check
$746.63
Private Landowner
6269 Harper Hausa Rd
Date:,Check
Newton Grove NO
Tole1:746.6300000000
Jonathan Langston - 5D.D0000000%
NCJO-0004.000DO
Eldridge T Westbrook
Gammon Bob
10/1812012
Tract Acquired
11127/2012
Check No: ,Check
$2.17125
P' to Landowner
799 Scout Rtl
Data:,Chock
Four Oaks NO 2]5 24
Total 2171.2500000000
H4(919) 934 -7194
C- 919 915-0174
NCJ0-0005A0000
Larry A. Person
Dietz John
10/18/2012
Tract Acquired
10124/2D12
Check No'
$1,040.17
Private Landowner
1944 Harper House Rd
,Check
Date :,Check
Four Oaks NO 27524
Total: 1040.17D000DODD
H- 919 689 -2839
NCJO -0DDEDDODO
pan L Jernigan
Gammon Bob
101182012
Tract Acquired
11105/2012
Check No: ,Check
$7606.25
Private Landowner
1820 Harper H Rd
Dete:,Chock
Four Oaks NO 275 27524
Tata1:1620.001XNll100W,Ch
Hk [phone]
act, No ,Check
C- 919 631.6753
Dete:,Chock
NCJO- 0007.00000
John RCos
Cavelier Albert
10/18/2012
Tract Acquired
01111/2013
Cheek NO: ,Check
§116]6.07
Private Landowner
780 Ha
Harper Rd
Date:,Check
Four Oaks NC 27524
NO
Tota1:11678.0700000000
FF (919) 689 -3736
1125/2013 Page 1 of 22 10:28:15 AM

NCJte
John R COx - 110.00000000 %
Cavalier Albert
1 011 82 01 2
Tract Acquired
01/112013
Check No ,Check
$4,123.57
Landow—
Private Landowner
780 Harper House
Date',Check
Four Oaks NO 27524 4
Total 4123,5700000000
11- 919 689 -2702
7
NCJO -0009.00000
Nonna W Lee
Garrison Bob
10/1812012
Tract Acquired
1212012012
Check No. ,Check
$43,663.00
Private Landowner
1764 Harper house Rd
Date.,Check
Four Oaka NO 27524
Total 43663.0000000000
H- 919 689 -2781
NCJD -0009.00100
Norman C Denning - 100.00000000%
Garrison Bob
12/1012012
Tract Acquiretl
0111612013
1
Check No
$7647.00
Pr—te Landowner
,Check
Date',Check
Scout Rd
Total 7647.0000000000
Four Oaks NC 27524
NCJO4)OO9.D020O
Norma W Lee- 100.0000OD00%
Garrison Bob
12/10/2012
Traci Acquired
0111112013
Cheek No
$6,915.75
Private Landowner
1764 HARPER HOUSE ROAD
,Check
Dale:,Check
Four Oak, NC 27524
Total 6915.7500000000
NCJ04)009.00300
Sleepy Cree k Farms-
Dietz John
12/102012
lot Otter
Private Landowner
100.000000110Y.
W- 919 778-3130 ext 1217
NCJO -0009.004W
John R Goa
Covets, Albert
1 2/1 012 0 1 2
Tract Acquired
01/11/2013
Check No ,Check
$4269.07
Private Landowner
780 Harper House Rd
Detek
- ',Chec
Four Oaks NC 27524
Toter. 4269.0700000000
Fl- (919)6 89 -2702
NC J 0-0011ODOOO
JLM Farms LLC
Dietz John
12103/2012
let Offer
Private Landowner
PO Box 1DOD9
Goldsboro NC27532
H- 919 778J130
NC40-0012000OD
John Cox
Cavalier Albed
1011812012
Tract Acquired
01/1112013
Check No ,Check
$4,716.07
Private Landowner
780 HARPER HOUSE RD
Dete:,CMck
FOUR OAKS NO 27524
Total: 4716.0700000000
11- 919 689 -2702
NCJO -0013.00000
John R Cox
Cavelier Albert
1O/182012
Tract Acquired
01111/2013
Check No.
$7,210.07
Private Lantlowner
780 Harper House Rd
,Check
Dale: Check
Four our Oaks NC 27524
Total T210.0700000000
W
H• 919 689 -2702
NC J O -0014.DDD00
John R Cox
Cavalier Albert
10ilB2012
Tract Acquired
01/112073
Check No
$1,048.00
Private Lantlowner
780 Harper House Rd
,Check
Date :,Check
Four Oaks NC 27524
Total: 1048.00D0000000
/4 919 689 -2702
NCJO -0015.00000
John RCOx - 100.00000000%
Cavalier Alberl
10/182012
Tract Acquired
01/112013
Check No.
$1,457.15
Private Landowner
780 Harper use Rd
,Check
Date',Check
Four Oaka NC 27542
Tota1:1457.15000.70000
K. 919 689 -2702
NCJ'- D016.00W0
Lane Farms Inc
Dietz Jahn
1011812012
Tract Acquired
10/2412012
Check No
$2,070.00
Private Lantlowner
PO Box 1179
,Check
Date :,Check
Goldsboro NC 27530
Tota1:2070.0000000.700
W- (919) 734 -1245
C- 919 738 -9150
NCJO-0017.000W
Cox Dairies In,
Cavalier Albert
1011812D12
isl Offer
Private Landowner
284 Dobbiisvills Rd
Goldsboro NC 27530
H- (9191 689 -9581
NCJ0-0018.00000
Daniel F. d Paula S. Kornegay
Guereschi Tina
10/1812012
Tract Acquired
11/0912012
Check No
$35,559.25
Private Landowner
610 Worley Road
,Check
Date Check
Princeton NO 27569
"11109/2012
Tola135559.2500000000
NDJ' -0018. DO100
Daniel F.6 Paula S. Komegay
Guereschi Tina
12/03/2012
Tract Acquired
Private Landowner
610 Worley Road
Princeton NC 27569
NCJO-0019.OW00
Private I nndnwner
Brent Beasley- 18.81700000 %.
Cavalier Albert
1=12012
1st Offer
1/25/2013 Page 2 of 22 10:28:15 AM

1/25/2013 Page 3 of 22 10:28:15 AM
2447 Lees Union cnumn Ra.
Faur Oeks NC 21524
C i S "OPO"les Aft: Larry Cox -
15.666D00007.
110 WAS— Mills Rd.
Smithfield NO 27577
Larry Cox - 16.66700000%
110 Wilson, Nib Rd.
SMITHFIELD NO 27577
Fi- [phone]
G (9191915-0658
Lloyd Cox .16.66600000%
2447 Lees Unon Church Rd
Four Oaks NC 27524
Mike Beasley- 16.66700000%
2447 Lees Unbn Church Rd
Four Oaks NC 27524
Raymond Cochran .16.63700000%
2447 Lees Union Church Rd
Four Oaks NC 27524
Phoned to speak to Larry
Cox today. He is out or [own but
I was told that the partners
have not gotten
_._T„.,_._...
together yet to disctea
w offer. I will follow
.__
up.
..._...
._
...._..
" NCJO-0o2o.000D0
Daniel L Heavner
Hughes Phyllis
1011B/2012
Referred to
1012720
Private Landowner
PO Be. 2346
Condemnation
Smithfield NC 27577
H.1919) 934 -2039
NCJO-0021.00000
Bradley SU-11 - 50.00000000%
Hughes Phyllis
1 0/1 820 1 2
Tract Acquired
10/29/2012
Check No ,Check
$3,067.75
Private Landowner
466 Stancil Road
Date:,Cheok
Angier NO 27501
Total: 3067.7500000000
H- 1919)639 -20]3
G (919)538 -5845
bradleystancil @embargmaiLcom
Krlstl Stanclt- 30.00000000%
466 Stancil Road
An ier NC 27501
NCJO-0022.DDDDO
Bradley L Stancil
Hughes Phyllis
1011812012
Tact Acquired
10/2912012
Check No ,Check
$3,06].]5
10124/2012
Private Landowner
1415 Jackson King Rd
,ate:, Check
Willow Springs NO 27592
Total.3D67.7590000000
E2 fi395429
NC-JO-0023.00000
Bradky L9tancll
Hughes Phyllis
1011812012
Tract Acquired
10/292012
Check No Check
$3,114.00
Private Landowner
1415 Jackson King
Date:,Check
Willow Springs NC 277 592
Tota1:3114.0000000000
FF 919 639 -&i29
NCJO-0024.DDOOD
Durwood McRln • 100.00000000%
Guereschi Tine
1011812012
Tact Acquired
11/092012
Check No. ,Check
$4,862.38
Private landowner
Dale:,Check
1 DODS Almond Ct
Tota1:4862.38000000W
Raleigh NC 27615
FL (919) 846 -7007
W- 1919)870.8295
9)m349 -1172 G
uwtl n m en
NCJ2.00OO
Gurney MCBrytle
Guereschi Tina
17JON2012
Tract Acquired
0124/2013
Check No: ,Check
$11.654.00
Private Landowner
3015 Fax Run Circle
Date:,Check
Kieston NC 28504
Total: 1 D22B.250000000DC
Thressa Mcbdde
heck No: ,Check
Date:, Ch"
3612 St. Paul Read
TOts1:1425.7500000000
Raeford NC 28376
G 919 4175542
NCJO-0D26.00000
D 6 P Land LLC
Guereschi Tina
10/182012
Tract Acquired
11/0912012
CMCk No: ,Check
813 719.50
Privates I erdnwnwr
net. C—k
1/25/2013 Page 3 of 22 10:28:15 AM

1/25/2013 Page 4 of 22
g 10.28:15 AM
610 Worley Road
Princeton NC 27569
Total i f 19.5000000000,0
14 (919) 9361201
C- 919 920-7865
heck No ,Clack
Dale:,Check
041o27.00000
Davld E Myers
Guereachi Tire
10/182012
let Offer
:NC-JO-OD28.DOODD
te Landowner
7034 Br.gden Road
Smithfakl NC 27577
FI- 919) 934J322
Frank L Baumgartner
Guereachi Tina
10/18/2012
T2ot Acquired
11/07/2012
Clack No. Check
$9941 87
to Landowner
4115 Massey Holt Roatl
:
Data Check
Princeton NC 27569
7.1.1:9941 8700000000
14 [phone]
C- 919 33042]7
-'
NCJO-0o29.00D00
Medeon G Creech
Norman Ron
10/18/2012
Rel. —cl to
P' to Landowner
PC Boz 39
Condemnation
Pine Level NC 27568
NC -WA- 0001.00000
Davld E My.. - 100.00000000%
Guereachi Tina
12/032012
tat Offer
Private Landowner
7034 Brogden Road
Smithf M NC 27577
!4 919 934322
NC- WA41001.DO100
Kan n Merll.y lMA....DO.
Guereachi Tina
1al Offer
Private Landowner
La..9.r Rd
NC
NC- WA- 0002.00000
Karen 8 Jesse Hartley -
Guereachi Tlna
12/03/2012
let Offer
Prints Land —er
10D.00000000%
3692 MasseyF ft Roatl
Princeton NC 27569
r (919) 936 -9651
C- [phone]
NC -WA 4003.00000
TC81 Timber Company, LLC -
Dietz John
12/03/2012
Assigned
Private Landowner
1D0.00000000•/.
1 SW CoWmbia Street
Suds 1700
P. Marc! OR 9]353
W- 910 815 -0320
NC•WA4JODI.ODDDD
Ann .,its- 33.33]33333%
Gueresch, Tina
12115/2012
1.1 Offer
Private Landowrar
Peggy Watson .33.33333333%
103 S Douglas St
Goldsboro NC 27534
H-(919) 778 -2171
Roe. Hinton- 33.33333330%
NC- WA-0005.00000
Gwendolyn Peedln- t00.D0000000Y.
Dietz John
111162111
Tract Acquiretl
01/25/2013
Check No: ,Check
$12,150.00
Private Lsntlownar
Dsh:,Clrek
1672 Old NC 27 3Rd
Goldsboro NC 2]530
Total: 12150.00000OOOOD
H- 919)734-5299
NC- WA-0006. DDDOO
Lane Farms Inc - 10D.D000000D %
Dietz John
121032012
Tract Acquired
01/17/2013
Clack No ,Check
$35,42225
1/14/2013
Private Landowner
Data:,Cheek
PO Boz 1179
Gokfaboro NC 27533
TotaL354222500000000
11- 919 734 -1245
NC -WA 0006.00100
Of Wayne County - 100.ODD00000
Cavalier Albed
12/03/2012
1al Oiler
Privet. Landowner
NCO
NC- WA-0007. 00000
Billy Hill -10 D.000000Dg%
Dietz John
12/0312012
Tract Acquired
01/1112013
Clack No. ,Check
$1,675.60
Private Landowner
555 Braswell Rd
Date:,Check
Goldsboro NC 27530
Gol
Tota1:1675.6000000000
14 (919) 734 -0619
1/25/2013 Page 4 of 22
g 10.28:15 AM

1/2512013 Page 5 of 22 10:28:15 AM
NC- WA-001I,003W
Danny H-4
Dietz John
12103/2012
Tract Acquired
01/072013
Check No: ,Check
$7,367.50
Prwate Landowner
313 Lasader Road
Cate.,Check
Princeton NC 27569
Total: 7367.5000000000
f4 (919) 736 -1851
G (9 19) 735-0212
NC- WA-001200000
Margfe Fell .50.00000000%
Dietz John
1 1 /1 62 01 2
Tract Acquired
11262012
Check NO: ,Check
$1023.15
P' M1 landowner
Rd
2127 DM SMC
Dete:,Ct,k
Gold sboro NC 27530
275d
ToIa1:1023.1500000000
Walter Fall- $0.00000000%
2127 Old Smihfield Rd
Goldsboro NC 27530
H- 919 734 -E481
NCA A-0014.DD000
Clytle Fall-1D0.00000000%
Oletz John
11/162012
Tract Acquired
11/27/2012
Check No ,Check
$1,38960
Private landowner
1510 Cm W S Foot Roed
Data: Chalk
Mount Olive INC 28365
Tofe1:1389.6000000000
- -(919) 689 -3406
G (9 19) 922J440
NC- WA-0 014.00100
George Rains - 5D.D0000000%
Garrison Bob
12/032012
1st Offer
Private Landowner
1698 Old Smthfield Rd
Goldsboro NC 27530
Jennifer K. Worre9 - 50.0000DOOD%
1898 Old Smthfield Rd
Goldsboro NC 27530
NC -WA -0015.00000
Paula Waters •50.00000000%
Dietz John
01102/2013
Tract Acquired
0112112013
Check No. ,Check
$] X62.50
Private Landowner
165 Perkin Mill Road
Dete:,Chack
Goldsboro NC 27530
Total. 7362.5000000000
Ronald Waters- 50.00000000%
165 Perkin, Mill Road
Goldsboro NC 27530
H- 919 734 -7341
NC- WA-0016.00000
Anthony8M- 100.D0000000%
Gamson Bob
01/022013
Tract ACgwred
01/2312013
Check No. ,CMCk
$3.000.00
Pdvete Landowner
Date.,Check
2032 Old Smithfield Rd
Goldsboro NC 27530
Total ZWO.0D00000000
C- 919 394 -1659
NC- WA-0017.00000
Patsy Pearce •100.00000000%
-ugM, Phyllis
01102(2013
Tract Acquiretl
0111712013
Check No: ,Check
$7.48725
Private L.endowner
2306 Rosewood Rd
Date:,Check
Goldsboro NC 27530
Total 7487.2500000000
14 919 735 -7]39
NGWA-0022.00000
Etlna Reins -life Estate -
Gamson Bob
11/032012
tat Offer
Privet, Landowner
100.00D00000%
1998 Old SmdMeld Rd
Goldsboro NC 27530
H- 1919)735-5836
George Rains - R- 1,derman
Jennifer Reins - R— Inderman
NC- WA-0128.00000
Madge King - 1DO.00000000%
Cavalier Albed
12/1012012
It Offer
P' to Landowner
1726 NC Hwy 111 N
Goldsbom NC 27530
NC- WA-0129.000W
Margaret RowNl
Dietz John
1 2/1 0 2 01 2
Tract Acquired
01/032013
Check No. ,Check
$2.00
Private Landowner
171 Lane
Rose 1NC
Date:,Check
G.l
Goldsboro NC 27534
2
Tole1:2.ODD0000000
Sue Nowell . Reminds-
182 Rosa 11-11 Lena
Goldsboro NC 27534
1/2512013 Page 5 of 22 10:28:15 AM

1/25/2013 Page 6 of 22 10:28:15 AM
Tknothy Hawed! - Rertlalnderman -
100.00000000%
182 Rasa Howell Lana
Godsboro NC 27534
"'.J., 734.2277
NC -WA -0130.00000
Betty Daw. 25.00000000%
Dietz JOhn
12/102012
Traci Acquired
01/092013
Check No . Check
$1.08800
Ph"te landowner
Date Check
NC
Total: 1008.0000000000
W -(919) 734 -7171
Brandon Howell, Heir of Adrian
G_ Howell
NC
David Dow
Deborah Howell
NC
Jeanette Howell
Jeffrey Howell, Heir of Add— Gray
Howell
NC
J lmmy Howell- 25.00000000%
NC
C- (919) 920 -1551
Lynda Howell, Heir of Adrian Gray
Howell - 2S.00D00000%
139 Z.W. Lane
Gold. or. NC 27534
K (919) 2425228
Stephen Howell, Heir of Adrian Gray
Howell
NC
William Howell . 25.0000D000%
NC
C -""" '22-1 822
NC -WA -0131.00000
AMC -* S.,
Guereachi Tire
12/102012
1st Offer
Private Landowner
1032 Stoney Creak Church Road
Goldsboro NC 27534
Linwood Smith - 100.00000000%
1032 Staroy Creak Church Road
GDoaboro NC 27534
K 919 7346482
NC -WA 4)132.00000
"ce, Smith- 50.00000000%
Guereschi Tina
12It0/2012
1st Offer
Private Landowner
1032 Stoney Creek Ch Road
Gold. or. NC 27534
Linwood Smith - 50.00000000%
1032 Stony Creek Ch Road
Goldsboro NC 27534
K 919 7356462
NC- WA-0 133.00000
Private Landowner
HL Lancaster - 34.00000000%
Dietz John
12/04/2012
Assigned
409 Lochskla Drive
Cary NC 27518
K(919)233 -1348
Lynn Gorges - 33.00000000%
1/25/2013 Page 6 of 22 10:28:15 AM

1/25/2013 Page 7 of 22 10:28:15 AM
409 Lochsde Drive
Cary NC 27518
Nan Dews - 33.00000000%
409Laehede DO-
C., ND 27516
NC- WA-0134.00000
Helen Radford . 100.00000000%
Guereach, T'ma
1210312012
1st Offer
Private Landowner
1039 Stony Creek Ch Rd
Golden— NC 27534
K 919 7346535
NC- WA-0135.00000
Private Landowner
HMe-In Lancaster- 33.33330000%
Date John
1204/2012
Aaalpart
409 Lachsida Drive
Cary NC 27518
K (919) 233 -1346
Lynn Gorges . 33.33330000%
c/o H, Martin Lerxaster
409 Lochslda Drive
Cary NC 27518
Nan Davis • 33.33330000 %
c/o H. Martin Lancaster
409 Lochalde Drive
C.ry NC 27518
N1WA-0 136.00000
Leroy Jones. 100.00000000%
Hughes Phyllis
12110/2012
tat One,
Private Lardowner
1051 Stony Creek Ch Rd
Goldsboro NC 27534
NC- WA -0137.D0000
Lillie Jones
Hughes Phyllis
12/1012012
Tract Acquired
01/142013
No: Check
$3.009.00
private
vete Landowner
3406 NC Hwy 111 N
Data C1a,k
:,
Goldsboro NC 27534
Tota1:3009.0000000000
K 919 736.1617
NC- WA-0138.00000
Clifton Grant - 1DO.00000000%
Hughes Phyllis
11/16/2012
Tract Acquired
0 111 4/201 3
Check NO:
$747775
Private Landowner
114 Kelly Dr
,Check
Dats:,Check
Godenoro NC 275311
Total: 7477.7500000007
K 919 7364)533
NC -WA -0141.00000
Private Landowner
EBIE, LLC - 100.00000000%
Dietz John
12/03/2012
Tract Acquired
01/112013
2815 N Wiliam Street
Goldsboro NC 27532
W- 919 SB3 -9'DO
NC-WA-0142.00000
EBIE,LLC
Diets John
12/03/2012
Tract Acquired
01111/2013
Private Landowner
PO Box 11360
Goldsboro NC 27532
K 919 779-0801
NC -WA -0143.00000
Private Landowner
ERIE, LLC • 100.00000000%
Dietz John
12/03/2012
Tract Acquired
0111112013
PO Box 11350
Golsboro NC 27532
K 919 739-0601
NC- WA-0144.00000
ERIE, LLC •100.00000000%
Dietz John
12/03/2012
Tract Acquired
01/11/2013
Private Landowner
PO Box 11360
Goldsboro NC 27532
K [phone]
G 919 58}9290
NGWA -0145.00000
Mangle Dew I)OD0000 %
Dietz JOhn
11/16/2012
Tract Acquired
3111712013
Check No: ,CMCk
$3,545.00
1/1612013
Private Landowner
1433 Sloney Greek Church
Daa:,Cheek
God$ orc NC 27534
Total: 3545.0000000000
K (91 9)734-1953
Murray Dew - 50.00000000%
1433 Storoy Crank Church
Goldsboro NC 27534
K (91 g) 7341953
G 919 738 -0737
NC4NA-0116.00000
IMrgle DM- 1111100000%
Dietz John
11/1612512
Tract Acquired
01/17/2013
Check NO:,Check
$3.545.00
111WM13
Privets Landowner
rite' Check
1/25/2013 Page 7 of 22 10:28:15 AM

1/25/2013 Page 8 of 22 10:28:15 AM
1433 Stoney Creek Church
Goldsboro NC 27534
Total: 3545.D00D000000
H- (919' 734-1953
Murray Dam - 50.00000000%
1433 Stoney Creek Church
Goldabom NC 27534
K 919 73d -1953
NC- WA-0147.00000
Margie Daw - 60.000OD000%
Dietz John
11116/2012
Tract Acquired
0111712013
Check No. ,Check
$3548.M
1116/2013
Private Landowner
1433 Stormy Creek Church
Date:, Check
Goldsboro NC 27534
Total 3548.0000000000
H. (919) 734 -1953
Murray Daw - 50.00000000%
1433 Stoney Creek Church
Goldsboro NC 27534
K 919 734 -1953
NC -WA -0146.00000
Chaste Hayes - 50.0000DO00%
Hughes Phylhs
11/1&2D12
Tract Acquiretl
11129/2012
Check No Check
$147100
Private Landowner
Data Check
209 Braneyoine Drive
Goldsboro NC 27534
Tata11471.0000000000
K (919) 7314800
Davie Hayes - 50.000DOOOD%
2D9 Boindywine Drive
Goldsboro NC 27534
H-1919) 7314800
NC -WA -0149.00000
Bradley Bowen
Hughes Phyllis
1111612012
Tract Acquired
0110212013
Check No:,Check
$1,413.00
Private Landowner
91 N Woodcrast Or N
Date:,CMCk
Fargo NO 58102
Tote1:7D6.5000000000, Che
amnel Bowen - so.ogSDOgoD %
c: ,
k No Check Date Check
Two1:7D6.5000000000
91 North Woodcreat Drive North
Fargo ND 58102
C- (919) 520 -2638
Wry Smbh - 50.00000000%
2515 Anendell Hodges Lane
Kinston NC 28504
K 919 223 -0039
NC -WA -0150.00000
Johnny Beal
Hughes Phyllis
11/1512012
lit Offer
1117/2013
Private Landowner
42D Coley Rootl
Goldsboro NC 27534
K [phone]
LJllle Best - 100.00000000%
795 Saulston Road
GoMsbom NC 27534
K (91 D) 778 -0075
Myra Copenhaver
795 Saulston Road
Goldsboro NC 27534
NC- WA- 0151.00010
Private Landowner
Marshall Coy Jr.- 50.00000000%
Hughes Phyllis
11116/2012
tat Offer
1/15/2013
808 Crestwood Drive
Nashville TN 37204
K (615) 292 -3024
Michael Cox. 50.00000000%
808 Crestwcoe Drive
Nashville TN 37204
NC- WA-0152D0000
Johnny Beat- 11,10010000%
Hughes Phyllis
12/10/2012
lot Offer
1117/2DI3
Private Landowner
420 Coley Road
Goldsboro NC 27534
K (91 9) 735-0929
C- (919) 580 -6282
sue Beet . 50.00000000%
1/25/2013 Page 8 of 22 10:28:15 AM

1/25/2013 Page 9 of 22 10:28:15 AM
420 Coky Roatl
Goldsboro NC 27534
N- 919 7353929
NC.WA-0153.DD000
Private Landowner
David Frailer - 50.00000000%
1000 Sor, NC Road
GoMaboro NC 27534
Hughes Phyllis
12/10/2012
Tract Acquired
Check No ,Check
Date:,Check
Tola1:3.0000000000
$3.00
H -(919) 736 -2966
Sarah Frazier - 50.00000000%
1000 Saulston Road
Goldsboro NC 27534
H4 919 736.2966
NC -WA 0154.00000
Frederick Bibby
Guereschi Tina
11/16/2012
let One,
- Private Landowner
1048 Sedston Road
Goldsboro NC 27534
Hilda Altlee .50.00000D00%
1048 Saulaton Road
Goldsboro NC 27534
H. (919) 735 -7279
Jansce Bibby - 50.00000000%
1045 Saulston Road
Goldsboro NC 27534
N- 155.00000
David Frszler 50.00000000%
Hughes Phyllis
11/15/2012
Tract Acquired
11129/2012
Check No. ,Check
$3092.50
Private Landowner
1000 Saulaton Road
Dete'. Check
Goldsboro NC 27534
7ata1:3092.5000000000
H. (919) 736 -2966
Sarah Frazier - 50.00000000%
1000 Sar/ston Road
Goldsboro NC 27534
K. 919 736 -2956
NC -WA -0156.00000
Brands Bryant. 20.0000000D%
Guereschi T'ma
11116/2012
let Offer
Private Landowner
P. 0. Box 681
Selma NC 27576
Bruce Coley. 20.00000000%
2D5 Winslow Circle
Goldsboro NC 27530
1+(919) 7364046
Estella Boseman- 20.00000000%
11502 Homest,,d Drive
Upper Marlboro MD 20774
H- (301) 499 -1017
Helen Washington . 20.00000000%
410 Gulley Sheet
Goldsboro NC 27530
Reginald Slrrarro r; - S.acc000m
608 W. Chestrut Street
Goldsboro NC 27530
Roy Slmmons .5,00000000 %
East Orange NJ 07017
Sharon Simmons - 5.00000000%
608 W. ChestnN Street
Goltlsboro NC 27530
Sharelene Braswell - 3.00000000%
295 Perkins Roatl
Goldsboro NC 27530
fF 919 739 -0208
NC- WA-0157.000D0
Helen COley. 10.00000000%
Guereschi Tina
11/1612712
let Offer
Prhrste 'end. —r
1/25/2013 Page 9 of 22 10:28:15 AM

1749 Tommys Road
Goldsboro NC 27534
F (91 9) 734 -1061
Annette Smith
Atlanta GA
Carolyn Yelwdon - 10.00000000
1223 S. Andrews
Goldsboro NC 27534
Dewon Forte
Goldsboro NC 27534
Dods Sampson - 1D.D000000o ,
Bronx NY
Heir of Irene Mofdsey
101 Neil street
Goldsboro NC 27530
2548 Big Daddy. Road
Pikeville NC 27863
26205 Dartmouth Street
Inkster MI 4S 141
2904 Bridle Creek Drive SW
Coryere GA
808 Slaughter Street
Goldsboro NC 27530
Hell. of Geraldine C. Spmlll -
1D.00000000
1749 Tommy's Road
Goldsboro NC 27534
Heirs of Irene C. Moml.ey -
1D.DDDD0000x
806 Slaught.r Street
Goldsboro NC 27534
Helm of James M. Coley -
10.0000Dg00'b
Unknovm
1125/2013 Page 10 of 22 10:28:15 AM
Heirs of Oecle S. Fade
10.009DD000%
Unknown
Johnny Forte, Jr.
Wilmington NC
Leads- Coley - 10.00000000%.
159 Carnegie Place
Vauxhall WOMBS
Leona Thomas - 10.00000000
1749 T.—, Road
Goldsboro NC 27534
Shelia Forte
1759 Tommy's Road
Goldsboro NC 27534
% lvlan JODes • 10.00000000%
1504 S. SI.-.b
Gold.boro NC 27534
00100
Cedric Dickemo n- 100.00000000%.
Cavalier Albers
1210 3/2012
Assigned
Landowner
CNC-WA-1117-
356 Harandale Drive
Wilmin ton NC 28411
-0158.01XIM
Cedric Dickerson- 50.0000000D%
Cavalier Albers
11/162012
Assigned
Land. —,
1125/2013 Page 10 of 22 10:28:15 AM

1/25/2013 Page 11 of 22 10:28:15 AM
356 Harhmdale Drrve
Wilmington NC 28411
C- [phone]
Mary Dickerson - 50.00000000
356 Hedandale Drrve
Wilmington NC 28411
H- 910 395-0064
NC -WA -0159.00000
Johnny Best- 50.00000000%
Cavalier Albert
11116/2012
1st Otter
111712013
Private Landowner
420 Coley Road
Goldsboro NC 27534
H- (9191735 -3929
C -(9191 580 -6282
Sue Best - 50.00000000%
420 Coley Road
Goldsboro NC 27534
Fk 919 735x929
NC -WA -0160.00000
Annette Smith
Guereschi Tlna
12110/2D12
is1 Oft,
Private Landowner
Atlanta GA
Carolyn YeIwrt,n - 10.00000000%
1223 S. Andrews
Goldsboro NC 27534
D.— Forte
1749 Tommy's Roetl
Goldsboro NC 27534
Dods Sampson - 10.00000000%
Bronx NY
Heir of Irene Nlorrlsey
101 Neil Street
Goldsboro NC 27530
2548 Big Daddya R
Pikeville NC 27863
26205 Dartmouth Street
Inkster MI 48141
2904 Bridle Creek Drive, S. W.
Conyers GA
BOB Slaughter Street
Goldsboro NC 27530
Heirs of Geradine C. Spruill -
10.00000000 i
1749 Tommy's Road
Goldsboro NC 27534
Heirs of Irene C. Mordsey-
10.00000000 i
608 Slaughter Street
Goldsboro NC 27534
Heirs n/ James M. Coley -
10.00000000%
Heirs of 0—le B. Fode -
10.000o0D 0%
314 Ryan Blvd
No Devon Forte
Goldsboro NC 27530
Helen Coley - 10.00000000%
1749 Tommy's Road
Goldsboro NC 27534
H-(919)734 -1061
Johnny Forte
1/25/2013 Page 11 of 22 10:28:15 AM

1/25/2013 Page 12 of 22 10:26:15 AM
r,.
1
Wilmington NC
Lesmon Coley - 10.00DOOD00%
159 Carnegie Place
Vauxhall NJ 07088
Leona Thomas - 10.0000000D%
1749 Tammy's Road
Goldsbo r0 NC 27534
Shelia Forte
1759 Tommy, Real
Goldsboro NC 27534
VWlen Jones - 10.00000000
1504 S. Sloc,mb
Goldsboro NC 27534
NC.WA0160.00000- AST-
FretlMeM Bibby
Gueresch, Tina
12/10/2012
1st Offer
W
Private Landowner
940 5 Ryan Rcad
Henrico VA 23228 -2330
Hilda Attlee . 50.00000000%
1048 SB,Iston Road
GoldsboroNC 27534
Janece Bibby - 50.00000000%
9406 Ryan Read
Henrico VA 23228 -2330
H- 804 262 -6045
NC -WA -016100000
Chrlstine Hamilton- 10.OD000O(10%
Cavalier Albert
12/10/2012
1st Offer
Private Landowner
Cleveland Hamilton, Jr. -
10.000O0o0ov.
1420, 1Road
Goltlsboro NC 27534
Dawn Hamilton - 10.00000000•/.
Edward Hamilton. 10.00000000%
Ethel Battle - 10.00000000%
John Hernia- Heirs -
10.000ODDOm.
1106 Devera,x Street
Goldsboro NC 27530
untan Isae - 1n.D0000000=i
Linwood Hammon - 10.00000000
Mable Bola, - 10.000DO000
Ross Thompson - 10.0000001)0%
206 S. Oleander Ave
Goltlsborc NC 27530
H- N' 34545
NC -WA -0162.00000
Benton Family Fa(nts,LLC-
Cavalier Albert
12/03/2012
Assigned
Pdvate Landowner
100.DDDObooar
1/25/2013 Page 12 of 22 10:26:15 AM

1/25/2013 Page 13 of 22 10:28:15AM
723 Airport Road, NE
Pikeville NO 27863
G 919 738 -SD32
NC -WA -0163.00000
Naney St al ling,- 100.00000000%
Garrison Bob
11/2612012
1st Offer
Private Landowner
1413 Hunters Point Way
Cary NO 27511
H- (919) 467 -5786
Robert Stallings
1413 Hunters Point Way
Ca NO 27511
NC.WA-0163.DD10D
Nancy Stalling- 100.00000000%
Garrison Bob
11126/2012
1st Offer
Private Land -
1413 Hunters Point Way
Cary NO 27511
Robert Staling,
1413 Huners Paint Way
Cary NC 27511
NC -WA -0166.00000
George Herring, CO -Executor-
Garrison Bob
11/2612012
1st Offer
Private Landowner
50.00000000%
P. 0 B.. 396
212 W. Harper Street
Snow Hill NC 2858D
Nancy Stalling,, Co-Executor -
SO.D000(i
1413 Hura— Point Way
Cary NO 27511
F4 919 778 -5245
NC- WA-0167.00000
Nancy Stalling, • 50.00000000%
Garrison Bob
1112512012
1s1 Offer
Pnvale Landowner
1413 Hunters Paint Way
Cary NO 27511
K (9191467 -5786
Robert Stallinga - 50.0000000D%
1413 Hunters Point Way
Cary NO 27511
NC -WA -0168.00000
Maxwell Foods LLC •
Dietz Jahn
12103/2012
Assigned
Privets Landowner
1g0.00000Dit /.
938 Millers Chapel R..d
Chapel Hill NO 27534
F4 919 778 -3130
NC -WA -0169.00000
Maxwell FOOds LLC-
Dietz J.hn
12/03/2012
Assigned
Private Landowner
1ll.DODOD000K
PO Box 10009
Goldsboro NO 27532
K 19 7783130
NC -WA-0170.00000
Halle Evans . 100.00000000%
Hughes Phyllis
12/1012012
1st Offer
1/14/2013
Private Ural.—
251 Lemley Road
Pikeville NC 27863
NC- WA-0171.00000
Ellen Smith. 10D.00000000%
Gano—Bob
11/16/2012
Ist Offer
Private Landowner
5627 Wayne Memorial Drive
Pikeville NO 27863
K (919) 7386516
W Illlarn SmOh
5627 Way- Memorial Drive
Pikeville NO 27863
Fp 919 738.5516
NC -WA -0172.00000
William Smlh- 100.00000000%
Garrison Bab
11116/2012
1st Offer
Private Landowner
5627 Wayne Memorial Drive
Pikeville NC 27863
C- 919 7386516
NC- WA-0174.00000
'
Linda HamkH
Hughes Phyllis
12110/2012
Tract Acquired
Check No: ,Check
$1,678.40
Private Landowner
2129 NC 111 Hwy N
Data:,Check
Goldsboro NC 27534
11111711011
ToteC167B.400D00D000
K (919) 7355102
1/25/2013 Page 13 of 22 10:28:15AM

1/25/2013 Page 14 of 22 10:28:15 AM

1/25/2013 Page 15 of 22 10:26:15 AM

1/25/2013 Page 16 of 22 10:28:15 AM
Theodore Spruill, Heir of Isaac
SDMIII
Thomas SnOh, bus band of Shirley
Hamm
Willie Spruill, Heir of Leonard Odell
Somdl
Zebedee Spruill, Heir of Leonard
Odell saran,
NC -WA 0174.00400
Anne Johnson Heirs, Heir of
Hughes Phyllis
12/10/2012
1st OHer
Private Landowner
Geomla Anna Hamm
Bleak. Pope
1621 E. Elm Simet
GoMeboro NC 27534
14 (919) 7355762
Canaria Spring, Heir of Leonard
Od.n Somin
3302 Wayne Memorial Dr—
Goldsboro NC 27534
14 (919) 734 -1673
Carolyn Jones, Heir of Georgia
Anna Hamm
Cults Hamm, Heir of Georgia Anna
Hamm
Deloda Price, Heir of Leonard Odell
Sorulll
Donna Hamm, Heir of Georgia Ann
Hamm
Elizabeth Best, Heir of Isaac Spruill
and Mamin Sorulll
74 Hawkins late
San Francisco CA 94124 -2482
H -[phone]
Eva Cox, Heir of Georgla Anna
Hamm
Georgia Hamm Heirs -
11.DObg0000x
Its Hamm, Heir of Georgia Ann
Hamm
606 Eleventh Street
Goldsboro NC 27534
Isaac Spruill heirs - 11.0DDDD00D%
Jimmie Ford, husband of Priscilla
Sorulll Ford
1/25/2013 Page 16 of 22 10:28:15 AM

1/25/2013 Page 17 of 22 10:28:15 AM

1/25/2013 Page 18 of 22 10:28:15 AM
2'ebedee Spru81, Helr M Led n.
-
Odell SOrvNI
NC- WA-0174.OD500
Helen Gurley- 50.00000000%
Hughes Phyllis
0110 3 /2 01 3
Olher
Private Lend- -
802 Bartlett Rd.
Pikeville NO 27863
Raeford Gurley - 50.00000000%
802 Bartlett Rd
Pikeville NO 27863
NC- WA-0175.00DDD
Frances Wade
HugMa Phyllis
12/10/2012
Tract Acquired
01/1412013
Check No: ,Check
$500.00
Private Landowner
3580 U6 HwY 13N
Date:,Check
Goldsboro NC 27534
Totac5M.0000000000
G 919 922 -0950
NC- WA-0176.00000
Annette Pate
Hughes Phyllis
1 211 02 01 2
Tract Acquired
01222013
Check No: ,Check
$3,141 38
Private Landowner
5915 Wayne Memorial Dr'rva
Date:,Chack
Pikeville NC 27863
Total 3141.3800000000
H- 919 778-3444
NC- WA-0177.00000
Connie Dail - 50.00000000%
Garrison Bob
1111612012
Tract Acquired
17292012
Check No: ,Check
$2,877.18
Private Landowner
713 Badlett Rd.
Deta:,Check
Pikeville NO 27863
Tota1:2877.180OD00000
Gene Dail - 50.00000000%
713 Bartlett Rd
Pikeville NO 27863
C- 919 778-0365
NC.WA-0178.00000
Cathy Lancaster- 100.00000000%
Guereachi Tina
11116/2012
let Offer
Private Landowner
6171 Wayne Memorial Drive
Pikeville NO 27863
K(919)581 -1339
-2023
Z�19)731
.19 7383198
NC -WA -0179.00000
Thlanda Howell- 100.00000000%
Guereschi Tina
11116/2012
let Offer
Private Landowner
241 Howep Road
Goldsboro NC 27530
-I 'Mi 736-0888
NC -WA -0180.00000
North Carollna State Hwy
Cavalier Albert
121032012
1st Offer
Private Landowner
Commission- 100.00000000%
Bartlett Rd
NO 0
W- 252 2378164
NC- WA-0187.00000
Cathy Lanca star - 100.0D00DD00%
Guereec hi Tina
12103/2012
let Otter
Private Landowner
5171 Wayne Memorial Dr
Pikeville NO 27863
h41919)581 -1339
W- (919)731 -2023
C- (919 7383193
NC -WA -0182.00000
Edward Lancaster, 11-
Guereschi Tina
121032012
1st Offer
Private Landowner
7D0.00000000%
194 True Vino Road
Pikeville NC 27683
NC -WA -0183.00000
Thlande Howell
Guereachi Tine
1 2 /0 32 01 2
let Offer
Private Landowner
241 HoweA Road
Goldsboro NO 27530
W- 919 73643888
NC -WA -0184.00000
City of Wllson- 100.00000000%
Cavelier Albert
12103/2012
iet Offer
Privale 1 aryl -,
1/25/2013 Page 18 of 22 10:28:15 AM

1/25/2013 Page 19 of 22 10:28:15 AM
P. O. Box 10
WOson NC 27894
W- 252 399 -2461
NC -WA -0185.00000
Cathy Lancaster
Guereschi Ti-
12/0312012
let Offer
Private Landowner
6171 Wayne Memorial Drive
Pikeville NC 27863
FL (919) 581 -1339
W- (919)731 -2023
C- 919 738 -3198
NC -WA -0185.00100
City Of Wilson
Cavalier Albert
12/D3/2D12
1st Offer
Private Landowner
Po Box 10
Wilson NC 27894 -
NC -WA -0187.00000
CRY of Wilson - 100.00000000%
Cevelier Albert
12/D32012
1st Offer
Private Landowner
P. 0. Box 10
Wilson NC 27894
W- 252 399.2461
NC -WA -0188.00000
city Of Wilson- 100.00000000%
Cavelier Albert
11/1612012
let Offer
Private Landowner
p 0. Box 1D
Wilson NC 27894
w- (252) 3942461
NC -WA 0189.00000
CRY Of Wilson- 100.00000000%
Cavalier Albert
11/16/2012
1st Offer
Private Landowner
PO Box 10
Wilson NC 27894
W- 252 399 -2461
NC -WA -0190.00000
City Of Wihon- 100.00000000%
Cavalier Albert
11/162012
let Offer
Private Landowner
P. 0. Box 1D
Wilson NC 27894
W- 252 399 -2461
NC -WA -0191.00000
City Of Wilson- 100.00000000%
Cavalier Albert
121032012
let Offer
Private Landowner
p0 Box 10
Wilson NC 27894
W- 252 399 -2461
NC-GR-0WI.000DO
Private Landowner
Batty Kearney- 50.00000000%
Cavalier Albert
11 M812012
Assigned
5991 Wayne Memorial Drive
PikeNlle NC 27863
Kenneth Kearney - 50.0000000a%
5991 Wayne Memorial Drive
Pikeville NC 27863
H- 919 778 -2711
NC- GR-0002.OD0D0
Vemell Kearney. 100.00000000%
Cavalier Albert
121032012
Assigned
Private Landowner
7594 Flwy 13 5
LaGrarge NC 28551
Fk (2521747-2217
NC- GR-0003,OOW0
William Mewbom- 100.00000000%
Cavalier Alban
1110812012
iel Offer
Private to Landoner
3943 U6 Mvy 13 N.
Goldsboro NC 27537
F4 919 778 -2082
NC- GR-0W3.00100
Noah Bugg
Cavelier Albert
I V032012
Assigned
P' to Landowner
5775 Fort Run Rd
NC 0-
NC-GR-0004.00W0
Noah Sugg - 100.00000000%
Cavalier Albert
1M32012
Assigned
Private Landowner
402 N Cornentnea St
Farmvilh NC 27028
H- 252 7534395
NC- GR-0007.WW0
Ann Caslaell- 100.00000000%
Cavalier Albert
11/0812012
Tract Acquired
01/15/2013
Check No Check
$14.032.45
Private Landowner
5337 Fort Run Rd
Date.,Check
Pikeviih NC 27B63
H- (252) 747 -0114
Total - .14032.4500000000
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1/25/2013 Page 20 of 22 10:28:15 AM
NC- GR-000B.00WC
Alice Baker
Hughes Phyllis
11/0812012
2nd Offer
1/1512013
Private Landowner
7707 Del Monte Or
Raleigh NC 27613
H- 919 449 -0780
NC- GR-0009.00000
P-- Landowner
Kelvin Mooring - 100.00000000%
Garrison Bob
I1ID812012
lot Offer
1/17/2013
203 Hill Loop Rd
Goldsboro NC 27534
F4 919 738 -2988
NC- GR-0010.OWW
Private Landowner
Tersle Yates
Garrison Bob
11/0812012
Offer Accepted
3222 10th Plaee SE
Washington DC 20032
H- 910 449 -0708
NC-GR OW0
Albin Cal son. 100.00000000%
Dietz John
11/082012
Tract Acquired
12/05/2012
Check No:
$469.00
Private Lantlowner
ando
443 Davis Grove Church Rd
,Check
Date:,Check
Snow Hill NC 28580
Total 300.0000000000.Che
H- 252 7474171
ck No: ,Check Date. Check
NC- GR-0012.00000
Wesley Moore- 100.00000000%
Dietz JOhn
1110812012
1st Offer
Private Landowner
133 North Irving Rd
Starting VA 20164
H-(703)43 288
NC -GR-0013.D0000
Sylvia Mahoney . 100.00000000%
Dietz John
11/D8/2012
Assigned
Pmrsts Landowner
106 Dog Wood Dr
Greenville NC 27834
H- 2S2 756-0373
NC- GR-0014.ODDDO
Private Landowner
Scott Willoughby
Hughes Phyllis
1110812012
1st Offer
1/8/2013
219 Chad—d Rd
Irmo SC 29053
H- 803 781-0617
NC- GR-0015.00000
Makivell Footla LLG •
Dietz John
1110812012
Assigned
Private landowner
100-DOD
PO B. 10OD9
938 Millers Chapel Road
Goldsboro NC 27534
H- 919 778-3730
NC- GR-0016.0000D
Maxwell Foods LLC •
Dietz John
11/082012
Assigned
Private Landowner
too .OD000000%
PO Boz 10009
Goldsboro NC 27532
H- 919 778 -3130
NC-GR-0016.00000-ABT-
William Leroy Bass, Jr
Pending
N
Private Lantlowner
4287 BELCHER ST
Farmvile NC 27828.
NC•GR-0017.00000
Helena Aldridge • 100.00000000%
Hughes Phyllis
11/082012
Assigned
Private Lantlowner
411 West Brownrigg 51
Goldsboro NC 27534
H- (9191734-5415
NC- GR-0018.00000
David Yelverton - 33.33000000%
Hughes Phyllis
11/08/2012
Tract Acquired
0124/2013
Check No.
$3 006.25
111712013
Private Landowner
9516 Whitehuiat Drive
,Check
Date.,Ch,,0
Zing. Mill MD 21117
Total. 3006.2500000000
H-(410) 9022580
C- (410)935 -9661
Roger Yelverton. 33.33000000%
2510 Buckingham Drive
Wilson NC 27893
FL (252) 9915478
Thurman Velverton • 33.34000000%
5104 Ell Court
Wake Forest NC 27587
__... ..,....
14- (919). 556 -1727 ....
1/25/2013 Page 20 of 22 10:28:15 AM

1/25/2013 Page 21 of 22 10:28:15 AM
NC- GR.0019.00000
Emma Kearney- 100.00000OOD%
Cavalier Albert
11/08/2012
Assigned
Private Landowner
7594 Hwy 13 S
LaGrange NC 20551
H- 252 747 -2217
NC- GR-0020.00000
Robert Edmundson
Guereschi Tina
11108/2012
1st Offer
Private Landowner
100.00000000".
374 Ednr -de-Rd
Snowhil INC 28580
C- 919 738 -5822
NC -GR. 0021.00000
Linda Edmundson- 1DD.D000000D%
Guereschi Tina
1110812012
1st Offer
Prrvate Landowner
233 Edmundson Rd
Snowhil NC 20560
C. 919 738-5812
NC- GR-0022.00000
Loulse Swinson - Life Estate -
Guereschi Tina
I lIDB12012
Tract Acquired
1203/2012
Check No: ,Check
$1,820.00
Private Landowner
100.00000000:
Data Check
106 Hunters Creek Drive
Total 1190.000D00000OCh
Goldsboro NC 27534-8324
eck No ,Check
Mallle Smith
Date Check
106 Hunters Creek Drive
Total.630.DODD0000f10
Golds or, NC 27534
Mercle Edwards
106 Hunters Cask Or
Goldsboro NC 27534
K (919 759-0916
NC- GR-0023.0J..
Elizabeth Ann Smith -
Guereschi Tina
11108/2012
Assigned
Private Landowner
100.00000000".
163 SmOh Farm Road
Goldsboro NC 27534-7955
H- 919 778 -0922
NC- GR-0024.00100
Kirby Letchworth Jr. -
Garrison Bob
120312012
2nd Offer
Private Landowner
100.00000DOOK
NC- GR-0025.00000
Mary Letchworth- 100.00000ODD%
Garrison Bob
2nd Offer
Private Landowner
3626 Shine Rd
Snow Hill NC 28580
H- 252 747 -3582
NC- GR-0025.00100
Britt Farm Partnership
Garrison Bob
121 D/2012
1st Offer
1117/2013
Private Landowner
PO Box 1421
Wilson NC 27893
NC- GR-0025.00200
Mildred Mew born Hines Heirs -
Garrison Bob
12JD312D12
1st Offer
Pd'ate landowner
100.0oeeeob0a.
c/o David V. Jones
2495 Pine Knoll Dr
Kinston NC 26504
NC- GR-003DDDD00
Ann Joyner- 4.00000000%
Garrison Bob
11108/2012
let Offer
Private Landowner
Arleta Harper- 20.00000000%
Deborah Joiner- 4.DDDOD000%
Mollie Joyner - 64.00000000%
1785 Gruen Rd.
snow Hill NC 28580
C -(252) 747 -2142
Robert Jayoer.4.000D0000%
1/25/2013 Page 21 of 22 10:28:15 AM

1/25/2013 Page 22 of 22 10:28:15 AM
Rudolph Joyner • 4.00000000%
NC- GR.0030.D0100
Br1H Farm Partnershlp
Garrison Bob
12J03/2D12
1st Offer
Private Landowner
p0 Box 1427
Wilson NC 27893
NC -GR-0 31.00000
GIIMn & Griffin Hog Farm
Garrison Bob
1110812012
1st Offer
1/1'!12013
Private Landowner
7610 Grin Rd
Srow Hill NC 28580
H- 252 747 -2142
NC-G R-0031.00700
Isaac Hal" i H.me Saab
Garrison Bob
12/0312012
Assigned
Private Landowner
3850 FNVY 58 N
Snow Hill NC 28580-
1/25/2013 Page 22 of 22 10:28:15 AM

EROSION AND SEDIMENTATION
CONTROL NARRATIVE
for
Piedmont Natural Gas Line 5B Looping Project
Johnston, Wayne, and Greene Counties, North Carolina
Prepared By:
AK Environmental, LLC
5020 Ritter Road, Suite 206
Mechanicsburg, PA, 17055
January 2013

Erosion and Sediment Control Narrative
Piedmont Natural Gas — Line SB Looping Project
1.0 Introduction
This Erosion and Sediment Control Plan (ESCP) has been prepared for Piedmont Natural Gas (PNG) as a
requirement for the Line 56 Looping West and East ( "Project "). The information contained herein
outlines the general requirements for earth disturbing activities associated with construction activities
and was prepared in accordance to the North Carolina Sedimentation Pollution Control Act of 1973 (as
amended) and the NC Erosion and Sediment Control Planning and Design Manual.
1.1 Project Location and Description
The Project consists of approximately 24 miles of 12 -inch diameter natural gas pipeline from Piedmont's
Bentonville LNG Plant in Johnston County (35.328916 0N, 78.264026 °W) continuing cross country
through Wayne County, and ending at Piedmont's Junction B interconnect ( 35.496219 0N, 77.757180 °W)
in Greene County. United State Geological Service (USGS) 7.5 Minute Quadrangle Topography Maps
overlain with the Project Location is depicted on Figure 1 and 2, as well as on the cover of the Erosion
and Sediment Control Plan Drawings. The Project will loop PNG's existing 10 -inch Line 5B Pipeline to
provide additional capacity to the growing area of Goldsboro, NC. Although being permitted as one
project, in an effort to minimize construction /operational impacts on the local community, the project
has been divided into two segments; Line 58 Loop West and Line 58 Loop East. The "West" segment
(discussed herewith in) will begin at the Bentonville LNG Plant and will parallel PNG's existing Line 5B
Right -of -Way (ROW) where feasible for approximately 11 miles where it will tie back into the existing
Line SB at PNG's Junction E site (35.385795 °N, 78.099343 °W), located at the intersection of Old Smith
Field Road and Rosewood Road in Wayne County. At this Junction PNG will use the existing Line 5B
Pipeline to transport natural gas through the greater Goldsboro area. The "East" segment will begin at a
new pipeline "Junction" to be located along NC Highway 111(35.433066 °N, 77.962990 °W),
approximately 670 -feet North of the intersection of Cotton Wood Drive. The Project then continues
cross country paralleling the existing Line SB ROW where feasible in an easterly direction for
approximately 13 miles into Greene County, terminating at PNG's Junction B Compressor Station in
Snow Hill, NC.

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1.2 Approach and Overview
The primary soil disturbing activities will include the clearing and grubbing of the pipeline easement, the
segregation of topsoil, the excavation and re- compaction of the trench, and the restoration of the
disturbed areas. The topography along the pipeline corridor will be restored to the original grades as
near as possible so that any changes in land surface elevation will be temporary.
1.2.1 Planning
Site topography, soil types, and potential effects of construction - related activities on erosion and
sediment migration have been considered in developing this ESCP. Areas of steep, erodible slopes and
erodible soils, if encountered, will not be disturbed without instituting proper engineering controls to
minimize erosion and off -site transport of sediments.
1.2.2 Minimize Land Disturbance
To the extent practical, disturbed areas and the duration of exposure to erosion elements will be
minimized. Clearing of vegetation will be limited to only those areas of the site to be disturbed at a
given time. To the extent possible and practical, existing vegetation will be retained and protected.
1.2.3 Installation of Erosion and Sediment Controls
Erosion and sediment control Best Management Practices (BMPs) will be constructed, installed,
stabilized and functional immediately following any earth disturbing activities in a given area
1.2.4 Maintenance of Erosion and Sediment Controls
Erosion and sedimentation controls will be maintained during construction activities and until the
disturbed area is stable. Maintenance will include weekly inspection of all erosion and sedimentation
control devices and after any precipitation event that is greater than 0.5 inches. Preventive and
corrective maintenance activities such as cleanout, repair, replacement, re- grading, reseeding, and re-
mulching will be done as soon as possible and practical.
1.2.5 Stabilization
Temporary stabilization will occur on a daily basis immediately after soil disturbance. Temporary
waterbars will be installed at the end of the day, sediment barriers will be installed across bridge
entrances, and silt fence is maintained. During pipeline construction, all areas are considered active
until back fill and final grade take place, at which time final stabilization measures will be implemented.
Permanent stabilization methods including seeding and mulching shall occur within 15 working day or
30 calendar days, whichever is less. Typical pipeline construction follows the Federal Energy Regulatory
Commissions (FERC) recommendation of permanent stabilization within 20 days (10 days in residential
areas) upon completion of final grade.
1.2.6 Supervision and Inspection
Inspection of land- disturbing activities for sediment control is required. The inspector's job is to
determine that the approved ESCP is installed as approved, that erosion is being controlled, and off -site

sedimentation is prevented. If the inspector finds deficiencies, he or she must take appropriate actions
to secure compliance.
• Erosion and sedimentation control devices will be in -place and inspected at the end of each
work day during active construction and after each precipitation greater than 0.5 inches. Upon
inspection the contractor shall repair or replace any failed device, immediately or as practical.
• Maintenance and inspection of sediment control facilities shall conform to NCDLQ rules and
regulations.
• Sediment must be removed when it has reached % the aboveground height of the filter fabric
fence. Repair all undercutting of erosion of the toe anchor immediately with compacted backfill
materials. Adhere to the manufacturer's recommendations for replacing filter fabric due to
weathering.
• Re- vegetated areas shall be inspected for bare spots, washouts, and healthy growth during
construction. Identified bare spots and washouts shall be repaired immediately or as practical.
• All spoils piles shall be stabilized as appropriate with either silt fence or temporary seedings.
• It is the responsibility of the contractor to ensure that all runoff is directed to sedimentation
control devices.
• All sedimentation control devices shall remain in -place until the disturbed area has achieved a
minimum of 80% total re- vegetation. Any area not achieving 80% re- vegetation shall be re-
seeded and mulched.
2.0 Site Description
2.1 Topography
The pipeline traverses rolling agricultural land with an average slope of 1% or less. Localized slopes
of up to 10% may be encountered for short distances. The majority of the pipeline is located in
cultivated land; however, portions of the route contain forested areas that will require clearing.
Portions of the route may encounter wetlands requiring special mitigation techniques.
2.2 Site Hydrology
Due to the nature of linear project, there are multiple surface waters within the Neuse River Basin
that are associated with the Project. The major receiving waters include associated with the West
segment include; Mill Creek, Neuse River, Raccoon Swamp (WS- IV;NSW), Moccasin Creek, Half -Mile
Branch (WS- IV;NSW), Stoney Creek (C;NSW), Exum Mill Branch (C;Sw,NSW), and Cow Branch
(C;Sw.NSW).
2.3 Soils
Due to the long, narrow nature of the disturbed area, no single soil type exists along the project.
Along the route, areas of coarse soils such as sand and gravel as well as fine soils such as silt and clay
are expected. Appropriate erosion control measures for each type will be provided. Soil types and
symbols area provided on the ESCP drawings.

2.3.1 Topsoil Segregation
Topsoil is required to be segregated in wetlands along the ditch line only as part of the ditching procedure,
unless the soil is saturated, there is standing water present, or in freezing conditions. Unless approved
otherwise by the landowner or land management agency, topsoil is segregated prior to ditching in all
residential areas in actively cultivated or rotated croplands and pastures, hayfields and other areas at the
landowners or land managing agency's request. Topsoil and subsoil will be segregated within wetlands
during ditching and stockpiled separately.
The Contractor shall strip and segregate a minimum of 12 inches of the topsoil layer. In soils where the
actual topsoil depth is less than the specified depth of salvage, the Contractor shall strip and segregate
the topsoil layer by stripping the topsoil to a depth where the topsoil color changes to the color of a
distinct underlying soil horizon. Topsoil shall not be used for padding, backfill or trench breakers, under
any circumstances
3.0 Erosion and Sediment Control Practices
3.1 Standard Pipeline Construction Sequence
Typical pipeline construction in completed as an "assembly" line, with dedicated crews for each phase
described below. A graphical representation of typical pipeline construction sequence in included as
Figure 3.

Figure 3
Typical Pipeline Construction Sequence
r-
I .
Survey and Staking
11.
X -Ray Inspecti on, Weld Repair
2.
Clearing
12.
Coating Field Welds
3.
Frord -End Grading
13a.
Trenching (wheel ditcher)
a.
ROW Topsoil Stripping
13b.
Trenching (backhoe)
5.
Restaking Centerline of Trench
13c.
Trenching (rock)
6.
Stringing Pipe
14.
Inspection & Repair of Coating
7.
Field Bending Pipe
15.
Lowering Pipe into Trench
8.
Line -Up, Initial Weld
16.
As -Built Survey
9.
Fill & Cap, Final Weld
17.
Pad, Backfill, Rough Grade
10.
As -Built Footage
18.
Hydrostatic Testing, Final Tte-n
19.
Replace Topsoil, Final Clean-
Up, Full Restoration
Figure 3
Typical Pipeline Construction Sequence
r-

3.1.1 Clearing
The following are standard procedures that PNG will follow during the clearing phase of construction:
• ROW boundaries (e.g., workspace limits) will be clearly delineated and that no clearing
occurs beyond these boundaries.
• Wetland boundaries shall be clearly marked prior to clearing.
• Trees to be saved shall be marked (flagging, construction fencing, etc.) before clearing begins.
• The construction corridor will be cleared and graded to remove brush, trees, roots and
other obstructions such as large rocks and stumps. Non -woody vegetation may be mowed
to ground level.
• Trees shall be felled into the ROW.
• Trees that have fallen into waterbodies or beyond the ROW shall be removed immediately.
• Trees located outside of the ROW will not be cut to obtain timber for use along the ROW.
• Timber shall not be stacked in drainage ways or left within wetlands.
Access within the ROW across wetlands will only be permitted with timber mats where soils are
saturated and not able to support construction equipment without rutting of the wetland soil at the
time of crossing or during frozen soil conditions. A stable crossing should be provided at all times within
the wetlands
3.1.2 Grading
When existing topography and /or terrain does not permit crews and equipment to operate safely and
does not provide access or an efficient work area, grading shall be required. Rock construction entrances
shall be installed where required prior to or in association with grading. Erosion control devices must also
be installed at all stream, wetland, and road crossings prior to grading. Only the minimal clearing and
grading necessary to install the devices shall be allowed. The following general construction methods will
be employed during grading:
Removal of Tree Stumps
• In upland areas, stumps can be removed across the entire width of the construction ROW if
required for pipeline safety reasons or for worker safety concerns.
• In wetlands, stumps shall be removed only in the trenchline; except where construction
constraints or safety concerns require their removal.
Disposal of Tree Stumps
Tree stumps shall be disposed of by one of the following methods, pending approval of the landowner,
the lead environmental inspector, and in accordance with permit and regulatory requirements:

• Stumps may be removed from the site and disposed of in an approved landfill or other site
which traditionally accepts construction /timber debris.
• Stumps may be burned in upland areas provided that the residual ash is removed from the
ROW.
3.1.3 Trenching and Stringing
Trenching will be done utilizing track -hoe excavators and /or specialized trenching machines. Top soils
and underling soils are typically segregated and stored in rows along the trench line. In general,
approximately 80 -foot lengths of pipe will be trucked to the site from a temporary storage yard, strung
along the easement, and placed on skids (wooden pedestals). Specialized machines will be used to bend
individual segments of the pipe to fit the contours of the trench where necessary. The pipe segments
will be welded together, x- rayed, inspected for structural integrity.
3.1.4 Lowering/ Backfilling
Once the pipe is welded into selected lengths, the pipe is then lowered in to the trench using side boom
excavators. Permanent trench breaks will be installed where necessary and at the appropriate spacing
based on FERC recommendations:
Slope % FERC Snacin
< 5 None
5-15 300 feet apart
>15 — 30 200 feet apart
> 30. 100 feet apart
Upon lowering, backfilling will commence with excavated subsoil and topsoil. In certain areas, such as
residential, wetlands, and agricultural crops, efforts will be made to segregate topsoil from the subsoil
and backfilled using the following guidelines:
• Backfill material and methods will be approved by the assigned inspector.
• Subsoil shall be placed directly onto the padding material.
• Heavy equipment may be used to compact the backfilled ditch to minimize settling, or a crown
of soil will be put over the pipeline to compensate for future soil settling. Openings shall be left
in the crown to allow for lateral surface drainage.
• Subsoil excavated as part of the project and sediment removed from BMPs will be combined
and used to backfill the trench. Typically, excess soil is minimal and will either be used to create
a crown over the trench to counteract settling or will be spread evenly across the ROW, which
will have a negligible effect of the overall grade.
• Any excess excavated materials or materials unsuitable for backfill will be handled, as approved
by landowner or land management agency, or disposed of in accordance with applicable
regulations.

Depth of cover Is as follows:
Agricultural fields — minimum 4 feet
Wetlands — minimum 4 feet
Waterbodies - 5 feet
Upland forested — minimum 4 feet
3.1.5 Restoration
Restoration and revegetation of the ROW incorporates permanent erosion and sediment control
measures. However, in the event that final restoration cannot occur in a timely manner due to
weather or soil conditions, temporary erosion and sediment control measures will be maintained until
the weather is suitable for final cleanup and revegetation. In no case shall final cleanup be delayed
beyond the end of the next recommended seeding season.
Temporary Restoration Measures
• Stabilization measures shall be initiated as soon as practical on upland portions of the ROW
where activities have temporarily or permanently ceased except when the initiation of
stabilization measures by the seventh day is precluded by weather. Stabilization measures shall
be initiated as soon as machinery is able to obtain access to the ROW.
• Stabilization of waterbodies and wetlands shall be initiated immediately after backfilling,
weather permitting.
• Per the E &SC Plan as soon as slopes, channels, ditches and other disturbed areas reach final
grade, they will be stabilized. Upon completion or temporary cessation of the earth disturbance
activity, the project site shall be immediately stabilized.
• Temporary seeding for ROW and topsoil stabilization will be provided within 7 days on slopes
greater than 3:1 or 14 days on flat terrain or slopes less than 3:1.
• All temporary sediment barriers will be removed when an area is successfully revegetated (i.e.,
when a minimum uniform 80% perennial vegetative cover with a density capable of resisting
accelerated erosion and sedimentation has been achieved.), or when permanent erosion
controls are installed.
Permanent Restoration Measures
• Permanent restoration of waterbodies and wetlands shall be initiated immediately after
backfilling, weather permitting.
• Final grading shall be completed, including topsoil replacement and permanent erosion control
measures, within 20 days after backfilling the trench (10 day in residential areas), weather
permitting.
• Construction debris shall be removed from the ROW and the ROW shall be graded so that the
soil is left in the proper condition for planting.

• Where trench compaction has not been done, the ROW shall be graded to pre - construction
contours, as practical, with a small crown of soil left over the ditch (except in waterbodies) to
compensate for settling, but not to interfere with natural drainage.
• Where topsoil has been segregated, the topsoil shall be spread back along the ROW in an even
layer.
• All fences which were cut and replaced by gaps during construction shall be repaired to at least
the equivalent preconstruction conditions.
• Permanent water bars shall be constructed to the same specifications as temporary water bars
after final grading and prior to seeding.
• Permanent water bars will be constructed to replace temporary erosion control barriers upslope
of road and railroad crossings, and on both sides of all wetland and waterbody crossings, where
appropriate.
3.2 Site Access
3.2.1 Rock Construction Entrance
Temporary crushed stone construction entrances will be installed at construction entrances adjacent to
existing public and private roadways, where construction traffic will be entering and exiting the site.
The use of these access routes will help confine truck and equipment traffic to specific corridors, thus
reducing land disturbances, protecting vegetation, and reducing the amount of sediment transported
off -site and into the existing local stormwater system. In applicable, inlets to storm drainage facilities
shall be protected for 300 feet to either side of the entrances.
3.2.2 Temporary Access Road
Where temporary roads are needed to provide access to the pipeline right -of -way, road stabilization
may be required in order to control sedimentation. Where temporary roads are expected to remain in
use for an extended period of time or are located in areas of excessive moisture, gravel will be required
to stabilize the surface. At a minimum, drainage from the roads should be controlled using water bars or
turnouts to divert the water through vegetated buffer areas or other sediment control devices. Parking
and staging areas should be maintained using clean gravel to minimize sediment transport.
3.3 Travel Lanes
3.3.1 Upland Areas
A travel lane, typically along the working side of the ROW may be left open temporarily to allow access
by construction traffic if the temporary erosion control structures are installed, inspected and
maintained as specified. When access is no longer required, the travel lane shall be removed,
decompaction of the travel lane will occur, and the travel lane restored. The contactor wii not use dirt,
rock, pulled tree stumps or brush, or rip -rap to stabilize the travel lane.
3.3.2 Temporary Bridges
Stream will be temporary bridged by using bolted timber mats, modified railcars, or similar devices that
will limit temporary bank impacts and will be underlined with geotextile fabric to prevent sediment and

tracked materials from falling between the timbers. In addition, sideboards will be attached to the
temporary bridges to prevent accumulated soils from entering the waterbody.
3.4 Sediment Barriers and Filters
3.4.1 Silt Fence
Also referred to as filter fence or sediment barrier, this temporary sedimentation control device consists
of metal posts with filter fabric stretched across the posts. Silt fencing will be installed as needed on
slope -side and down -slope boundaries of disturbed areas. Silt fencing shall be constructed and installed
in accordance with the construction standard.
3.4.2 Reinforced Sediment Barrier
Reinforced Sediment Barrier or "Super Silt Fence" is similar to standard silt, but is typically reinforced
with chain link fence, welded wire fence, or hogwire. Reinforced Sediment Barriers are used in areas
where additional support is required due to the slope of the site or volume of stormwater runoff.
3.4.3 Temporary Waterbars
Waterbars may be used to direct runoff to well- vegetated areas or sediment removal facilities (e.g.,
sediment traps or sediment basins). They should discharge to the downslope side of the access road or
ROW so that runoff will flow away from, not back onto the roadway or ROW. A 2% maximum gradient is
recommended to ensure proper discharge of water entering the waterbar. Steeper gradients should be
avoided to prevent erosion of the waterbar. Wherever erodible soils are present, or where there is not a
sufficient vegetative filter strip between the waterbar and receiving surface water, the waterbar should
be provided with a temporary protective liner or be outfitted with waterbar outlet protection to
promote sheetflow. Obstructions, (e.g., straw bales, silt fence, rock filters, etc.) should not be placed in
or across waterbars.
3.5 Temporary Stabilization
3.5.1 Temporary Seeding
Temporary seeding will be used to stabilize disturbed areas before final grading or when in a season that
is not suitable for permanent seeding. At a minimum, lime and fertilizer shall be incorporated in the top
4 -6 inches of soil if possible, follow the recommendations of soil tests or apply 2000lb /acre ground
agricultural linestone and 700 -1000 lb/acre 10 -10 -10 fertilizer. Use temporary species that are
appropriate for the season and region, as outlined on the ESCP. Within 6 weeks of planting, inspect to
verify growth, fertilize re -seed, and mulch as necessary.
3.5.2 Mulching
Mulching is used to provide temporary erosion protection and to promote growth of vegetation. Use
material equivalent to that show below. On steep slopes and in channels, install and anchor matting,
geofabric, or netting over straw
3.6 Maintenance and Inspection
Until the site is stabilized, erosion and sediment control BMPs must be maintained properly.
Preventative and corrective maintenance work, including clean -out, repair, replacement, re- grading,

Re- seeding, re- mulching, and re- netting must be performed immediately. If erosion and sedimentation
control BMPs fail to perform as expected, replacement BMPs, or modifications to those installed will be
required. The following inspection and maintenance practices will be used to maintain erosion and
sediment controls on -site during activities.
• Erosion and sedimentation control devices will be in -place and inspected at the end of each
work day during active construction and after each precipitation event greater than 0.5 inches.
Upon inspection the contractor will immediately repair or replace any failed device.
• Sediment must be removed when it has reached Y2 the aboveground height of the filter fabric
fence. Repair all undercutting of erosion of the toe anchor immediately with compacted backfill
materials. Adhere to the manufacturer's recommendations for replacing filter fabric due to
weathering.
• Re- vegetated areas shall be inspected for bare spots, washouts, and healthy growth during
construction. Identified bare spots and washouts shall be repaired immediately.
• All soil stockpiles that are to remain onsite for more than 1 week shall be seeded with
temporary grass, as noted in Tables 4 and 5 above and the construction details.
• It is the responsibility of the contractor to ensure that all runoff is directed to sedimentation
control devices.
All sedimentation control devices shall remain in -place until the disturbed area has achieved a minimum
of 80% total re- vegetation. Any area not achieving 80% re- vegetation shall be re- seeded and mulched
within 24 hours of detection.
4.0 Specialized Construction Methods
4.1 Wetland and Waterbody Crossings
Wetland and waterbody crossing techniques shall be conducted in according with the applicable
construction detail provided in the ESCP.
Method I: Horizontal Direction Drilling (HDD), or bored crossings will involve aboveground removal of
vegetation by hand to provide a "line of site ". Of the 50 -foot wide clearing, the 30 -foot temporary work
space will be seeded with a native restoration seed mix and allowed to return to its pre - construction
condition. The remaining 20 -foot permanent easement will be routinely mowed and brush hogged.
During HDD activities, the risk of releasing drilling fluids to the surface (aka "frac out ") is always present.
Should this situation arise during drilling activities, the contractor shall follow the Frac Out procedures
outlined in Section 7.0
Method II: Pipeline installation through wetlands and streams utilizing the traditional open cut or "dry
crossing" methods. Aboveground vegetation will be removed by hand and generally no grubbing or
belowground vegetation removal will occur, with the exception of the area directly over the trench line.
Prior to trench line excavation within a steam body, a 10 -foot vegetative buffer will be left in place until
the time of crossing, only then will grubbing of below ground vegetation take place, any logging debris
introduced into streams or wetlands will be avoided to the maximum extent practical and removed
promptly

Following preparation of the easement timber mats will be placed alongside the trench line to provide a
safe space for equipment to work and travel, and prevent excessive rutting and ground disturbances.
Streams will be temporary bridged by using bolted timber mats, modified railcars, or similar devices that
will limit temporary bank impacts and will be underlined with geotextile fabric to prevent sediment and
tracked materials from falling between the timbers. In addition, sideboards will be attached to the
temporary bridges to prevent accumulated soils from entering the waterbody. Silt fence will be installed
along the boundaries of streams and across the boundaries between uplands and wetlands. Since
stream flow during construction may vary, streams crossing will be completed by utilizing "dry crossing"
methods described below. The dry crossing method required that waterbody flow be maintained at all
times. Continuous flow will be maintained by:
o Flume Crossing: This crossing technique is not proposed for the Project,
however it is being included in case the contractor decides this is the best
method due to site conditions at the time of crossing. During mainline
construction the streambed will not be excavated and the banks will be left in
place as hard plugs until the pipe is ready to be installed. The size and number
of flumes over the trench line will be sufficient for maximum anticipated flows
during the construction time frame. Flume pipe(s) will be installed over the
trench line and maintained until restoration is compete. At the time of crossing,
the pipe will be threaded under the flume pipe(s) and the ditch will be backfilled
while waterbody flows are maintained. Flume pipe(s) will be permanently
removed as part of restoration.
o Dam and Pump: This method will maintain upstream and downstream flows
during in -steam activities. Grubbing or removal of belowground vegetation
within the trench line will not take place until all materials required to compete
crossing are onsite and pipe is ready to be installed. Street plates or sand bags
will be used to dam the flow during the pump around; Pumps will be used only
when direct access to the trench or streambed is required, and not for extended
period of time. During pumping operations, a construction representative will
"man" the pump and generator to ensure aquatic resources are protected in the
event of a spill. Energy dissipation devices will be used at the downstream
outlet to prevent excessive scour or erosion of the streambed.
When an intermittent or ephemeral stream is to be crossed during construction and a "dry- ditch"
crossing is not required, the use of an open cut method may be used, providing no flow is present during
the time of crossing and flow is not anticipated during the crossing procedure (typically within 48 hours).
Bank disturbance shall not take place until all materials to complete the crossing area onsite and the
pipe is ready to be installed. During an open cut crossing, the use of equipment shall be limited to that
needed to construct the crossing; all other construction equipment must cross on a temporary
equipment bridge, and remain in place until the bridge is no longer need for the Project. All delineated
streams, regardless of category will be bridged during construction.
Wetlands and waterbodies are commonly found together as one system. The crossing methods used will
be based on field conditions to protect both resources equally. It is essential to recognize that individual
construction methods will be assigned to both the wetland(s) and the waterbody(ies) to protect the
resources.

Areas within wetlands that are disturbed will be seeded with a native wetland seed mix. Disturbed
wetland areas outside the permanently maintained easement will be allowed to re- vegetate naturally.
Stream banks temporarily affected by trenching or placement of the equipment bridge will be stabilized
with a native riparian seed mix, and protected using curlex matting.
4.2 Trenching
4.2.1 Trench Plugs
Soft plugs consist of compacted subsoil or sandbags placed in the ditch following excavation. Topsoil
will not be used for plugs. Hard plugs consist of unexcavated portions of the ditch and also typically
provide access across the ditch for wildlife and livestock.
Trench breakers will be installed at both sides of all waterbody and wetland crossings.
Soft plugs constructed to hold water will be longer along the trenchline than they are tall, constructed
in compacted layers, and inspected regularly by the Contractor to prevent breaching.
Installation of trench breakers and soft plugs will be coordinated with installation of temporary water
bars in order to effectively divert water off the ROW (see table below).
Slope % FERC Spacin
< 5 None
5-15 300 feet apart
>15 — 30 200 feet apart
>30 100 feet apart
Water accumulated behind the plugs will be pumped out onto a well- vegetated area or filtered before
the plug is removed. Sediment shall be removed and redistributed within the trench upslope of the
trench breaker when accumulations reach 1/2 the height of the barrier.
4.2.2 Trench Dewatering
Hose intakes will be elevated off of the ditch bottom. The Contractor will be trained on exclusion areas
for dewatering locations. The environmental inspector will assist in choosing dewatering locations when
needed and has the authority to stop work and relocate the structure if the structure is not placed
correctly or is causing sedimentation. Discharges shall be directed through a filter bag and /or into areas
contained by erosion control barriers. Filter bags will be used in accordance with manufacturers'
specifications. Filter bags shall not be placed on slopes greater than 5 %. Intake hoses will be screened and
the of clamps or tie wire will be used to attach filter bag to hose. String or cord should not be used.
Under no circumstonces will trench water or other forms of turbid water be directly discharged onto
exposed soil or into any wetland or waterbody, known cultural resource sites, or locations of
sensitive species.
5.0 Site Housekeeping and Material Management

The spill prevention and control methods listed in this section are based on approved spill control
plans. The ECP is comprehensive in that it addresses actions used to prevent spills in addition to
specifying actions that will be taken should any spills occur, including emergency notification
procedures. The Project's on -site El are responsible for ensuring that Contractors implement and
maintain spill control measures.
5.1 Preventative Measures
5.1.1 Training
The Contractor will instruct personnel on the operation and maintenance of equipment to prevent the
accidental discharge or spill of fuel, oil, and lubricants. Personnel will also be made aware of the
pollution control laws, rules, and regulations applicable to their work.
Spill prevention briefings with the construction crew will be scheduled and conducted by the El to
insure adequate understanding of spill prevention measures. These briefings will highlight:
• precautionary measures to prevent spills;
• sources of spills, such as equipment failure or malfunction;
• standard operating procedures in case of a spill;
• equipment, materials, and supplies available for clean -up of a spill; and
• a list of known spill events.
5.1.2 Equipment Inspection / Maintenance
The Contractor will inspect and maintain equipment that must be fueled and /or lubricated according
to a strict schedule. Ensure that all construction equipment has on hand sufficient supplies of
absorbent and barrier materials to allow the containment and recovery of spilled materials. The
Contractor will submit to PNG for approval written documentation of the methods used, which
includes: work performed, fueling and grease truck locations, as part of the daily work plan.
All containers, valves, pipelines, and hoses will be examined regularly to assess their general condition.
The examination will identify any signs of deterioration that could cause a spill and signs of leaks, such
as accumulated fluids. All leaks will be promptly corrected and or repaired.
5.1.3 Refueling Operations
The Contractor will insure that equipment is refueled and lubricated within the ROW and at least 100
feet away from all waterbodies and wetlands with the following exceptions:
• Areas such as rugged terrain or steep slopes where movement of equipment to refueling
stations would cause excessive disturbance to the ROW.
• Areas where removing equipment from a wetland for servicing would increase adverse impacts
to the wetland.
• Sites where moving equipment to refueling stations from pre- fabricated equipment pads is
impracticable or where there is a barrier from the waterbody /wetland (i.e., road or railroad).

• Locations where the waterbody or wetland is located adjacent to a road crossing (from which
the equipment can be serviced).
• Refueling of immobile equipment including, but not limited to, bending and boring machines, air
compressors, padding machines, and hydro -test fill pumps.
In these areas, auxiliary fuel tanks will be used to reduce the frequency of refueling operations and in
no case will refueling take place within 100 feet of any known potable water wells.
The Contractor will assure that all refueling is done pursuant to the following conditions:
• Impact minimization measures and equipment will be sufficient to prevent discharged fluids
from leaving the ROW or reaching wetlands or waterbodies, and be readily available for use.
These will include some combination of the following:
a. Dikes, berms or retaining walls sufficiently impervious to contain spilled oil.
b. Sorbent and barrier materials in quantities determined by the Contractor to be
sufficient to capture the largest reasonably foreseeable spill.
c. Drums or containers suitable for holding and transporting contaminated materials.
d. Curbing.
e. Culverts, gutters, or other drainage systems.
f. Weirs, booms, or other barriers.
g. Spill diversion or retention ponds.
h. Sumps and collection systems.
• The Contractor will prepare for approval by PNG a list of the type, quantity, and the storage
location of containment and clean up equipment to be used during construction.
• All spills will be cleaned up immediately. Containment equipment will not be used for storing
contaminated material.
5.1.4 Storage
Storage containment areas will not have drains, unless such drains lead to a containment area or
vessel where the entire spill can be recovered. Hazardous materials shall not be stored within 100
feet of any wetland or waterbody.
5.1.5 Personnel Support
Prior to construction, the ROW inspector or agent shall identify and prepare a written inventory of
water wells within 150 feet of the construction work area. The Construction ROW Agent will notify the
authorities of all potable water supply intakes located within three miles downstream of any crossings
a minimum of one week prior to construction.
5.1.6 Impact Minimization Measures

Containment is the immediate priority in the case of a spill. A spill will be contained on PNG property
or ROW, if possible. Clean up procedures will begin immediately after a spill is contained. In no case
will containment equipment be used to store contaminated material.
5.2 Waste Management
5.2.1 Before Work Commences and Before Generating Waste
Company shall inspect all secondary containment provided by the Contractor. Company shall provide
the EPA generator number if necessary for all hazardous waste generated as a result of the
performance of the Scope of Work and provide a hazardous waste contingency plan if necessary.
5.2.2 During Waste Generation
For unanticipated wastes generated during the performance of the Scope of Work, Company and
Contractor shall confer on classification responsibilities as soon as possible after the waste is
generated. Company shall obtain a temporary hazardous waste EPA ID number if necessary.
5.2.3 After Waste Generation
Company shall arrange for transportation and disposal of all hazardous and special wastes generated
during the performance of the Scope of Work.
5.3 Waste Management — Contractor Responsibilities
5.3.1 Before Work Commences
Contractor shall develop a Waste Management Plan for all wastes anticipated during the project and
submit to Company for approval. At the discretion of the Company, multiple similar projects may be
covered under one Waste Management Plan. The work shall not commence
prior to obtaining Company's approval of Waste Management Plan. If the Waste Management Plan
addresses potentially hazardous waste or asbestos, the Contractor shall have training in accordance
with Contractor's own training program.
Contractor shall minimize the waste generated during a project by purchasing and using only the
amount of material needed. All excess materials purchased by a Contractor shall be removed by the
Contractor at the end of the project.
Contractor shall furnish to the Company copies of any permits, clearances or authorizations obtained by
Contractor.
5.3.2 Before Generating Waste
Contractor shall be familiar with the state and local environmental requirements as necessary for the
performance of the Scope of Work.
Contractor shall provide all drums (DOT Spec. 1A1 or IA2), rolloff boxes, or other containers necessary to
contain wastes generated during the performance of work, including wastes generated in response to
spill response and cleanup activities, unless otherwise specified in the Scope of Work. All containers shall
be approved by the Company.

Contractor shall provide containment areas for liquids, hazardous waste and special waste as required
by the Spill Management section of this specification. The containment shall be impervious to the
materials being stored. Temporary storage on the right -of -way does not require protection from
weather; temporary storage shall not exceed one week.
Contractor shall collect all waste near the close of each workday and shall place the waste in a
Company- approved location.
5.3.3 During Waste Generation
Contractor shall be responsible for housekeeping activities in the work area.
Contractor shall notify the Company prior to placing any potentially hazardous or special waste in
storage so that Company may conduct sampling and analysis as necessary.
Contractor shall be responsible for proper packaging, labeling, marking and storing of waste.
Contractor shall keep hazardous, non - hazardous, special, and general trash wastes separate and shall
not mix waste streams.
Contractor shall keep a waste log identifying the Company facility at which the waste was generated,
the volume and type of waste generated, the date generated and, where applicable, the Company -
approved location to which the waste was transported or stored. Contractor shall provide the waste log
to the Authorized Company Representative weekly. Any waste shipped to a Company facility shall be
accompanied by a log.
For unanticipated wastes generated during the Scope of Work, Company and Contractor shall confer
on classification responsibilities as soon as possible after the waste is generated.
If classification of a waste is unknown, all waste shall be assumed to be hazardous until final
classification is received from the Company. Contractor shall label and store waste accordingly.
In accordance with the Contractor's approved Waste Management Plan, the Contractor shall be
responsible for the handling, storing and transporting of non - hazardous and special wastes generated
by Contractor during the performance of the contract.
Any proposed changes to the approved Waste Management Plan regarding the methods established
for the handling, collecting, transporting, and storing of any waste shall be submitted in writing and
agreed to by both the Contractor and Company prior to instituting the change.
5.3.4 After Waste Generation
Contractor shall notify Company personnel prior to moving any waste off -site to another location.
Contractor shall be responsible for ensuring that non - hazardous and special wastes are transported by
Company- authorized transporters only, and all waste is accompanied by the appropriate shipping
papers, complete with required information and signatures. Contractor is prohibited from
transporting hazardous waste unless specifically authorized.
Contractor shall submit all waste shipping papers to the Company.
• Contractor shall supply disposal containers for the general trash waste generated by the

Contractor and its subcontractor; it shall be transported to a disposal facility in accordance
with the Waste Management Plan.
5.4 Spill Management — Company Responsibilities
Company shall review spill prevention and response as part of the pre job meetings as discussed
above.
In the event of a reportable spill or release which involve Company - processed products /materials (e.g.
pipeline liquids, used oil, etc.), Company shall make notifications to the appropriate agency.
Company shall provide a copy of release reports required by Federal or State agencies to any
jurisdictional land- managing agency, concurrent with the filing of reports to the involved Federal and
State agencies.
5.5 Spill Management — Contractor Responsibilities
The Contractor shall comply with the spill prevention, control, and containment procedures set forth
below and in the Scope of Work for all work undertaken during performance of the contract.
Contractor shall ensure that their personnel and subcontractors involved in the work area are aware of
the spill prevention and containment responsibilities.
Contractor shall develop a list of all emergency contacts within the Contractor's and subcontractors'
organization, and a description of emergency response equipment that will be provided by the
Contractor for use by their employees. Emergency equipment may include but is not limited to shovels,
backhoes, dozers, front end loader, etc.
Contractor shall have a copy of the Material Safety Data Sheet (MSDS) of each chemical to be used
during the job and it shall be available for review if requested by the Company.
5.6 Spill Prevention — Contractor Responsibilities
Contractor shall install lined secondary containment impervious to the material being stored (e.g. diking
and /or earthen berms with liner) around liquids materials handling and storage areas to prevent spilled
material from reaching the waters of the state. Areas which require containment structures include: (i)
liquid and hazardous waste drum storage areas, (ii) bulk storage tanks, (iii) tanker trucks if parked at one
location for more than two days, (iv) liquids handling and operations areas on offshore facilities. All
equipment staging areas shall be located at least 50 feet away from all water sources and wetland areas.
No storage areas shall be located within 100 feet of a perennial stream. No chemicals or fuel shall be
transferred within 100 feet of stream banks. The contractor shall install drip pans or other suitable
containment devices to collect all vehicle fluids when performing on -site maintenance. All waste fluids
shall be removed from the site by Contractor and disposed of properly.
Contractor shall inspect equipment for integrity including, but not limited to, valves, hoses and fittings.
Contractor shall monitor all loading and unloading operations of chemicals and fuels to ensure proper
response to prevent spills. All hose connections shall be inspected for leaks and if leakage should occur,
the operation should cease until the leak is repaired or a containment pan is placed under the leaking
connection.
5.7 Spill Response - Contractor Responsibilities

Contractor shall provide immediate notice to the Company's Authorized Representative in the event of a
spill or other emergency. All spills occurring on land or in watercourses (including intermittent and
ephemeral streams), regardless of quantity, shall be cleaned up immediately.
If a release or spill occurs, Contractor shall stop operations and take immediate measures to control the
release and prevent dispersal of the spilled material. For spills to land (e.g. spills in drum storage areas,
spills at bulk storage tank areas, spill at truck staging areas, equipment failure or leaks, etc.), Contractor
shall initiate cleanup of the area affected by the spill by removing the soil and placing it into new or
reconditioned DOT Spec. IA2/Z150 /S drums, or other suitable containers, as determined appropriate by
Company. The Contractor shall be deemed the generator of the waste resulting from the spill. The
Contractor shall excavate and remediate the area of the spilled material. For spills that enter water,
Contractor shall contain the spill and remove the spilled material to the extent practicable using pumps
or absorbent materials.
With the exception of spills /releases which involve Company - processed products /materials (e.g.
pipeline liquids, used oil, etc.), Contractor shall be responsible for making any necessary notifications to
the appropriate Federal or State agencies for any release or spill of hazardous substances in excess of
reportable quantities established by 40 CFR 117, 40 CFR 302, and 40 CFR 355 or releases of oil as
defined by 40 CFR 110, which occurs as a result of Contractor's or its subcontractors' activities.
Contractor shall document and record all spills. Copies of the documentation shall be provided to the
Company's Authorized Representative.
6.0 Post - Construction
6.1 Permanent Site Stabilization
6.1.1 Permanent Seeding
Use permanent seeding techniques to stabilize areas for periods longer than 12 months. At a minimum,
slopes greater that 3:1 should be roughened by tracking, grooving, or furrowing. Add lime and fertilizer
in the upper 4 -6 inches where practical, use appropriate seed for region and season as indicated on the
ESCP, and mulch 75% of the ground surface with approved material. Following installation, inspect
seeded areas within 4 -6 weeks, repair and re -seed as necessary.
6.1.2 Mulching
Mulching is used to provide temporary erosion protection and to promote growth of vegetation. Use
material equivalent to that show in the table below. On steep slopes and in channels, install and anchor
matting, geofabric, or netting over straw.
Material
Rate Per Acre
Requirements
Notes
Organk Mulches
Straw
Dry, un- chopped, un-
Spread by hand or
1 -2 tons
weathered; avoid weeds
machine; must be tacked
or tied down.
Wood fiber or wood
Use with hydroseeder;
cellulose
'r4 ton
may be used to tack
straw. Do not use in hot

Straw or hay mulch should be anchored by applying tackifier, stapling netting over the top, or crimping
with a mulch crimping tool. Materials that are heavy enough to stay in place do not need anchoring.
Inspections should be done after rainstorms to check for movement of mulch or erosion. If washout,
breakage, or erosion occurs, repair surface, re -seed, re- mulch, and install netting. Continue inspections
until vegetation is firmly established.
6.1.3 Permanent Waterbars
Following final grading, install permanent right -of -way diversions (aka waterbars) to prevent erosion on
long, sloping right -of -ways to divert run -off at specific intervals based on slope. Following construction
and Right -of -way has reached final grading, correct any erosion problems, stabilize outlets, and apply
permanent seeding, as specified.
Slope % FERC Spacing
< 5 Nom?
dry weather
Wood Chips
Air dry. Add fertilizer N.
Apply with blower, chip
5 -6 Tons
12 lb/ton
handler, or by hand. Not
for fine turn areas
Bark
Air dry, shredded or
Apply with mulch blower,
35 cu -yds
hammermilled, or chips
chip handler, or by hand.
Do not use asphalt tack
Nets and Mats
Jute net
Heavy, uniform; woven of
Withstands water flow
Cover area
single jute yard. Used
with organic mulch
Excelsior (wood fiber) mat
Cover area
Fiberglass roving
Continuous fibers of
Apply with compressed air
X -1 ton
drawn glass bound
ejector. Tack with
together with a non -toxic
emulsified asphalt at rate
agent
of 25 -35 gal /1000 sq -ft
Chemical Stabilizers
Aquatain
Aerospray
Not beneficial to plant
Curasol AK
Follow manufacturer's
specifications
growth. Do not attempt
to seed /mulch over the
Petroset SB
soil binder.
Krete
Crust 500
Straw or hay mulch should be anchored by applying tackifier, stapling netting over the top, or crimping
with a mulch crimping tool. Materials that are heavy enough to stay in place do not need anchoring.
Inspections should be done after rainstorms to check for movement of mulch or erosion. If washout,
breakage, or erosion occurs, repair surface, re -seed, re- mulch, and install netting. Continue inspections
until vegetation is firmly established.
6.1.3 Permanent Waterbars
Following final grading, install permanent right -of -way diversions (aka waterbars) to prevent erosion on
long, sloping right -of -ways to divert run -off at specific intervals based on slope. Following construction
and Right -of -way has reached final grading, correct any erosion problems, stabilize outlets, and apply
permanent seeding, as specified.
Slope % FERC Spacing
< 5 Nom?

5-15
300 feet apart
>15 — 30
200 feet apart
> 30
100 feet apart
6.2 Inspection and Maintenance
Until the site is stabilized, erosion and sediment control BMPs must be maintained properly.
Preventative and corrective maintenance work, including clean -out, repair, replacement, re- grading,
Re- seeding, re- mulching, and re- netting must be performed immediately. If erosion and sedimentation
control BMPs fail to perform as expected, replacement BMPs, or modifications to those installed will be
required. The following inspection and maintenance practices will be used to maintain erosion and
sediment controls on -site during activities.
• Erosion and sedimentation control devices will be in -place and inspected at the end of each
work day during active construction and after each precipitation event greater than 0.5 inches.
Upon inspection the contractor will immediately repair or replace any failed device.
• Sediment must be removed when it has reached % the aboveground height of the filter fabric
fence. Repair all undercutting of erosion of the toe anchor immediately with compacted backfill
materials. Adhere to the manufacturer's recommendations for replacing filter fabric due to
weathering.
• Re- vegetated areas shall be inspected for bare spots, washouts, and healthy growth during
construction. Identified bare spots and washouts shall be repaired immediately.
• All soil stockpiles that are to remain onsite for more than 1 week shall be seeded with
temporary grass, as noted in Tables 4 and 5 above and the construction details.
• It is the responsibility of the contractor to ensure that all runoff is directed to sedimentation
control devices.
All sedimentation control devices shall remain in -place until the disturbed area has achieved a minimum
of 80% total re- vegetation. Any area not achieving 80% re- vegetation shall be re- seeded and mulched.
7.0 HDD "Frac -out" Cleanup Contingency Plan
This Horizontal Directional Drilling (HDD) Fluid Release Contingency Plan is a supplement to the SPCC
Plan and provides specific preventative and mitigative measures to be use by PNG and its contractors
during HDD activities. HDD operations pose a potential risk to wetlands and waterbodies through a
release of drilling fluids. This may occur when the drilling fluid is released through fractured bedrock
and sands. Drilling fluids typically consist of a mixture of bentonite, water, and soil cuttings. This
mixture is not hazardous or toxic.
A release can occur at any place along any point of an HDD installation, although releases are more likely
to be observed at the entry and exit points. If a release occurs and no control measures are in place, the

drilling fluid could potentially reach the surface of water or wetland that is above the HDD installation.
The contingency plan discussed below outlines the measures to minimize the potential for a release.
This plan also addresses the methodology that will be used in order to detect a release, as well as
countermeasures to be taken if a release should occur.
7.1 Planning and Prevention
HDD crossings will be conducted only during recommended construction timeframes to minimize the
impacts from potential releases. PNG and its contractors will use nontoxic bentonite -clay mixtures of
drilling mud to ensure that, if a release occurred, it would not result in toxicity to an aquatic habitat.
The contractor performing the HDD must have personnel onsite who are familiar and experienced with
the procedures of this type of installation. Before drilling activities begin, the contractor must submit
any certifications and documentation of at least 2 years of experience for all personnel who will be
performing drilling work. The Environmental Inspector (EI) must be present for all HDD activities.
Before any HDD occurs, the release contingency plan will be discussed, and any questions will be
answered.
Prior to drilling, the work area(s) will be flagged and the limits defined. Erosion and sedimentation
controls such as silt fence, stake hay bales, etc., shall be installed at the entrance and exit pits and
properly maintained before, during and after drilling activities. Additionally materials will be kept onsite
at a designated location, and the presence of these materials will be verified prior to any drilling
activities. These materials will be placed in a designated area and denoted as the "drilling mud
containment response kit." The kit will include the following:
• Silt Fence
• Straw bales
• Silt curtain
• Compost filter sock
• Submersible pumps
• Specialized filters
• Generator
• Appropriate hand tools
• Vacuum truck (available on -call)
• Light towers for night work
• Heavy equipment, such as backhoe or dozer, for containment and cleanup of drilling mud
• Boat for major waterbody crossings to allow for monitoring of releases to water
7.2 Release Monitoring

Once HDD begins, specific monitoring will be required to determine whether a release occurs. The
bentonite mixture will be adjusted to match the conditions of the subsurface. The pressure levels will
be set as low as possible, and they will be closely monitored to ensure that the pressure on the drilling
fluid is set to match the formation. The pressure should not exceed what is needed to penetrate the
formation.
During drilling, the pressure will be closely watched and randomly checked by the environmental
inpsector. As the boring progresses, the pressures will be inspected and documented. Any drop in the
pressure could indicate a potential release, at which point all drilling activities shall be discontinued
immediately.
The drill mud will also be monitored, inspected, and documented. If there is a noticeable drop in the
return of the drill mud, all drilling activities shall be discontinued immediately.
7.3 Release Response
Should the results of the monitoring indicate that a release has occurred, the drilling is to be stopped
immediately, and the following procedures will be implemented:
• Slowly pull the stem back to relieve pressure on the potential fluid release location.
• Wait for the drill mud to settle.
• Assess the situation to determine whether the fluid has reached the surface.
— If the release has reached the surface, immediately implement containment and
notifications, as described below.
— If the release has NOT reached the surface and it is NOT threatening a sensitive area,
use a leak- stopping compound to correct the release.
• If the leak- stopping compound has been successful, continue with drilling.
• If the leak- stopping compound has NOT been successful, redirect the boring to an area where a
release has not occurred.
• If the release cannot be contained, abandon the borehole, as discussed below.
7.4 Surface Release Containment and Response
Should a release occur and result in a release to the surface, drilling will be discontinued immediately
and the severity of the release will be determined. If the release to the surface is minor, the following
procedures will be implemented:
• Identify the extent of the release.
• Create a containment area with the use of a silt curtain, compost filter sock, fiber roll, and /or
constructed earthen berm /dike.
— If the release is to the surface is in an upland or riparian area, allow the material to dry
prior to excavation.

— If the release is to an area that is in a waterbody or wetland, immediately remove the
material.
• For minor releases that are not widespread, remove bentonite- contaminated material using
hand tools to a depth of 2 feet.
• For larger releases that are, or have the potential to be, widespread, mobilize the vacuum truck
to remove the material. Place the submersible pumps within the release area to capture
material until the vacuum truck arrives.
• Place excavated material in an appropriate container.
• Backfill with clean sand.
• Dispose of material at an approved facility and as required by regulations.
After successful containment and removal of the released material, operations will be able to continue
(subject to the appropriate agencies' approval). All the activities associated with the release response
will be documented, and measures to prevent another release will be discussed. Before resuming
drilling operations, the boring will be redirected to an area that has not had a release, or the borehole
will be abandoned.
7.S Release Notifications
In the event of an HDD drilling fluid release to a waterbody, sensitive areas, or riparian areas, it is the
responsibility of the contractor to report the release to the NCDENR Department of Water Quality
Washington Regional Office at 252 - 946 -6481 and the USACE Washington Regulatory Field Office at
910 -251 -4567.
7.6 Borehole Abandonment
A borehole will need to be abandoned if a drilling fluid release cannot be avoided, or if a release has
occurred that cannot be controlled. The borehole will be completely abandoned and new location
determined. Any borehole abandonment locations will be documented and shown on any as -built
documents. The following steps will be implemented during abandonment of the borehole:
• Determine the new location for the HDD crossing.
• Insert casing, as necessary to remove the pilot string.
• Pump a thick grout plug into the borehole to securely seal the abandoned borehole.

o
EROSION CONTROL MAMTENANCE PLAN
I. ILL SETWENT AND EROSION CONTROL WVICES SHALL BE Nsr4CTFD EVERY SEVEN (7) DAYS OR AFTER
EACH RAINFALL OC WDa THAT EXCEEDS ONE -HALF (05) INCH.
2. ALL ERMCM CONTROL OWES SNMLL BE PROPERLY NANTALNED TARING MR
ALL PHASES OF CMXTION
WE THE COMPLETION OF ILL COFSNICDON ACTIVITIES AND ALL OSTRUIM AREAS PAVE BEEN
STABILIZED. ADWIOWL CCAIRROL DEVICES M UR
Y BE REQED DURING CONSTRUCTION N ORDER TO
CONTROL EROSION 40101 OFFSRE SEUBACIO UION, ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED
ONCE CONSTRUCTION 6 COMPLETE AND THE SITE 6 STABUZED.
154DMENT WD` BE REMOVED FROM BEHIND THE SET FENCE WHEN F BECOMES ABOUT 0.5 FEET DEEP AT
THE FENCE. THE SEDIMENT FENCE WILL WE PREPARED OR REPLACED AS NECESSARY TO MAINTAIN A
DINNER.
C ALL AREAS WILL BE FEMU2EA RESEEDED AS NECESSARY AM MULCHED ACCORDING TOSPECdMATNN S N
THE VEXTATNE PLAN TO ABANDON A VIGOROUS. DENSE VEOCTATM: COVER.
5. STONE CONSTRUCTION ENTRANCE TO BE CLEANED WHEN gCDENF ACUYUATIOS ARE VISIBLE ON
SEDIMENT 6 TRACKED ON TO THE MOMENT. STONE ALL SE PERIODICALLY TOP DRESSED WITH 2 LACES
OF 14 STONE To MMNTMI 1 NOI DEOTK. TIE CONTRACTOR SHALL DAILY REMOVE MRD /SOL FROM
PAMEENI. AS MAY E SOURED.
6, CONTRACTOR WALL TAKE ADDITIONAL STEP AS NEEDED ED ENSURE REFSLABLOWNT OF VEGETATION 6
ACNEVED N WETLAND AREAS ON A CASE BY CASE BILi
CONSTRUC71I011 SEQUENCE
1. OBTAIN GRAORNO/IIIOLON CONTROL PLAN APPR(NL FROM NCDENR.
2. SCIEXILE MANDATORY PRE - CONSTRUCTION MEETING MTN LAND CHARY (PHONE / 252- 949 -14313 48
HODS PRIOR TO CONSTRUCTION TO DISCUSS DID" CONTROL MEASURES,
3. INSTALL TEMPORARY SILT PENDING ON DOWNHILL SIDE OF D,SDENT.
4. NSV1L 7DPORMY DIVERSION DITCHES AND WATTLES ON THE DOWNHILL SIDE OF EASEIEM. INSTALL BERM
ON UPHILL SINE OF EASE] ENT. OMNI ALL OTTER LCk'R TEES AS SHOWN! ON THE APPROVED PLANS.
5. INSTALL TEMPORARY ORMAL CONSIRUCTION ENTRANCES PER NCDOT ORAEWAT PERMITS. INSTAL INET
PROTECTION FOR STORM DRAIN IN ET LOCATED N FIELD, .
L CALL FOR ONSIIE INSPECTION IN NCOENR INSPECTOR AND OBTAIN CERTIFICATION OF N1f1EflO1, PRIOR
TO CONSTRUCTION IN EACH AEA
7. MOA TAN 50 FOOT (BUFFER AROUND AL WETLANDS AND STREAMS. NO CUAIRN0 DR Dow WILL E
PERFORMED IN THE 50 FOOT N1FFFER UNTIL TIE FRIES OUTLINED BELOW ARE MET. RAREST ACCESS
ACROSS THE WETLAND 6 NEEDED. F ACCESS 6 NEEDED. AN ACCESS PATH FOR EQAPMENT ONLY WILL
BE CLEARED. SET FENCE MY BE PLACED N 50 FOOT BUYER AROUND STREW AN
S D WETIANDT BUT
TEIPORW DIVERSION NTCKS ALL NOT E NSTALED IN THE BUFFER LN7l THE THE FRAMES MUVED
BELOW.
6, NO CLEARING OF TREES N THE WEI LA D BUFFER OR SMLL WETIA D AREAS (LESS THAN ADO IN LENGTH)
UNTIL THREE TO FARE DANE BEFORE START OF CONSTRUCTION. NO ClE//I1G OF TREES N THE WERAWO
REFER OR URGE WETLAND AREAS (06" 400 N LENGTH) UNTIL SEVEN TO FOURTEEN DANE BEFORE THE
START OF COSSTRUCTOL LREFSS ACCESS 6 NEEDED ACROSS THE WETLAND. F ACCESS 6 NEEDED, AN
ACCESS PATH FOR 2DUPADO DAILY WILL BE CLEARED,
9. WITHIN WETLAND IMPACT Aff.AS. REMOVAL OF STUDS 6 ALLOWED TO THAT AEA DIRECTLY OVER THE
TRENCH LINE REMOVAL OF STUMPS 6 NOT ALLOWED N TEMPORARY IMPACT AREAS.
1D.NTIATE CIFARING AND ORNBNG WITHIN DENUDED LIMITS, INSTALL TEMPORARY EROSION CONTROL
MEASURES NEAR STREAM AND WEILA D CROSSINGS, TEMPORARY SEEDING L141 BE PERFORMED WITHN
THEE TO FIVE DANE AFTER GRLSOM
11.1"" THE AREA OF CTNA NTcNAL PrEL E CONSTRUCTION TO NO MORE THN 10 LINEAR ARLES IN
FRONT OF THIS 10 10.E SECTION ALL OSTRUND EARTH WILL NAME (ROAD COVERT AS DAMNED ABOVE
RPE MY BE MOVED TO THE RIGHT OF THE ROIT -OF -WAY AND LAO OUT TO EXPEDITE THE OPEN INNER
TIME TRUE FOR COMSTRUCT10M. INSTRIED AREAS EHNO THE AO MILE SECTION WILL RECENT
PERMANENT (ADUCT PIER WITHIN THREE TO FINE CALENDAR DAYS AVER THE PIPELINE TRENCH 6 FILLED.
12.FOLOWING PREPARATION OF THE ROW AND INSTALLATION OF THE NECESSARY SEDIMENT AND EROSION
CONTROL MELSURM THE TENCH WILL E EXCAVATED AND SPOS WILL E ARID OA THE NON- WOVIOW
SIDE OF THE ROW. F NECESSARY. TRENCH 3REAERS WTLL E INSTALLED WITHIN THE TRENCH TO SLOW
THE FLOW OF THE SUSLFPICE WATER. WHEN WATER 6 PUMPED OUT OF THE TRENCH FOLLOWING A
RALNFALL EVEN, OSCVACE MIA E PUMPED THROUGH AT SAW PRIM TO LEAVING SITE
119RSUR1'ACE DSTNSWX OR STIMP REMOVAL WILL ONLY E CONDUCM WITHIN THE TENCiXNE
WITHIN WETLANDS. STUD ROAWL 01 LIGHT GRADING MY OCCUR ON DE WORKIG SIDE OF THE ROW
ONLY F REQUIRED FOR SAFETY REASONS WITHIN WERµpS.THE WON RILL E PERFORMED FROM THE
OWNER MIS LACED AUM THE WMNG SEE OF THE ROW. IN CERTAIN AREAS, SUCH AS WETLANDS AND
FLLDS SUPPORTING CROPS. EFFORTS WILL E ME TO SEGREGATE TOPSOIL FROM THE $URS01.
14.111 ,AREAS WHERE SEGREGATION OF THE SURSOL AND TOPSOIL 6 NECESSARY, THE TOPSOIL WLL E
REPLACED LAST. AFFECTED AREAS WILL TWIN E 'CLEANED UP' IN ROUR1 -OGONO AND TEMPORARY
5E7DMG IF NECESSAK FOLLOWED BY FINAL CRDNG. PERMANENT SEEDING AND MULTCHNNG TO RESTORE
THE R.O.W. AS CLOSELY AS POSSIBLE TO PE- DISTRAMMl CONTOURS AND CONDITIONS.
MANY CONSTRUCDW ACTMIIES REOA" N ROD OR JACK AND BORE WILL E PERFORMED N ADDITION
TO THE 10 MILE SECTION DESCRIBED ARM.
IESTABUZED SITE AS TENCH S RESTORED TO ORCINAL GRADE MTN VEGETATIC L PAYING, DITCH LMN'
ETC.
17ARfAS DEMOTED AS'CUL7NATED LAND* AS HATCHED ON THE PLANS DO NOT REWIRE PERIA ENT
GROJND COVERTO E ESTASUSED AT THE END OF CONSTRUCTION.
IE.WIEN VEGETATION HAS BECOME ESTABLISHED. CALL FOR FINAL SfTENSPECRON BY ROOM INSPECTOR.
ISEMD,E SLT FENCING, OKRSDN OUCHES, WRAP. AND OTHER EROSION CONTROL MEASURES AVER
ANAL APPROVAL. FROM ANON INSPECTORARFAS OSWUB6 DURING THIS PROCESS SHALL E RESEEDED
WH PERMANENT SOD.
20AL EROSIONS CONTROL MEASURES LNL E CONSTRUCTED N ACCORDANCE NTH THE NCCENR
REGULATORS AD /OR WOOT SECONDARY ROADS METNOD4
21.THE CONTRACTOR SHALL 110ENTLY AND CONTINUOUSLY "MN 919DSON CONTROL DEVICES AND
STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WTH THE NCENR
INSPECTOR SO THAT PERCAN ODIC INSPECTIONS C E PERFORMED AT APPROPRAIE STAGES OF
CONSTRUCTION.
22ACRML RCTR -DF -WAY MVNTINARM PIPELINE HYDROTESTNG AND PIPELINE REPAIRS WILL TAKE PACE
N THE 'WEEKS AND MONTHS AFTER THE OSTRUBED ROE -OF -WAY HAS BEEN PERMANENTLY SEEDED.
EROSION CONTROL NOTES
I. ANY OWING BEYOND THE DENUDED LAMBS SHOWN ON TIE PUN S A VIOLATION OF THE MODENA PERMIT
AND MY BE SUBJECT TO A FINE UNITS OF LONSMUCTODOE .1533 mt THIS INCLUDES 6, FAQ /S\
THAT ARE SET ASIDE FOR OFTSDE UYDOWN AREAS FOR CONSTRUCTION MATFAVlS. THESE LAYWA MFRS
ELL BE DETERMINED DURING THE CONSTRUCTION PROCESS AND WILL BE COORDINATED WITH THE NCDENR
EROSION CONTRA INSPECTOR.
2. GRIONG MARE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN 6 A VIOLATION Of THE
WINDOW REGULATIONS.
3. A GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES WOkN 21 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING. AND, A PERMANENT GROIN COVER FOR ALL DSTRUND AREAS
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER 6 SNORTER) FOLLOXNG COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
t. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED Or A REPRESENTATIVE OF
5. SLOPES SPA LL E GRADED NO STEEPER THAN 3:1.
S. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON MTN FIELD INSPECTOR, ENGINEER AND OWNER.
7. F ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15 WORKING DAYS OR D CNFtOMt DAYS
(WNICHEYER 6 SHOWVR), ALL 06TRUBED AIDS MIST RE SEEDED, MLLCNED AND TACKED UNLESS
WRITTEN APPROAA 6 GRANTED BY THE MEDIA NSPECTOR
B. FOLLOWIG EVERY RAINFALL EVENT GREATER THAN 0.5 INCHES, CONTRACTOR SHALL INSPECT AND REPAIR, AS
NECESSARY, ALL DAMAGED EROSION CONTROAIEASOES. THIS INCLUDES BUT 6 NOT LIMITED TO SILT
FENCE, DECK DAMS. CONSTRUCTION ENTRANCES, WETLWD CROSSINGS AND STREAM CROSSINGS. TYPICAL
MNTDA M INCLUDES "GOING FOR STRUCTURAL DEIODNCES SUCH AS UNECON OMIC AND DEERS
BUILDUP AROUND SILT FENCE CNECKl1WSSTRW AND WETLAND CROSSINGS SMALL E CHECKED FOR
SRRUCTURIL DFRCOICES SUCH AS EXCESSIVE RLMNG WASHOUTS AND SEDIMENT DISCHARGE.
9. CONTRACTOR SHALL TAKE ALL PRACTICAL MEASURES TO MINIMIZE THE LINEN FOOTAGE OF DISTURBED AREA
AND TO ENSURE THAT THE OSTIADED ARMS ARE STABILIZED WITH VEGETATION AS SOON AS POSSIBLE.
tO.CONTRACTOR LIMO TAKE ALL PRACTICAL MEASURES POSSIBLE TO LMT THE AMOUNT OF STREW AND
WEILAND DISTURBANCE AND TO REDUCE THE AMOUNT OF SILT DUE16NG THE ADJACENT WATER BOOKS
ILALL DUSTING AND PROPOSED DITCHES SHALL BE STABILIZED USED STRAW WITH NET OR ANOTHER FORM
OF SLOP STABILIZATION MPROED BY THE ENGINEER IMMEDIATELY FCLOWRW SEEDED) PREPARADDIN AND
SEEDING. SLOPE STABUZATRN SHOULD BE INSTALLED PER THE MANUFACTURER'S IECOYMENOITIdt
12ACRAL LOCATIONS OF SILT FENCE OUTLET DEVICES SHOIAD E FIELD ADASIED TO ALLOW DEVICE TO BE
LOCATED AT LOW POINTS.
13SNLT FENCE SHOWN ACROSS PROPOSED GASLWE WILL BE INSTALLED IMMEDIATELY AFTER THE CLEARING
PHASE AND THEN TEMPORARILY REMOVED DIEING PPEUNE INSTALLATION FOR EACH INDIVIDUAL AREA
SEEDED PREPARATION
I. CHISEL COMPACTED AREAS AND SPREAD TOPAM 1 ACHES DEEP OVER ADVERSE SOL CONDITIONS, F
AVAILABLE.
2. RP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. APPLY AGRICULTURAL LIME. FERTILIZER. AND SUPER PHOSPHATE LINFORMLY AND MIX WITH SOX (SEE SEED
SCIEDLXQ. DO NOT USE LOWE OR FERTNIZER NL STREW BAH KS OR N IMEMAND AREAS MATCH DOB
NOT NEED TO USED IN WER AND AREAS,
4. SEED ON A INSHLY PREPARED SEEDED AND COVER SEED LIGHTLY WITH SEEDING EQAPUM OR
CLLTPACK AFTER SEEDING.
S M LTCH IMMEDIATELY AFTER SEEDING AND ANCHOR AILTCH.
L INSPECT ALL SEEDED AREAS AND MINE NECSSNFY REPAIRS OR RSEIDNG WITHIN THE PLANTING SEASON,
F POSSIBLE. F STAND "" BE OVER 60% OMMAGID. ]REESTABLISHMENT FOLLOMNG ORIGINAL U.E.
FERTILIZER AND SEEDING RATES
7. CONSULT CONSERVATION INSPECTOR ON MMNIENNCE TREATMENT AND FERTIUZATON AFTER PERMANENT
COVER 6 ESTABLISHED.
STREAM AND WETLAND PERMANENT SEEDiNQ SCMEDUIE
I TART P i' Wit AND tttD M O
SPECIES
COMMON NAME
pERCENTACE OF MIX
i1YmYW! 'FtNAS
0.WerbmTk sAIO ryq
2O
AVWIASTvbWera
Crmirgbemgras$
15
CaPC wufpNTOldca
fo,,wdge
12
'. INV* nYM aux.
SYMl4 au
1s
Pay pattmos
FoW4 blue ass
is
DRhanthditAm dNldestfom
Oely eu•.&
_ _
'. Bidem WEStOTia R
�.._._.__...,
I Mem
. _._. �iD4
i trmcAUetfusns, NCecatyPE
__,_
SDR tusk
__
Aster latenNOeas
__
Ca)ka aster
03
5ortria IytAtoFia
Duchy ata
02
e SauruFUE CemNSl
•VSYFTI ANVCf SFFfT MFY TGS FA�AF+i'Sr
LNards t.A
5:91 ArNll
41 -it4 Are " --
02
AEik EY'cl.MJMr;-
FIVE FEET LANDWARD FCL.LOW IAX'i CGM:STR UCTHDII4
" RECO12MENVEQ AMLICATtON RATE '10-25 LEIS PER ACRE_
TABLE 2: RIPARIAN SEED MIX
PAnk-
RMdbetkQ NOT,), NC ecolype , WiKk -eyed SASan ( IQ
Careopsl$IynXHwWta LDI+Xe kNtNkseed 10
SPPghyMtum [NKAr1A "AAn glass
EXT F.NOITA, FIVE FEFT LAkOWARO AND WITHIN H IGH GRCXN1D PERT IONS OF
THEZCINE T SLFFER, FOLLLOWING CONSTTRIJ T_ (ON
"RE'GGMAI @ypEO APPC,ICJATfCON RATE 202SLDS PERACRE
PERMANENT SECOM SPEGIQNSATIOFS
31 MOPES OR RATTER
TYPE.
I APPLY AORICULTTIRAL LIME AT THE RATE OF °15:DSF'OW SF
2 APPLY COA&MCRCGL FERTUZLTR AT THE ROTC CF A8161SVt007
GF. "OR $.10.10 rCRr)tGZ[R
240", OWSF FCx1N tfN2030 FER71L2ER, OR :KYE$5/4600 Bf_ FOR 11L,A.8 FERTILIZER
3 SEED IN ACCORGMNC-E WITH THE Pa_LOVVFNEG SCHNECUk E AND APPLFCATGON RATES
DATE'. TYPE:
PUUNTR%G RATE:
AUG IS, NOV E TALE FOOD
3001BS /AC OR 7IOSAOCO SF.
ONE GRAIN
120IBS/AC OR 3 ULVDADO S I
INOV 1 -MAR 1• TALL FESCUE AND
30C LSS /ACOK 2 E1114W10DO S.F.
A6RU221 RYE
ZS LWAC Oft IJ2 CSy1CD011'.
MAR 1 - APR 15 TALL FESCUE
30C LOSVAC OF 7 UPS/SCCOS F_
APR 15 AE 30 HERLEO COMMON
- /20 LOS/AC OR 21/2 LIAOM
ERMUCAGRASS
2S LBS/AC OR L'2 1,01511OW S.F.
HR 1- AUG 15 TALL FESCUE AM
30D "WAC OR )/2 LB/204D S1
BROW'NTOPMRLET
34 ES$ /AC OR V. isllow S. F.
OR SORGHUM
HYBRIDS
SIRAAN HYBRIDS
3C IRS/AC OR VA I K/10OG SF.
4 MULCH V217 H STRAW APPLIEC AT THE RATE Ci 95 LSSA' OCC S €
'4£AV,LY MULCHED C,AfNG _&WARY -MARCH PE4i0D
"C•ONTRACTOR MAY GRTArN SOH. TEST TO TIFTFR IINF WOLI NT OF tIMF RFOORFa TO
OBTAIN A PH �ugW 0 6 5 8 10
"• SEED TYPE, RATES ANDOR SOIL AMIENJMENTS SPECIFIED ABOVE MAY BE MODIFIED
ANDJOR EL,M. NAT ED ,F FLUOUIRED BY OF HER LOCAL, W ATE OR FEDERAL AGENCIES MG.
rl rCS, NC COOPERATIVE EXTENSION OFF:CE, ETC L PRIOR TO MODIFICATIONS OR
CLINIVIATIOtNS COHTRAC70R Si ALL SUBMIT WRFTTEN DK C; IAErITATION SUPPORTING THE
REQUEST FOR APPROVAL PRIOR TO MAKING MONPCATIOY
1. APPLY AGR:CLATU RAL UME AT RA-E OF "BO LEI&I000 S
2 APPLY COMMERC(AL FERTILA2ERAT TNERATE0F48L85M000SF FOR 5.10.10FER71tZER,
24 L8SH000 3 F F(1R ty2D -XI FERTILIZER. CALF c" Yl LBSriD00 S F. FCR T3.2A -L FERT412ER.
3. -SEED IN ACCOROANLE W11H THE FOLLCAATNG SCHEGJLE AND APPLICADON RATES:
DATE'
TYPE.
PLANTRPGRAlE'
MAR.RUNS
HFCIALESPEDEZA
SO U(JAC lMS2/2 tMS,A1002
u MIA 1 EN LAKES. S'Ah4ES..
FXTCAES AND SLOPES
RYE GRAS/
S.f
CSCARIFFD)AM
75 L SVAC OR 314 ILS,V-if= Sf,
MAR APSI
ADD TALL FESCUE
ISO L6S/AC OR 31/2 LSS/iew
za.'IES
%1,
AfN -SEPT I "•
TALE FESCUE AND
- /20 LOS/AC OR 21/2 LIAOM
SROWRTOPMELET
5,F1
w+a4CN+Pr
OR SORGHt"'I SUDAN
35 IBS/AC OR 3/4 t! /10M SF.
SLOPES 8:1 OR FLATTER
HYBRIDS
LENGTH AND ARE NOT
STEEPER
MNHIRLID - UNSCARWWDI
TALL FESCUE 120 VIVAC OR 2 0 LVIDDO
ELARLET OR SUDAN SF,
Tn AAee:.r nc t n o11mn e e
A, MULCH APPLIED AT THE RATE Of 95 IDS/2000 $,r, AND AEKHOR Will, ASPRNMS (MANSION TACK
CCAT APPLIED AT THE RA'F OF 10 1S GM13COO S.F. OR ASO GAIJAC,
' TEMPORARY RESEED SEPT. 1 AT RECOMMENDED RATES.
" CONTRAC -CAA MAY CBTAHN SOIL TEST TO OfTEAMONE AMCUN' OF LIME NOUNUD, TO ORTAIPA A ph
RANGE CUTE 5'.T 0
•" SEED TYPE, RATES AHDI+RR SOW AMENDMENT. S SPECIFIED ABOVE MAY E MODIFIED ANDVOR
EAAAAB EO IF INOUIED SY OTHER LCAL STATE (M FEDERAL AGENCIES (EG. MRCS, NO
COOFERA'AE EXTENMON OFFK:E, FTC.N PRIM TO MODIFICAMNS OR Ft WNATIONS,
(CAWRAC'C RSHALL SUBMIT WIN TTEN DOCUMENTATION SUWCATM S IFIE REQUEST FOR
APPROVAL PNMOR TIC MANNA MODIFICATION.
TABLE f 1ft
TEMPORARY SEEOINO RECOMMENDATIONS PONE SUMMER -
5EEWFKiMIXTURE RATE ILB /AC)
GERMANMRLfT Y-O
AN THE PIEDMONT AND MOUNTAINS. A SMALL STEMAIFD SUOANGRASS MAV Of $UF$!fTU "E0 AT A
RATE Of W LBIACRIE
SEEONGDATES
MOU TANNS- MAY 1$ - AUG 1$
PIEDMONT- MAY 1- AUG 1S
COASTAL PLAIN - APR 15 - AUG +$
SOE AMENDMENTS
FOLOW RECOMMENDATIONS Of SOIL TESTS OR AMY LOW ED /ACRE GROUND AGRICEWTURAL
LIMESTONE AND 750 LWACRE 10.10-10 IBM M12ER-
NR LTCH
APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAVV OY TACKING WITH ASFNM', NtTTING, CR A MULCH
ANCHORING IDOL. A OISK WITH BLADES SET NEARLY $1 RAIGHT CAN Bt USED M A MULCH 44CHOPNG
TOOL
MAINTENANCE
NAHRTIIIZE F GROWIHH ISNOT FULLY ANOUATE. RESEED. REFERTIZE AND MULCH IMMEDIATELY
fOLMA NG EROSION OR OTHER DAMAGE.
FAALES.105
TEMPORARY SEEDING RECO/®IWDELTIOM FOR SAABNOBBE.
SEEDNNGMIATURE RATEMWJAC)
"GOAN 120
SIEDNNGOA?fs
A701NITA06 -AUG 1S -DEC 15
COASTAL PLAIN AND FROMM -AUG 1S - DEC 3O
SCE AMENDMENTS
FDUOW RECOMMENDATIONS OF $01 TESTS OR AFFIT LOW ERIACRF GROUND AGRICLRTURAL
LMAESTCWE AND 750 U/ACRE LO- ;0.12FEATAULTA,
MULCH
APFEY 4,060 M ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASP VIAA • NFITIN i, OR A MIN CH
ANCHORING tOIX- A DESK MTN BLADES SFT NFARLY STRAIGHT CAN N 11540 AS A MULCH AWHOMG
TOOL
MANTENANCE
RLPAW AND RERRTILLTE DAMAGED AFEAS MMELNAT[LY, TCiDEESS WITH 50 LWACRE OF tETAIOGEN
IN MACH, N IT BE NECESSARY TO EX'ETD iEMPOPAmY COVER BEM'OND ARE 15, CRRSEfo WITH SO
LIVACE KOSf CREDW40W AND COASTAL FLA" OF KOREAN (MOUNTAINS) UsPEOEIA NF LATE
FEBRUARY OA EARLY MARDI.
c =fOGM1G
S'X81;PA7tdl'IMfFRAME5
_
SITE ARFA DESCRIPTION
STANI7ATION
TIMFFRAAIF
u MIA 1 EN LAKES. S'Ah4ES..
FXTCAES AND SLOPES
i DAYS
Weed -: drw ee weaA
�
tIME4 RAMS
HIC>H CxlAL.TY VJ4TER (HCWVj
7LAYS
(
za.'IES
Nars�
SLOPES STEEPEIR THAN 31
7 CNAYS
NONE
(
IF S -ODES ARE 1O OR LESS
w+a4CN+Pr
:N
SLOPES 8:1 OR FLATTER
14 DAYS
LENGTH AND ARE NOT
STEEPER
4:l INtAa»
r ww ,rWFuld Mar
THAN 2:1, 14 CAY$ ARE
i
t
ALtCY,YE1?
ALL OTC-ER AREAS 'NTH SLOPES
% DAYS FOR SLOPES
FLATTER THAN A.1
TO DAYS
GREATER
ettrnxiNd,wG�=a
W N dtir oA hr tAYd
T�A7:5a N LL UTH
iAS.ft sr>E?,ne A N�a wETtnno ww,ecl sw.olAny
i TVPE Gf IMPACT .�AMOUNTAPPFIOVED _�
a40A1Aa,wi LAND 2S 33 AC TEMPOR", IMPACT i
tp4(m vniLAlN 2) s2 AC EFMM�FNI IMPACT ,
�ACtMO' STREAM _.. ... i.1 ._.3.1
u IF TfMKMIARY biACT I
-ACC/ -STREAM _ ...._ -05 LFFIRMAFENT IMPACT e
TABLE 6,10.
TpVORARY BECOME) RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRNO
SeECANO MWATURE RATE LLILAC)
NYE LGALMN U 120
ANNUAL LESPEDEZA (KOBE IN PIEDMONT AND
COASTAL PLAIN, KOREAN IN MOUNTAIN,) so
OMIT ANNUAL LESPEC EZA WHEN DURATION Of TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUTE.
SEEDING DATES
MOUNTAINS- ABOVE'SOO PEST, FEB 15 - MAY 1S
BELOW 2500 FEET, FES I - MAY T
P190MONT -JAN 1 -APR 1S
COASTAL PLAIN -DEC I -APRS 15
SOAMAENOMENTS
FOLLOW RlCOMAEIODATIONS CAR SOIL TESTS OR APPLY 2000 LWACRE GROUND
AGRICULTURAL LIMSTONE AND 750 LIVACRE 10.10.10 FERTILIZER,
MULCH
APPLY 4.000 L&ACRE STRAW, ANCHOR STRAW BY TACKOG WITH ASPHALT. NETYMNO, OR A
MULCH ANCHORING TOOL A DISK WFTH BLADES SET NEARLY S1RA10147 CAN Of USED AS A
MULCH ANCHORING TOOL,
MAINTENANCE
REfERTLIZE If GROWTH IS NOT FULLY ADEC LIATE. RESEED. REFERTiUZE AND MULCH
IMAEOIATELY FOLLOWING EROSION DR OTHER DAMAGE,
Cnw•..A 1 sxp!AURA V+rl. tlleA
., vuffiarFA +..c xeUkP
F.nkAtrhWe4AM.l -M ? tow.:uea `.
Nbn4A„s;•MR :CC ^crvTwaf�Exasd appy wsnr«vw�mm as
E i -1 FnH araWaAIAS.S h.cAd is ;k WA`.
(w HAW (
Fdw *m,vtuwr j
AhN trmM ImPL.M
ArpwAi. On m AeSAmW
': D.Y,Nev+Awaa,,x-
9F• allo- as
I I
1 -S CnT
1MnatNtlW:AwA w+aas
OacM<sa:. nalT WtACh4f1
wtyA auww.
Weed -: drw ee weaA
�
____-_ --- --
- lA. nhYAre.Keva
now-
Im
(
my Ea leaa ic:zk
Y•
(
RSA. Da ntt.irin ent
(
:Cry w- eaU+sr -
w+a4CN+Pr
5-F r,>„E
4:l INtAa»
r ww ,rWFuld Mar
i
t
M t a.w
6X1
A r arti. ­44",H •
.PDN f vkY NGKA,
15-
ettrnxiNd,wG�=a
W N dtir oA hr tAYd
i��
IM anT UU,Agn4tr 1
Cnw•..A 1 sxp!AURA V+rl. tlleA
., vuffiarFA +..c xeUkP
F.nkAtrhWe4AM.l -M ? tow.:uea `.
Nbn4A„s;•MR :CC ^crvTwaf�Exasd appy wsnr«vw�mm as
E i -1 FnH araWaAIAS.S h.cAd is ;k WA`.
(w HAW (
Fdw *m,vtuwr j
AhN trmM ImPL.M
ArpwAi. On m AeSAmW
----- - .- . � rpaellkaRRrvs I
PH+PACt 56 -
E m @lnw6', mvV try
I I
w:ta,gAv
tvq•,R
$ NOTES REFERENCE DRAWINGS MATERIAL SUMMARY REVISIONS
o DRAWING NO. TITLE NO. DESCRIPTION OTY (ACTUAL) NO. DATE BY DESCRIPTION � 0111 Piedmont
c A 11/23/13 BT ISSUE FOR APPROVAL URSCorp Or M- NOBI Car06MI Natural Gas
NOWT CWofrd License W C-2243
SB LOOP - WEST
SOIL EROSION
R
AK NORTH CAROLINA
DRAWN BY: CHECKED BY: APPROVED BY: SCALE:
DHW SR DC NAS.
DATE: DRAWING NO: SHEET 02 OF 52
JOB NO. 39971024 01 23 13 - 1

3
8
U
m�
O
3
8
cS
/ H
9
9
x
SHEET
DRAWING NO.
DESCRIPTION
ENRET
DRAWING NO.
DESCRIPTION
SHEET
DRAWING NO.
DESCRIPTION
SHEET
DRAWING NO.
DESCRIPTION
SHEET
DRAWING NO.
DESCRIPTION
1
5BLW- SEC -C-001
COVER
12
5BLW- SEC -E0007
STA 185+00- 192.OD
23
5BLW- SEC -EC -018
STA 461.00- 488.00
34
5BLW - SEC -EC-M
ACCESS ROAD -(M ;8)
45
58LW- SEC -DTL -002
DETALS
2
581W- SEC- GEN -DD1
GENERAL NOTES
13
5BLW- SEC -EC -008
ST&192.00- 21&.Op
24
5BLW- SEC -EC -019
STA 488.00. 510.00
35
SBLWSEC- EC-030
ACCESS ROAD - (AR #8)
46
5B1-W- SEC- DTL -D03
DETAILS
3
5BLW- SEC -4001
NDEX SHEET
14
5BLW- SEC -EC -009
STA219+00 -24&00
25
5BLW -SECEC -020
STA 51 D.00 536+00
36
5BLW - SEC -EC-031
ACCESS ROAD- (AR; 8)
47
58LW- SEGDTL -W4
DETALS
4
5BLW -SEC1-002
NDEX SHEET
15
5BLW.SEC£C -010
STA 246+00- 274+OD
26
58LW- SEC -EC -021
STA 536.00- 560.27
37
5BLW - SEC -EC-M
ACCESS ROAD - (AR ;9)
48
5BLW- SEC- DTL-OD5
DETALS
5
5BLW- SEC -4003
NDEXSHEET3
18
S8LW- SECEC-0II
STA 274+00- 30&00
27
58LW- SEC-EC-022
ACCESS ROAD - ARf 1, AR 12)
38
5BLW -SEC£C -033
ACCESSROAD -(AR 810)
49
5BLW- SEC -DTL -006
DETAILS
6
5BLW- SEC- EC -0D1
STA 0.00 -27.00
17
5BLW- SEC -EC -012
STA 300.00- 327 +00
28
58LW- SEC -EC -023
ACCESS ROAD - (AR ;3)
39
5BLW- SEC -EC-034
ACCESS ROAD - (AR ;ID)
50
5BLW - SEC -DTL -007
DETAILS
7
5BLW- SECEC-OD2
STA 27 +00 -54.00
18
5BLW- SEC -EC -013
STA 327.00 -%4.00
29
58LW- SEC -EC -024
ACCESS ROAD -(AR; 3, AR 84)
40
5BLW- SEC -EC-M
ACCESS ROAD -(ARM 11)
51
5BLW- SEC -OTL -008
DETAILS
8
5BLW- SEC -EC -003
STA 54.00.81.00
18
SBLW- SEC-EC -014
STA 351.00.38&00
30
5B -SEC-EC-025
ACCESS ROAD -(AR; 5. AR L6)
41
5BLW- SEC -EC-038
ACCESS ROAD (AR 011, AR 12)
52
5BLW- SEC- Ch4D.0D1
CONSTRUCTION AETHODS
9
58LWSECEC -OD4
8TA81.00-110.OD
20
58LW - SEC -EC -015
STA 380+00- 407 +00
31
5BLW- SEC -EC -026
ACCESS ROAD - (AR R7)
42
58LW- SEC£C-037
ACCESS ROAD - (AR 813)
10
5BLW- SEC -EC-005
STA 110 +00- 138+00
21
58LWSEC -EC -016
STA 407.00. 434.00
32
5BLW- SEC -EC -027
ACCESS ROAD - (AR ;BA)
43
5BLW - SEC -EC -W8
LAYDOWN YARD
11
5BLW- SEC -EC406
STA 138 +D0 - 165+00
22 1
5BLWSEC -EC -017 I
STA 434 +00- 461 +00
33
SBLW- SEC -EC-028
ACCESS ROAD - (AR ;8A)
W
5BLW- 6EC- DTL-001
DETAA -S
N
4
1" = 1,500'
0 0.125 025
Miles
0.5
'7Qr 1 JOHNSTON
COUNTY
EC -006
m EC.005 (BEGIN STA. 138 +00, 007
(BEGIN STA. 110 +00 END STA 165 +00) (BEG N ST
EC-001 EC -002 Ob 0 END STA. 138 +00) END STA A 92 S,00
° (BEGIN ST - - - - - -- .
END 2 0 +00, BEGIN STA. 27 +00, EC. G 8� }0 - +00)
STA. 27 +00 ( (B So 003 { P• p01 - - --
END STA. 54 +00) Fjy N 4-
ST �N
CL - -- -- - D STA. By +QO0Q l �Np
I I \
` t
O N Harper House Rd
vcc
0.
ti
W` VQ p
N "T C1•
ory �
A •
90 4w
WAYNE
COUNTY
Sre�e
ns 4111
Richard Smith Rd
NOTES LEGEND
PROPOSED CENTERLINE +-F- RAILROADS
- ACCESS ROADS --- -- ROADS
SHEETS ,LAKES
°- RIVERS COUNTY BOUNDARIES
FOR
REVISIONS
DESCRIPTION
REFERENCE DRAWINGS
DRAWING NO. TITLE
ti�URS CarpW mfha
North Carolina License; C -2243
AK
JOB NO. _ 39911024
0111 Piedmont
Natural Gas
58 LOOP - WEST
INDEX SHEET 1 OF 3
JOHNSTOH,NC
Y: CHECKED BY: I APPROVED BY: SC
TP SR DC
DRAWING NO:
01232013 SBLW -SEC-I -001 SHEET
1" -- 1,500'
OF
REV A
,�
JOHNSTON
GREENE
COUNTY.
COUNTY
WAYNE�-
Cj
COUNTY
LENOIR
COUNTY
KEY MAP
'7Qr 1 JOHNSTON
COUNTY
EC -006
m EC.005 (BEGIN STA. 138 +00, 007
(BEGIN STA. 110 +00 END STA 165 +00) (BEG N ST
EC-001 EC -002 Ob 0 END STA. 138 +00) END STA A 92 S,00
° (BEGIN ST - - - - - -- .
END 2 0 +00, BEGIN STA. 27 +00, EC. G 8� }0 - +00)
STA. 27 +00 ( (B So 003 { P• p01 - - --
END STA. 54 +00) Fjy N 4-
ST �N
CL - -- -- - D STA. By +QO0Q l �Np
I I \
` t
O N Harper House Rd
vcc
0.
ti
W` VQ p
N "T C1•
ory �
A •
90 4w
WAYNE
COUNTY
Sre�e
ns 4111
Richard Smith Rd
NOTES LEGEND
PROPOSED CENTERLINE +-F- RAILROADS
- ACCESS ROADS --- -- ROADS
SHEETS ,LAKES
°- RIVERS COUNTY BOUNDARIES
FOR
REVISIONS
DESCRIPTION
REFERENCE DRAWINGS
DRAWING NO. TITLE
ti�URS CarpW mfha
North Carolina License; C -2243
AK
JOB NO. _ 39911024
0111 Piedmont
Natural Gas
58 LOOP - WEST
INDEX SHEET 1 OF 3
JOHNSTOH,NC
Y: CHECKED BY: I APPROVED BY: SC
TP SR DC
DRAWING NO:
01232013 SBLW -SEC-I -001 SHEET
1" -- 1,500'
OF
REV A
,�

SHEET
DRAWING NO.
DESCRIPTION
SHEET
DRAWING NO.
DESCRIPTION
SHEET
DRAWING NO.
DESCRIPTION
SHEET
DRAWING NO.
DESCRIPTION
SHEET
DRAWING NO.
DESCRIPTION
1
SBLW- SEC -C-001
COVER
12
SBLW- SEC-EC-07
STA 165+00- 192.00
23
5BLW- SEC-EC -018
STA 461 +0- 488 +0
34
58LW- SEC -EC-M
ACCESS ROAD - (AR 08)
45
58LW- SEC- DTL-D02
DETALS
2
58LW SEC- GEN -DDi
GENERAL NOTES
13
SBLW- SEC -EC -008
STA 192 +00 -219.0
24
5BLWSEC -EC -019
STA 488.000- 510.00
35
5BLW- SEC -EC -030
ACCESS ROAD - (AR C8)
46
SBLW- SEC- DTL-003
DETALS
3
5BLW SEC-H)01
NDEX SHEET
14
58L -SEC-EC-009
STA219.00 -246.0
25
5BLW- SEC -EC -020
STA 510.0 -536.0
36
58LW- SEC -EC-031
ACCESS ROAD - (ARf 8)
47
5BLW- SEC - DTL -0D4
DETALS
4
5BLWSEC +02
NDEX SHEET
15
5BLW- SEC -EC -010
STA 246+0.274+0
26
5BLW- SEC -EC -021
STA 536.00- 560 +27
37
58LW- SEC -EC-M
ACCESS ROAD - (ARf 9)
48
SBLW- SEC -DTL -005
DETALS
5
58LW- SEC +03
NDEX SHEET 3
16
5BLW- SEC -EC -011
STA 274+0.3D0.0
27
5BLW- SEGEC -022
ACCESS ROAD - (AR f 1. AR f 2)
38
SBLW- SEC -EC-033
ACCESS ROAD - (AR N 10)
49
SBLW - SEC. DTL -06
DETALS
B
58LW SEC.M00I
STA 0+0 -27.0
17
5BLW- SEC -EC -012
STA 30.0 -327 +0
28
5BLW- SEC -EC -023
ACCESS ROAD - (AR 13)
39
58LW- SEC -EC434
ACCESS ROAD - (AR #10)
50
SBLW- SEC - DTL -007
DETALS
7
5BLWSEC -EC -002
STA 27.0.54 +0
16
581W- SEC-EC -013
STA 327 +0 -354+0
29
513LW- SEC -EC -024
ACCESS ROAD - (AR f3, AR f 4)
40
58LW- SEC -EC-M
ACCESS ROAD - (ARf 11)
51
SBLW -SEC -DTL -008
DETALS
8
SBLW - SEC -MOD3
STA 54 +00 -81 +0
19
5BLWSEC -EC -014
STA 35/+0D -38p+0
3D
SBLW- SEC -EC -025
ACCESS ROAD - (AR f5, ARf 6)
41
5BLW- SEC -EC-M
ACCESS ROAD - (ARf 11, ARf/2)
52
5BLW- SEC- CNU -01
CONSTRUCTIONMTHDDS
9
5BLWSEC -EC -004
STA 81.00- 110.0
20
5BLW- SEC -EC -015
STA 380.0.407 +0
31
5BLW- SEC- EC-026
ACCESS ROAD - (AR f 7)
42
58LW- SEC -EC-037
ACCESS ROAD - (AR M 13)
10
5BLWSEC -EC -05
STA 110.0 -135.0
21
5BLWSEC -EC -018
STA 407 +0- 434+00
32
58LW- SEC -EC-027
ACCESS ROAD - (AA f8A)
43
5BLW- SEC -EC -038
LAYDOWNYARD
11 I
58LW SEC- EC-006
STA138+00 -,65+0
22
5BLWSEC- EC-017
STA434 +0- 461 +0
33
58LW - SEC -EC-M
ACCESS ROAD - (AR I8A)
44
58LW- SEC- DTL-001 I
DETAILS
Al
-4
1" = 1,500'
0 0.125 0.25
Miles
0.5
'O�c�ea
`bJ4
er�d9e C1
Rd �
P,crardsc� bw
JOHNSTON 4 o
r
COUNTY w .
IeEGIEC -007 ba 9v (BEG NC.015 EC -01
E`4 AT � 920p�0, EC- '� ,O�Q� J� �' , G S AT 4078 00)0' (BEGIN STAA43
(BEG
END S7-A. 8 h x' ..11 Q _ - - - --
AND STq' ?T9±2o*+00 Oly � ryy� 9 T►�
i
EC -02
(AR #7)��
(BEG 0'9 �09 EC'�1246 +00, (ENS gT%
EC -012
(BEGIN STA. 300 +00,
END STA. 327 +00)
(BEGIN STA. 327 +00,
END STA. 354+00)
E s��4a +oo,
l END sTA. 3g0 +0001
WAYNE
COUNTY
•�iiiga a
0
Ferry Bridge Rd
NOTES LEGEND REVISIONS
NO. DATE DESCRIPTION
PROPOSED CENTERLINE �� RAILROADS A 01/23/13 ISSUED FOR APPROVAL
ACCESS ROADS --- --W- -- ROADS
SHEETS LAKES
---- RIVERS COUNTY BOUNDARIES
I
I
REFERENCE DRAWINGS
DRAWING NO. I TTLE
URS Corporati� olina
North Caroline Lkense f C -2243
AK
JOB NO. 39911024
tool
r6,11 Piedmont i
Natural Gas
SE LOOP - WEST
INDEX SHEET 2 OF 3
JOHNSTON, WAYNE, NC
CHECKED BY: APPROVED BY: SCALE:
SR DC 1'.1,500'
DRAWING NO: REV. A
58LW- SEC -I -002 SHEET QAOF,53
JOHNSTON
GREENE
COUNTY
... COUNTY
WAYNE
- -
/�
COUNTY
LENOIR
COUNTY
KEY MAP
'O�c�ea
`bJ4
er�d9e C1
Rd �
P,crardsc� bw
JOHNSTON 4 o
r
COUNTY w .
IeEGIEC -007 ba 9v (BEG NC.015 EC -01
E`4 AT � 920p�0, EC- '� ,O�Q� J� �' , G S AT 4078 00)0' (BEGIN STAA43
(BEG
END S7-A. 8 h x' ..11 Q _ - - - --
AND STq' ?T9±2o*+00 Oly � ryy� 9 T►�
i
EC -02
(AR #7)��
(BEG 0'9 �09 EC'�1246 +00, (ENS gT%
EC -012
(BEGIN STA. 300 +00,
END STA. 327 +00)
(BEGIN STA. 327 +00,
END STA. 354+00)
E s��4a +oo,
l END sTA. 3g0 +0001
WAYNE
COUNTY
•�iiiga a
0
Ferry Bridge Rd
NOTES LEGEND REVISIONS
NO. DATE DESCRIPTION
PROPOSED CENTERLINE �� RAILROADS A 01/23/13 ISSUED FOR APPROVAL
ACCESS ROADS --- --W- -- ROADS
SHEETS LAKES
---- RIVERS COUNTY BOUNDARIES
I
I
REFERENCE DRAWINGS
DRAWING NO. I TTLE
URS Corporati� olina
North Caroline Lkense f C -2243
AK
JOB NO. 39911024
tool
r6,11 Piedmont i
Natural Gas
SE LOOP - WEST
INDEX SHEET 2 OF 3
JOHNSTON, WAYNE, NC
CHECKED BY: APPROVED BY: SCALE:
SR DC 1'.1,500'
DRAWING NO: REV. A
58LW- SEC -I -002 SHEET QAOF,53

i
3
8
3
3
S
8
9
9
t
S�
i x
SHEET
DRAWING NO.
DESCRIPTION
SNORT
DRAWING NO.
DESCRI►TNIM
SHEET
DRAWING NO.
DESCRIPTION
SHOOT
DRAWING NO.
DESCRIPTION
SHEET
DRAWING NO.
DESCRIPTION
I
5BLW- SEC -C-001
COVER
12
SBLW,SEC- EC-007
STA 165 +00 - 192+00
23
58LW- SEC -EC -018
STA, 461.00- 488.00
34
SBLW- SEC -EC-M
ACCESS ROAD - (AR V8)
45
58LW- SEC- DTL-002
DETAILS
2
5BLW.SECGEN -OD1
GENERAL NOTES
13
58LW- SEC -EC -008
STA 192 +00 -219.00
24
58LW - SEC -EC -019
STA 488 +00. 510+00
35
SBLWSEC -EC -030
ACCESS ROM - OR 88)
46
5BLW- SEC - DTL -003
DETAILS
3
5BLW- SEC +001
INDEX SHEET
14
5BLW,SEC -EC -009
STA 219+00, 246+00
25
5BLW -SECEC -020
STA 510+00. 536.00
36
SBLW- SEC -ECo3i
ACCESS ROM - (AR 0B)
47
5BLW- SEC -DTL -004
DETAILS
4
58LW SEC -4002
INDEX SHEET
15
5BLW- SEC-EC -010
STA 246+00. 274+00
26
58LW- SEC -EC -021
STA 536 +00. 560 +27
37
5BLW- SEC -EC-=
ACCESS ROM- (AR V9)
46
5BLW- SEC - DTL -0D5
DETAILS
5
5BLW- SEC+003
INDEX SHEET
18
58LW - SEC -EC -011
STA 274.00- 300+00
27
5BLW- SEC -EC -022
ACCESS ROM- (AR t 1, AS 12)
38
5BLW- SEC -EC-033
ACCESS ROAD • (AR 010)
49
5BLW- SEC - DTL -D06
DETAILS
8
SBLW-SEC -EC -001
STA 0.00 -27+00
17
5BLW- SEC-EC -012
STA 300+00- 327 +00
28
5BLW- SEC -EC -023
ACCESS ROAD - (ARt3)
39
58LW- SEC -EC -034
ACCESS ROAD - (Mt 10)
50
58LW- SEC - DTL -007
DETAILS
7
5BLW- SEC -EC -002
STA 27.00 -54 +00
18
5BLW-SEC -EC -013
STA 327 +00 - 354+00
29
5BLWSEC -EC -024
ACCESS ROM - (AR V3. AR 14)
40
5BLW- SEC -ECAY
ACCESS ROM - (AR 0 11)
51
5BLW -SEC -DTL -006
DETAILS
8
58LW- SEC -EC -003
STA 54+00 -81 +00
19
581-W- SEC -EC -014
STA 354+-00- 380+00
30
5BLW- SEC -EC -025
ACCESS ROM - (AR t5, AR t6)
41
58LW- SEC -EC-OW
ACCESS ROM - (AR It 11, ARV 12)
52
5BLW- SEC -CAC -001
CONSTRUCTIONMETHODS
9
SBLW SEC- EC -OD4
STA 81.00- 110.00
20
58LW- SEC -EC -015
STA 380+00. 407 +OD
31
5BLW- SEC -EC -026
ACCESS ROM - (AR t7)
42
5BLW- SEC -EC-037
ACCESS ROM - (ARV 13)
10
581W SEC -EC -005 I
STA110+00- 136.00
21
5BLW- SEC -EC -018
STA 407+00- 434+00
32
5BLW - SEC -EC -027
ACCESS ROM - (AR SBA)
43
5BLW- SEC -EC -038
LAYDOWN YARD
1f
5BLW- SEC -EC-006
STA 138+00- I65+OD
22 1
5BLWSEC -EC -017
STA 434.00. 461 +00
33
5BLW- SEC -EC -028
ACCESS ROM - (AR 08A)
44
58LW- SEC- OTL-001 I
DETAILS
N
1" = 1,500'
0 0.125 0.25
Miles
0.5
l
JOHNSTON �'` GREENE
COUNTY ` COUNTY
�J
WAYNE
COUNTY
j LENOIR
COUNTY
KEY MAP
o
y �
v
U.
m Neuse Islands Ln
WN
EC-p19 EC-020
(BEGIN STA. 485 +00, END S q S 0 �'
E(',- pSi +00, END STA. 510 +001 EC -021
�� ) (BEGIN ST
BEGIN TA 488 +00) jJ ` A 536 +OQ
1Fw +00, END 1 _ END STq, g60 +27)
(eE -01 -- ._
G N S A S EC -016 (END TA• 461 +00) _ —
_��— END SM. 4 0��00, END I STA 434 00)
9AC-0
j —� (AR #1' — Old Smithfield Rd
ot
Sc'0 +001
EGN ST 80 00)
gTA• 3 �
END
6raswe / /9a
NOTES LEGEND REVISIONS REFERENCE DRAWINGS I
NO. DATE DESCRIPTION ENG. DRAWN CHK. DRAWING NO. TITLE r6111 Natural G a s P i ed m o n t
�� PROPOSED CENTERLINE 1-•!- RAILROADS A 01123113 ISSUED FOR APPROVAL TP SR UPS Corporafon - North Carolina
North Carolina License 9 C-2243
- ACCESS ROADS ROADS
_ -_
S 56 LOOP - WEST
HEETS LAKES
INDEX SHEET 3 OF 3
WAYNE,NC
-•—°- RIVERS COUNTY BOUNDARIES .r K
DRAWN BY: CHECKED BV: APPROVED BY: SCALE:
,.- TP SR DC 1'.1.500'
JOB NO. 39911024 DATE: DRAWING NO: REY A
0123/2013 _ - SBLW- SEC -I -003 SHEET Qj OFD

i` WETLAND DELINEATgM
{
'w 1111N1 EASE -1
OtgnMO OAS ME IM.1
PROPOSED OAS EASEMENT TM'°""'*«++s�..u.,«�: _Y'°"_ ___- -_ _ - -- L 1
__ _
._ __. __ ______. - u
_. _.___ _ ___._ __ _.__ _- __ _____- - T FENCE ITYP
_.__. _ - _
- - --
� -.. -.. _.— ..— •.: := °COREFO OUTLET UTLE -O - ___ _ -
l 1+W 2+00 5+00 6400 —GAS — G +00 — AS — G 9 +� 10+00 11+00 °t /9
0+00 GA9 — GC 4 — G�c — GAg —GAS — GpS 3 GAS GAS -µGAS —GAS — GpS . -..G — G — PS — G 8+00
AS —GAS — AS ._ G{Lq — uee 12+OSAS — GA Z 3+00 14+00 15+00 16
5 -- �, J GAS —GAS — GpS — GpS — GAS — GAS — G
THE PLUG TREN PLUG
— — _ `'CORE FILTER OUTLET - Q
— �. — — — — — !J + CORE FlLjEl1 OUTLET c
__ SOIL DELINEATgNIM.)+•• TMMAT ^_ �� —
_ TEMPORARY WORK SM (TYP.I _... d • —
PROPOSED GAS LINE (TYP.) I}
.. o N
r
} s'� axETO,ND oEUUEwn
e =
• e _
y1!j .•` t�` '+c...ro.:,u SILT FENCE (TYP.) VAANEA
C
SILT FENCE(M.) -
IM
CORE FILTER OUTLE O ARE F$W LE T
GORE FILTER OU_E_
�.�•�_ ..___ ..__.____ - _ - - -._ _.. —. —._ _.__ —__ ___._.._ .. _..____ .__._- _ __
c
0r00 11 +00 X12 +00 W 3 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 - 22 +00 23 +00 24 +00 25 +00 26 +00 27 W 28 +00 '29 +00
GAS — + — GAS — GAS•J — GAS — GAS — GAS — GAS — GAS — GAS<— GAS — GAS — GAS — GAS — GAS — GAS — GAS — GAS — GAS — GAS — GAS — GAS — GAS — GAS — GAS — Gp4 —GAS —GAS —GAS —GAS —GAS —GAS — CJ — GAS — GAS — GAS — GAS'- GAS
- T
RERCRPW
O
TRENCH PLUG '•,•' ' TRENCH PLUG txi 1.i
r F
F FL OUTLET 6x
ere CORE FILTER OUTLET CORE FILTER O UfLET
ANO Nit (i ii
t�'PF �•� -- 5� - - - --- - - - -- ------------ - - - - -- — — — — — — — — — — --- - - - - -- --
TIMBf.R 1MT '
ACCESSROADS, I I FOR OEIIIJE/' -T10N (TYFI �• T
ppp J � /V
4 0 60 120 Feet
NOTES
LEGEND�w—
REVISIONS
REFERENCE
DRAWINGS
Ulm
URS covo.non - North Carolina
North Carolirs License E C -2243
Piedmont
0111 Natural G a s
U,TEREAR N
Rr urae —SF~ PER saT vE -E
�aA}f PR �w solLncE
EasEO EASENE �T
O RDOEr,TRY,E.I., 11
i:- _ - - - --� w RR P, E O TRE„c P uG
C f R RLT
R N,r oRE PT FOR AcR AUo
® o RoRE
_.- _.._. - STI- COmC —A—) TeNPeR -7-GE
..,_.�w =rREAM ®N ucr�oN ENTRARCE
NO.
DATE
DESCRIPTION
ENG.
DRAWN
CNK.
DRAWING NO.
TITLE
1
012313
ISSUED FOR APPROVAL
NF
SR
- ., .. _.
58 LOOP -WEST
EROSION CONTROL PLAN
FROM STATION 0+00 TO STATION 27 +00
JOHNSTON, NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1 " =60'
JOB NO. 39911024
DATE:
01232013
DRAWING NO: REV 1
SBLW- SEC -EC -001 SHEET 6 OF 52
l

�e
`.i W LAND DEUNEATION
YI10S � qy
}gf
SILT PENCE (TYP) {
WATER ROS C NO
3
CORFPyx� R ) EXISTING GAS LINE (TYP.) xo EA SEME NT OIRE
f _
_ - - -.
-
TV _
GAS — _ 25+00 C _ _- PROPOSED GAi EASEMENT -" — - - _ -. - - ----------- - S 41 +00 42 G;S P 43
GAS GAS —,c p5 -_ 26+00 271E . I CORE PIL R ovrLEr _ - - ---- -- — -- - -- --- 39 +00 r 0 G p — p
GAS —
GAS _ Z 28+00 a ­ t - - - - -- 37 +� 38+00 GP5 ,_,,, p —GP5 ._._. p m � PS GP5 .�.
-- GAS --- GA5 — GAS -29+00 - ,
GAS —GAS GpS31+00 b 32+00 35+09 GP5 — P —GPS — P' A
0o P o
— -- — _ TREN nuD n;E S _ GA5 _ G g G S 33GPS GAS — p P GP`' — — — — _ — —
TREN PLUG i
CORE F= RTER =UTLET
CON. I g O E{
_• •— F - i_— _• -- -_ —_ �— -- ACCESS ROAD e1
SOL DELINEATION ITYPI� rna�yruT WET AN W]02 TM7Q NAT
9�L V Typ PF TEMPo_YiRIOGFIJ TEMIOMRY WORN SPACE )TYP.)
tt PROPOSED GAS LINE (TYP.)
Y � 4
N
m
QPR
- --
W_.
�._ .r_,.. -- -
— — � - - - -- ; � �� Goy
7+00 38+00 -- -- - - ---- _ _ _ -
- GPS —GS— - - -° - -__
Gp5 39 +00 — W 0
G 4 GP5 J G G +� GP5 +� 43 +00 44+00 -- - - - - - - -- - - - - - - +OQ GPS
GPy GPg a
—GP5 — P — GPS GPS — 45+00 GR34 GP8 G 47+00 48 +Op 49+00 52.00 -CEPS G
PS —GP5 — GPg
GP5 —GPS — — — p5 —GP5 —GP5 — GP5 — G Gp5 —5GOW0 51 +00 �- GP`s +
_ PS — GP5 — GP5 — 01-S o
— SOE DELINEATION (TYR.) 1
ACCESS ROAD
N
0 30 60 120
Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
1�
URSCorporation -North Carolina
Nor CMra License i C -2243
Piedmont
ON Natural G a s
c r ~� IAT' 'R
—iF —a a
- Rr urE _
PLKSILrFLN`E
OLTYK
- _ > :1
-SAS 9 E s IL Llr� .OH
w K_-E TRENOHPL G POT
"'ENT ENPOR,Pr _
WETLAND fA ORE F LTER L TLE n N NAT e E PST EoR SACK nHO eoRE
- Exin�NC CCHrcuR INUCRI r..PeR•m""'E
��.r SIREAN c un�oN ENrE E
®H
NO.
DATE
DESCRIPTION
ENO.
DRAWN
CHK,
DRAWING NO.
TITLE
1
01123/13
ISSUED FOR APPROVAL
NF
SR
AK
. . -,
56 LOOP - WEST
EROSION CONTROL PLAN
FROM STATION 27+00 TO STATION 54 +00
JOHNSTON NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY SCALE:
SR DC 1 "�60'
JOB NO. 39911024
DATE:
01232013
DRAWING NO: REv
SBLW- SEC -EC -002 SHEET 7 OF 52 i

INSET A
E%ISTINC Cea uxE lrn.1 ��, 61+01) 62 +00
7 +00 58480_ �� `\
EXISTING EASEMENT ! j 2403'0 0 +00 5 �
— �.
a•
_. -.
vPS
6040 GAS
PROPOSED GAS EASEMENT - -" 59+006P5 GPg
viC
woo GP`r \\ \GAS \Ge
67+00 GP`s PROPOSED GASLINERYRI
Woo Cpb
woo CVgq, GAS
- r 00 C+PS ° o CAPS \ \ \ CIA
Ae
� g GPy lG� � ..�.:, TEMPORARY WORN SPACE (TYP.) GAS v° \
52+00 GP W1 G
s0 51 +00 �GPS GP ° \ \ \ AV \ \\ \
AS \ \ /� �
Gp� E Y
•PS GPS
GAS GAS
GAS
\ \\ SEE INSETAI \\
\
NOTES
LEGEND
� ' H
' Q
REVISIONS
REFERENCE
DRAWINGS
uRS Corporation - NDM Carolina
North Carolina License P C -2243
0111 P i ed m o n t
Natural G a s
\J
w..- ,PATERPAa
RR. C RIAO
Rv uNE _ _ suPER sl�T FEncE
- -Des -s -STING sII�I �In ATI_N
PROPOSED EMEI IDDERTR+�E:ITPOINT
S EW ";N „oE O TRENC —SIG
- - - -- � FILTER OUTLET
.... wETLANO DIREF ERGO E
® TIMBER MAT BORE PT FIR 1ACK AnO BORE
NTOaR`MUORI
�.O. BT. r1CT111 ENT—CF
RM
NO
DATE
DESCRIPTION
ENp,
DRAWN
CNK.
DRAWING NO.
TITLE
1
01/23/13
ISSUED FOR APPROVAL
NF
SR
74+00
GAS ° n +oo
�_ _ _ _ _. _ _ _. 71M0 GAS 72a s ._. GAS -- 6AS --- GAS --- GJ1S -- GAS --- GAS _ GAS GAS ` 78+00
— _ — _ _ 2 — 6g+00�S — GAS L r:AS — GAS GAS — ` GJ13 — G43 — G43 —GAS
+� C:!! GAS GAS
_ _. _. _ _. _ .� r_ — -ro
— GAS —GAS 80+'00 C
­GAS — Gas 1� n
° GAS GAS —GAS GAS -- GA m .� .
—G 2
..— �. —
+
S
\O •�'W
p _ .� �.
!
\
\ N
\��
\ a
\
I
I
0 30 60 120
Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
uRS Corporation - NDM Carolina
North Carolina License P C -2243
0111 P i ed m o n t
Natural G a s
w..- ,PATERPAa
RR. C RIAO
Rv uNE _ _ suPER sl�T FEncE
- -Des -s -STING sII�I �In ATI_N
PROPOSED EMEI IDDERTR+�E:ITPOINT
S EW ";N „oE O TRENC —SIG
- - - -- � FILTER OUTLET
.... wETLANO DIREF ERGO E
® TIMBER MAT BORE PT FIR 1ACK AnO BORE
NTOaR`MUORI
�.O. BT. r1CT111 ENT—CF
RM
NO
DATE
DESCRIPTION
ENp,
DRAWN
CNK.
DRAWING NO.
TITLE
1
01/23/13
ISSUED FOR APPROVAL
NF
SR
K
... .. -.
58 LOOP -WEST
EROSION CONTROL PLAN
FROM STATION 54 +00 TO STATION 81+00
JOHNSTON, NC.
DRAWN BV: CHECKED BY: APPROVED BY: SCALE:
NF SR DC 1' = 60'
JOB NO. 39911024
DATE: DRAWING NO: REv
0123/2013 SBLW- 5EC -EC -003 SHEET 8 of s2

\
\ A Al
TEMPORARY
PROPOSED GAS EASEMENT
G \
EMT FOR JACK �\
A D FORE ITYPJ \
II ��
II
1
1
PROPOSED GAS LINE (TYP.)
/
O
TE�EFaR IMi CD
J neEyLX FLUa _O
-- 91+00 94+ -- „(
_ _ — oo
95+p0 to
90+00 91+00 92+00�� -- UQ5 ._.. — �J :._ 97+00 98+00
89+00 —����G- 3 C4Q9 _" - (2Qy --
�� � �•� �.� � vrti -�' TREr1GX RUV,•. L. ', .. 99+00 .
TEMPOMRYwORKSPACE(TYP.)
SOIL DELINEATION (TYP.)
O I
•�—y--$-1 I
�I�w SILT fgNOE (TYP.)
w
1
l pC
` / / SR
O+pp ~'
0 5 111 +00
�_ �• ,: S �bbf�bbe�bbe j4L
i ...
/•
+ +t
tom. -' •. '.. .' -'. .... , ,...., ... ....,..'..... ..•.,',• •_.`.. .. � -,"aa�"
k�44 :•a ... r , . , , « ... . , ... . WETLAND DELINEATION �,Ie11eRa !'
• .. - - ...... ; . ... .:.. - .. , , . - '. .? `. , IMn�ulwRl�raMUU'�O .
y, a
' 12Feet
NOTES
LEGEND
O
PROPOSED GAS LINE(TYP.)
O
'
l —
J 1810+ —• �..._ _ _
100 Cite op. OP G�
1 _
_ G 10 _
URS Corporation -North Caror�na
C
North Cemli- License ! C -2243
r.
—
.00
9 106+00
G ('Qc'
0-
J
3 93 +0o Qy
r GQy
ENO.
0107+ O
97 cqc*
�`G am•^ LAY"' O '^
DRAWING NO.
_bbt'bbt�'s�f bbf��bbt bbf•�bbf.�bbf - b9f— .44f��bbfi�bbf��4bf��
61,9108+00 _
.,, •..��. QJ
rr@ —t
-
rOi _y
+t_bbt-
I
—c
c:
«
✓ �#pQ -�„ l:r �( �' +,
W •
I,113rp��0
O —_ 44t_ bbt
C y+t
SUPER SLT
a.Q
PENCE . �.
•` `. ..• . ETLAND W2
_ - ► -.tyf __ �t _
i
�.
ME 4�
bbt��bb i
;P��.. .. -....
bbf�f
l pC
` / / SR
O+pp ~'
0 5 111 +00
�_ �• ,: S �bbf�bbe�bbe j4L
i ...
/•
+ +t
tom. -' •. '.. .' -'. .... , ,...., ... ....,..'..... ..•.,',• •_.`.. .. � -,"aa�"
k�44 :•a ... r , . , , « ... . , ... . WETLAND DELINEATION �,Ie11eRa !'
• .. - - ...... ; . ... .:.. - .. , , . - '. .? `. , IMn�ulwRl�raMUU'�O .
y, a
' 12Feet
NOTES
LEGEND
REVISIONS
t
REFERENCE
DRAWINGS
URS Corporation -North Caror�na
C
North Cemli- License ! C -2243
r6111 Piedmont
Natural G a s
�--Y�- —RSOR
- ERrr uRE —eP " s
Rv unE _ s�RER NIT r—E
RUeUL oq0
LISA ►N► c - 11TVRE
_M = r�CL 111L LINEI0"
O_ DoE "TRYE ITROIr,T
R� _ "� a
E NO S CORE FLTEROUTLET
t TKRD+NAT -RE R FOR1 *CAAUOaORE
- - - - -- onsrn+c wNTOOR muJeRt reuvoR.RY aRIDCE
�' °�""� =rRe.N c cn�oN El.nRnRCE
0-
DATE
DESCRIPTION
ENO.
DRAWN
CNK.
DRAWING NO.
TITLE
1~
i
-
ISSUED FOR APPROVAL
I
SR
-- -.
l pC
` / / SR
O+pp ~'
0 5 111 +00
�_ �• ,: S �bbf�bbe�bbe j4L
i ...
/•
+ +t
tom. -' •. '.. .' -'. .... , ,...., ... ....,..'..... ..•.,',• •_.`.. .. � -,"aa�"
k�44 :•a ... r , . , , « ... . , ... . WETLAND DELINEATION �,Ie11eRa !'
• .. - - ...... ; . ... .:.. - .. , , . - '. .? `. , IMn�ulwRl�raMUU'�O .
y, a
' 12Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
URS Corporation -North Caror�na
C
North Cemli- License ! C -2243
r6111 Piedmont
Natural G a s
�--Y�- —RSOR
- ERrr uRE —eP " s
Rv unE _ s�RER NIT r—E
RUeUL oq0
LISA ►N► c - 11TVRE
_M = r�CL 111L LINEI0"
O_ DoE "TRYE ITROIr,T
R� _ "� a
E NO S CORE FLTEROUTLET
t TKRD+NAT -RE R FOR1 *CAAUOaORE
- - - - -- onsrn+c wNTOOR muJeRt reuvoR.RY aRIDCE
�' °�""� =rRe.N c cn�oN El.nRnRCE
NO.
DATE
DESCRIPTION
ENO.
DRAWN
CNK.
DRAWING NO.
TITLE
i
012113
ISSUED FOR APPROVAL
NF
SR
AK
-° - -
50 LOOP - WEST
EROSION CONTROL PLAN
FROM STATION i1 +00 TO STATION 110 +00
JOHNSTON, NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR OC 1 " =60'
JOB NO. 39911024
DATE:
01232013
NO: W SHEET 9 OF 52 REv
SBL- SEC -EC -004 i

' � wFTLAND DELINEATNJN
MITfO �P'1
TRENCH PLUG
� O
M
2GP9.4 laj!5 _4u�A9,�= - C" 40& — GPS
SILT FOE
P��72GP5 --.-. 126 +00
t L)
p�
,
REVISION!
I REFERENCE
/)� IOI ORWIaTgNtrY►i
■ # ■IIF���LLL it
_ `�1'i '
URS Corporation - Norfl Carlin!
North C--h- Uu E C -2243
�
32atER CROSSING
- PROPERtt UxE —aF—y Nir EExcE
PuaLlc Roao ��' �R
uxo %RV Ure — wPEa RILT rEaacE
PR `J 301LTVPE
- --GASa E% wEA 7
O EMEw G NDDENTRVIE% 111
TRw U.
— ♦v WORNSMCE
axD =o REfLERO nE
TMFER wT ® eoREPTEOR.u,GC Axo BORE
..._ - ...... ETlsimG CONTOUR MAIORi TEMPOR4R•/eRRWE
...rr arREnM —cox murnoN ENranxce
1°D3
NO,
O
f _
W204
DRAWN
CNN.
DRAWING NO.
TTIE
_L
0123/13
ISSUEDFORAPPROVAL
TQI INSa
SR
114+00
�
�
if
f —bf
—lf �bf —sf -11
WarER CROSSrNV
s3o2
SILTPIInR
.�
!3
4'
LL
•'• .
Ex+TNO WI3 LNltTYR)
E %13TING EASEMENT �`.,
y'
/
If
♦
wr
+ �ZS� lJ
.- _.._Q_ ._ -.___ ______ -- _— _ _ - _.._. -_-
...- l..-
•1
'
__ -- _ - _.._.
-_ ._..___ _ .._ -
107 +Op
�,.
'�1
— — — / ' SM1F«urrENC! + + ~�::' .." .. .`. + -� . -', •, :.
—
O
-••a• p 120+90. 121480 -
- --
•o .
•-- — -- �' _ , .. �• '..
108 +00
P9 Gp+s
,'.. ....... ',,
1r:.... , . , ..
4 ih
9
00
Gpy — GP9 — Z GINS 111 +0o N +'J
—GPS —, Gpg �.ry "—
-
+�
a
23 +OD
x Gp+
-- GP9
,,.,
Ea7S . •. -,
`.
•-
• -. s ra 1 `f
,�;
-
:J', t�,'.. ,'
Q ...
•
rlMFOMRY aRlOOa
©
38 +D0
— GP3 pg
u
.'- TyPefTFQ -r•-2`
.T
.;Ni
�
,. ,.
Yibf�T+4f�_TS3f�g�,__ � /
..
CHECKED BY: APPROVED BY: SCALE:
SR DC 1 " =60'
`•
-fir �.+ �t�.
wT
/
YlwP�b(1f,1.,a�]ida .•.•` TlgpE WT
Gin_ ! W ! a' • l
PROPOSED Ga3 LINE (TYP)
x*"
Q
JOB NO. 3!7911024
DATE:
01232013
_
Ap ... „„..w
,
,a t '
,
•
•
MITfO �P'1
TRENCH PLUG
� O
M
2GP9.4 laj!5 _4u�A9,�= - C" 40& — GPS
SILT FOE
P��72GP5 --.-. 126 +00
t L)
p�
— — — — — — — — — — 4a 4� —. r• f. 4 �r �+• — — — — — — — — — — — — — — — — — — — — —
4 ".: • "• PROPOSED GAS G EMENT _�
`4.5 3 '1*' _ "• • .•• ^ TEMPORART WORK SPADE (TYP.)
O`• ACCESS kOAOp
0
M
IL sILr O�(rn.t
I I
I--- - - - - --
0 30 60 120
Feet
NOTES
LEGEND
REVISION!
I REFERENCE
WETLANDDELINEATION
■ # ■IIF���LLL it
_ `�1'i '
URS Corporation - Norfl Carlin!
North C--h- Uu E C -2243
Piedmont
Natural G a s
-•..
- PROPERtt UxE —aF—y Nir EExcE
PuaLlc Roao ��' �R
uxo %RV Ure — wPEa RILT rEaacE
PR `J 301LTVPE
- --GASa E% wEA 7
O EMEw G NDDENTRVIE% 111
TRw U.
— ♦v WORNSMCE
axD =o REfLERO nE
TMFER wT ® eoREPTEOR.u,GC Axo BORE
..._ - ...... ETlsimG CONTOUR MAIORi TEMPOR4R•/eRRWE
...rr arREnM —cox murnoN ENranxce
1°D3
NO,
O
DESCRIPTION
W204
DRAWN
CNN.
DRAWING NO.
TTIE
_L
0123/13
ISSUEDFORAPPROVAL
NF
SR
�
�
f —bf
—lf �bf —sf -11
WarER CROSSrNV
s3o2
SILTPIInR
.�
!3
4'
LL
•'• .
Ex+TNO WI3 LNltTYR)
E %13TING EASEMENT �`.,
y'
/
If
♦
NODT(T I
POINT (Typ t
.- _.._Q_ ._ -.___ ______ -- _— _ _ - _.._. -_-
...- l..-
Al
- JE7LAt D 204^• ,._ __ _.._.._.
__ -- _ - _.._.
-_ ._..___ _ .._ -
------ -_
- •
00
v
tw
-
{
X�2289+00 126+00 +00 • :
— GPs -- GPs ° GPs —GP5 ° GPS ° G
7+00 t2¢ip0 '•130 +�0�� A
— y+ G r G R '
131+ Q 132 +pp0
PS — FiF$ °GPs — GpS
133 +0p
—GPS — GPS
184+D0 35 +00
GP5 —W — C" — �P5 — GPS --
X35 +00 17 +00 W
GP5 —GPS —GPS —asp 5 — Z
38 +D0
— GP3 pg
TREN PLUG; .•''
• r ?R ...(• "
TR PLUG
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1 " =60'
wT
/
YlwP�b(1f,1.,a�]ida .•.•` TlgpE WT
Gin_ ! W ! a' • l
PROPOSED Ga3 LINE (TYP)
x*"
Q
— — — — — — — — — — 4a 4� —. r• f. 4 �r �+• — — — — — — — — — — — — — — — — — — — — —
4 ".: • "• PROPOSED GAS G EMENT _�
`4.5 3 '1*' _ "• • .•• ^ TEMPORART WORK SPADE (TYP.)
O`• ACCESS kOAOp
0
M
IL sILr O�(rn.t
I I
I--- - - - - --
0 30 60 120
Feet
NOTES
LEGEND
REVISION!
I REFERENCE
DRAWINGS
■ # ■IIF���LLL it
_ `�1'i '
URS Corporation - Norfl Carlin!
North C--h- Uu E C -2243
Piedmont
Natural G a s
- PROPERtt UxE —aF—y Nir EExcE
PuaLlc Roao ��' �R
uxo %RV Ure — wPEa RILT rEaacE
PR `J 301LTVPE
- --GASa E% wEA 7
O EMEw G NDDENTRVIE% 111
TRw U.
— ♦v WORNSMCE
axD =o REfLERO nE
TMFER wT ® eoREPTEOR.u,GC Axo BORE
..._ - ...... ETlsimG CONTOUR MAIORi TEMPOR4R•/eRRWE
...rr arREnM —cox murnoN ENranxce
1°D3
NO,
pAT!
DESCRIPTION
ENO.
DRAWN
CNN.
DRAWING NO.
TTIE
_L
0123/13
ISSUEDFORAPPROVAL
NF
SR
A-K
5S LOOP -WEST
EROSION CONTROL PLAN
FROM STATION 110 +00 TO STATION 138 +00
JOHNSTON, NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1 " =60'
JOB NO. 3!7911024
DATE:
01232013
DRAIMNG NO: rtfv
SBLW- SEC -EC -005 I SHEET i0 OF 52 1

O
LEGEND
I
�f— �1t� —sf sf� —st -11
�I
.I
roSIT'TYR.) II
.I
REFERENCE
DRAWINGS
UM
N.rlt, lwritwn - NOrN C -224 E
North CS.h- Lianas E C -2243
3{+Op 135+00 GP`+ GPS GAS 737 GAg ,.._. GpS M
GAS GAS _ w
G.4
i'RDP�ED GAS ADEMEMt i I •
SILT fENC1(TNR.)
I
KO[Sf ROAD
WETLAND W205 I• {— l{� ► {�
TYP PFO coRE Ra�ourLET
tM WATEII CROSSING - IODEMRY
�- TlMROIS►(T EbOp! IIj�
uw . -. x. L) �R�3`✓w+ #z'x- s"ra«��. _..— - -_ . ell . I I roWIMI
153 +00
GAS — GAS
O T{7!!R MAT -
aLi
Al
O
r,-
SILT !T (TYRI EDR[ rli rdl L1CII
O AND EORE MM)
MOROSEDGASLI
•.
-SIT
1 I USING EASEMENT /
• -' I HOD ENTRY \ /
TYR.
G - EtMnND wf LME (TYR.) -- --- _ - ----
_ , {J_ ------- - - - - -- -- -- - - - -- - - - -- - -- - - - -- - - - - - - - -- -- - - -- - -- - - -- - - - --
1
..
153+00 154+00 155 +00 156 +00 157+00 158 +00 159+00 160+00 161+00 182 +00
_rT
Z z - Gp5 - GA5 -GAS - Gp5 -GAS - G -GAS -GAS -GAS - GAS - GAS - GAS - GAS - GAS - GAS - GAS - GAS - GAS - GAS - GAS
e
TM NAT
TFMROMRY COMETIIUCTION ENTIGMLl ITrRI
�
T _ ., �a.::.cr:ra._'wl.�i�z:. -"•- •, SM..r r`•- r-.... I`y11 ---�
. II AOROSED GAS EASEMENT {F {f TlMRORARY WORKfMCE ITYR) SILT RETMR) �*
\,p\ SILT ReNC[(TYR) •
iACCESSROADS4
--------- - - - - -- -r— — — — — — — — — — — —
v
V"a
/
AND lOR[1TYR.)
m
-
�
TEAS
\\ At
0 30 60 120
Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
UM
N.rlt, lwritwn - NOrN C -224 E
North CS.h- Lianas E C -2243
V1' Piedmont
Natural Gas
LI.E ROAD fTM� wyTEa BAR
z
rzr uRE
- — suRER SILT rsacE
�11►� as PosED CL
case. Ex T o,
O RR • DOERTR ERnRDIaT
----- `E PORD w RKS„IE O TP...1-
ETLARD -RE ERTEII -TAE TM.-T ® SORE PITRORJACxAaDROaE
-IG C-0-IR cN—) TENPDa+m aaIDDE
�+�.. BREAM c urn DR ENraAacE
® ,D
NO.
DATE
DESCRIPTION
ENG.
DRAWN
CHK.
DRAWING NO.
TITLE
1
01/23/13
ISSUED FOR APPROVAL
NF
SR
A K
.
50 LOOP - WEST
EROSION CONTROL PLAN
FROM STATION 135 +00 TO STATION 165+00
JONNSTON, NC.
DRAWN BV:
NF
CHECKED BY: APPROVED BY: SCALE:
SR OC 1" 60'
JOB NO. 39911021
DATE:
01232013
DRAWING NO: SHEET 11 OF 52 n[v 1
5BLW- SEC -EC -006

!%IfTIND GAS LINE ITYR -1 "
•,4 -'"'k .ORE PR FDR��K //A
Ey �' w+D.oRECMt 0
v SX— ..SIIAS T 60l D[LINGTIONIM.) O
p J +r PROROfED OAS LINK ITVA )
.. - . - - -. -
_.._ -. + .. _..
O /
` t0 +
Go
MlOROlEO GAf GlEM[XT h
66 +00 18 00 1 d +00 68+00 170 +00 171 +0 772 +po 173 +pp 17 +pp 1 +00 178 +02— 7 *00 W 6 +00 78 +00 180 +0 08 61 ,W 162+GAS ` —" 's"" 4+ +AS —GAS J GAS —GAS — AS — GAS — Gp5 —GAS — Gp5 —GAS — Gp� —GAS —GAS —GAS —GAS —GAS —GAS — Gp5 —GAS — GA.S — G —GAS — GAS — JAS -±�- GAS — GAS GAS Gp.S —GAS — Z —GAS — GA� — GAS ^GAS — GpS
r° V J Z
- - - -- ----- - - - - -- ----------------- - - - - -- ------ - - - --- —
ILT FEMDE ITYP.)� 1 / TEMPOGRY WORK SMD[ (TYP.1
7
O � /
♦ T/
j O
O
�I
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
�
URS (Carolina aoLi -Nse (`i -224f
North License [ C -2213
031 Piedmont
Natural Gas
L =AD wA�Ea BAR
s
nr urE
— wPEa MLT f EacE
.._4G5 -9 Ex R u � A icX
Q DEA�EMEXT G — EXTRI —P011T
-__- T EwsP,_E REX=XP
TE � SoaE
.,�+.. —E— _ c �cnoa ENraAXCE
M,rrmTm
NO.
DATE
DESCRIPTION
o
DRAWN
CXK.
DRAWING NO.
TITLE
1
01/23/13
ISSUED FOR APPROVAL
NF
SR
T O ITYR�
- - -- -- - - -- -- --
-- ._. _ -
c4
♦
75 +00 171+00 177 +00
T
W 76 +00 178+00 180rOp
T)T
GAS —GAS —GAS —GAS .- GAS
—GAS - Z p5 —GAS —GAS —GAS —GAS —GAS
61 r00 182+00 id3 +00 7d4 +pppp 165 +00 188 +00 1 7 +00 64+00 �8 +00
— GA� —GAS —GAS —GAS —GAS —GAS —GAS —GAS —GAS — GA —GAS — GAS — GAS — GAS — GAS — J'8 — GAS — GAS — GAS
180 +00 197 +00 19 W
— GAS —GAS — GAS — GAS —"d Z
��+ 94r
— GAS
J
� :.
Q
S
U
TRENOX RLW
y
1
-------- - - -
- -- ----- - - - - --
— —. _.
— — — — — — — — — — — — — — — .. — — — — — — — — — — — — — — —
w wD'wtaa A 1
pe PFO- 1 V
DRAWN BV:
NF
CHECKED BY: APPROVED BV: SCALE:
SR DC 1-.60'
TINS[R MAT
G�1
s
O
JOB NO. 3991102/
DATE:
01/23/2013
DRAWING NO: SHEET 12 OF 52 REv
5BLW- SEC -EC -007 1
0 30 60 120
Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
�
URS (Carolina aoLi -Nse (`i -224f
North License [ C -2213
031 Piedmont
Natural Gas
L =AD wA�Ea BAR
s
nr urE
— wPEa MLT f EacE
.._4G5 -9 Ex R u � A icX
Q DEA�EMEXT G — EXTRI —P011T
-__- T EwsP,_E REX=XP
TE � SoaE
.,�+.. —E— _ c �cnoa ENraAXCE
M,rrmTm
NO.
DATE
DESCRIPTION
ENO.
DRAWN
CXK.
DRAWING NO.
TITLE
1
01/23/13
ISSUED FOR APPROVAL
NF
SR
AK-
SB LOOP -WEST
EROSION CONTROL PLAN
FROM STATION 165 +00 TO STATION 182 +00
JONNSTON, NC.
DRAWN BV:
NF
CHECKED BY: APPROVED BV: SCALE:
SR DC 1-.60'
JOB NO. 3991102/
DATE:
01/23/2013
DRAWING NO: SHEET 12 OF 52 REv
5BLW- SEC -EC -007 1

O -0
�y � � W[TIAM ppJ,111TIOM .
,
kAl— RENC[ITYP) `: ",• °.. � w
n ,
a
D
f
VirE, }CARt3'tNTd4' , - _ _ T� -,_- ____ + _ -
♦ ;: .. - 1
w- -,. - ... � TYPe PEM` � b IP
8GO 19 + 1 + 0 Gat 'z' a 9 +DO ' - • 4 4 +00 ` . " •, •' 93+00 - - •198 +0 ' - • �19P.. 0 . ` . ` , 198 '0 19 + _ '* ,0` Ot 0. 20 +00 3 +00 04 +00 W OS +00 Dn '+W AS
U-I-'!;WS — U pp g� p - M y� p C GAS GAS —GAS —GAS —GAS —GAS '-2 S r '- `.'R.'n^' reh`+�5' — .��« .-. ..,..A c�PI GAS G�S — GAS —GAS — GAS — GAS — (2 — Gpg -- GAS GAS . S YPO
� REN�I KIw \ T o P EM
... + • � y^'. ' . `' •' • . 4 WETU D OELINEATI
,
y / J A�
N
p` TE4Ea wr
e £+•' .
fg OLAND+N104
PFO
C4
"pp •` 20 +00 204 +00 W s ,4•Q9 ` _ 2,08w
AS -1•�- GAS ^GAS —GAS ^GAS — GAS - 2 OpS00 GpS — ORS G
W[TlALO D[LAEUTION •""�� ~ ACCEESROADNI
O "•rc - - ' i
WETUND DELINEATION
W1.
-• WETCRNO Wf08 � .
Type
'yU—NG GAS LINE (TYP.) E STING EASEMENT
`• - WETLAND W106
/7 7YP PENT ______ .
�sf�3F`�SF�fF�lF�fF F N
sou-.I
211 +0o 21 +00 213 +00 y1 +00 15 +00 y15+00... "' 277 +00 218 +00 W 19 +0 220+00 y21 +0�
GAS ° 09s — GAS —GAS — GAS — GAS — GAS.. G� GAS — GAS 0— GAS G S —GAS —GAS —GAS —GAS — G 2 —GAS —GAS —GAS —GAS —
M
2
4 �- 41
= T FFjM�E (T•�P=
— J��',`„»�: -^-,, — — — — ^ -------- 0PO3EDGA3 LI E(TYP.) .� � � .L) � ^ � �• � � � � � � ^ —
NLT qE mR)
PROPOSED GAS EASEMENT
` TEMPORARY WORK SPACE ITYRI N
0 30 60 120
Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
URS Corpor.— - North Carollm
NOM Carolina Llc_ naa E C -2243
Piedmont
0111 Natural G a s
wnTER A,.R
- —sr-a z ENCE
- _ LIME — swER saT rENCE
�ly..� PR soiLTrPE
e SOiIDELINF TIC
EASEMENT
Q DPOSEOL ooE ".R.E ITVOirn
- - - - -� oo G .E.TP, E p
TE _ Aao.PL o
—IND Cy oREPILTEROOTLE<
® nMeER MAT eoRE Pn POR SAC. N +o SORE
Exen ", CONTOUR..... : TE.IPOR_ERIOOE
Co"sTRUCnoN-110E
NO.
DATE
DESCRIPTION
ENG.
DRAWN
CHK.
DRAWINGE
TITLE
1
01/23/13
ISSUED FOR APPROVAL
NF
SR
AK , _.-
SB LOOP -WEST
EROSION CONTROL PLAN
FROM STATION 192 +00 TO STATION 219 +00
JOHNSTON, NC.
DRAWN BY
NF
CHECKED !=APPROVED BY: SCALE:
SR DC 1 " -60'
JOB NO. 39911024
DATE:
0123/2013
DRAWING NO: REV.
SBLWSEC -EC -008 SHEET 13 OF 52 1

0
WEZLANQ W101i -
PFD.
WETLAND WI'104 o
TYPe PE1d o
SE:.° -1f F�
N
15 +00 216 +00 217 +00 216 +U0 W
GAS —GAS — GAS — GAS — GA ?
I — — — -} — — — LTZ;5EI =YP.- — — — —
ACCESS R D"
WETLAND DEuNEATION
WETLAND OlLIItAT1DN .
1_
W1aS 7 soL DELMEwraNlnFl -,
EslanNC DAs uNE 1rvr I
- - •WE7LA Q vviD,S
,µ.w+"*' x�+^!". �EAIETIND EAEEMENi PNMOSED OA {LMEITYPJ ..,....,-
_.._. _ -_. _ _ -._. _ ..___ . "_.. _.. .._ ._ "._.._ .. _.. ._. -_.._. .._.._. "_ "_.._ _ ------ -------- _ _ _ _ _ _.
TYP PF
c-�dEF[Alllb'WT07 � - '+
19 +00 22 *0 2 1+ 0 2 +00 2 +00 4 +00 25 +00 226 +00 227+ \° ?2E +0 ??9 +.. .. •ty a PEM `23 +�Qq +OQ * /- W
0 0 22 pp 22 Z3 �y pp - y� qqQQ P -
- GAS —GAS —GAS ° GAS ° GA$ — GAS — Gp5 — GAS -- GAS — GAS — GAS — GAS — G —GAS — GAS —GAS — GAS —GAS — G .._. _s_QA4 GPS itAS�_z+�. _^ GAS °GAS i%S -? !►1
TRENC��LLI�LUO J
IROPoSED GAS GSEMENT /l T.
OAS EASEMENT J , L -_ —• SILT FEyCE1nP.)
TEMPoMRY WORN SMC! ITV►1 �
,
10 GAS ° G23J +00 GAS — 1 234 +00 GAS
""'Rw.. mew- .- v+w«�.+v..�. •-•"
WATE0. C0.0aE \NO %i c ' / / 'p G
i
© i
-------- .._ -. - - --
233+00 234 +00 235 +00 236+00 237+00 , , - ..
S`S �
- 'L .00 6� xpG /
241+00 243+00 214+00 Gp$ "� ED ^N n o OY� K
— GAS —GAS —GAS —GAS —GAS —GAS —GAS —GAS —GAS —GAS —GAS —GAS +pp GAS —GAS GAS —GAS 240 GAS —GAS —GAS —GAS 242+ 8 —GAS — 0 —GAS —
AS — GAS D E
0
— — — — — — _ — — — — — — / ` \
IN
0 30 60 120
Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
IMS
URS Corporation - NoM Carolina
NoM CarO11rIS Liwnsa / C -2243
Piedmont
0111 Natural Gas
•- r FENCE
FO7'D LIZ
AD - Rr uNE _ suPEa slLr rENCE
°E DE INEA
O DDE „rRrE nPOa,T
- - - - -� EA w,aa P, E O TRENC „o, °°
.LAND ET
C E °*
aERRAT REPrFDR A «A °
ao BORE
-- - - - -- Ex�snND ccNre°a m.uoai TENroaAar ea,DDE
.+I+.. sraEAN c �rnDNEMRaNCE
0� XO
NO.
DATE
DESCRIPTION
ENO.
DRAwT1
CHK.
DRAVNNO NO.
TITLE
1
0123113
ISSUED FOR APPROVAL
NF
SR
” �'
58 LOOP - WEST
EROSION CONTROL PLAN
FROM STATION 219 +00 TO STATION 246 +00
JOHNSTON, NC.
DRAWN BY;
NF
CHECKED BY., BY: SCALE:
SR DC 1 " =60'
JOB NO. 39911024
DATE:
01232013
DRAWING NO: REv
SBLW- SEC -EC -009 SHEET 14 OF 52 1

- - -- 262+Uv GP`s
_ -
-
- fOL DELINEATION ITYI.1 PROPOSED GAS LINE ITYII "- - f' -'�
._.. EXISTING GAS ueE an.l --- _ _ _._ - - -
r - '— -
g / d", %MTNG EASEMENT
- - 253400
-- - __ . _ -_. - - _ -- - �
252+00 /
\ieRCnofslNG , %-- - 251+00 04 �
G� _.. -g
sT02 250+00 GPy S \ .. / / Ok /
2
— 49+ 0 G 5 GP
X
+d0�
\ /
S \ ^S
247a 00 IROIOSED GAS EASEMENT \
_ q \ \ / M1�/ v A ►� OA S /
3 \ /
CIA 243.0
-.-- ----- ----- r
�.. G -- ... /
A ,�` Gu�� / \ 1 TEMPORARY WORN SMCE (TVI.1 \ \ GAS ^+rte C9e /
. '"- GA 245 +00 Ot !� ?F IO YCTION ENTRANOE (TVI
SORE ND ■ORE N �K \iR\i •� sf-- �i� \ \ \ \ /
\ MLT fEIiCE (TYP.) / Av
Vb w
A.A
O
O
WETLAND DELINEATION /� S
-- .__ - -. 1M1 O)
,
- -- - -- r
- -- I I
- - - --
- --------------- ►-- �,----- �._._.MR -�,
D
POINT TY
262+00
264+00
I�
- --- -- -/. G� "- P5 �G� 263 — L1, <1 WA'EA CRO851
0 9 / 6�AA0 GP9 — C. — � 266+00 267+00 k i ,� '..
.1 / / ` � -- Gpy — Gpr� Gp9 268 +00 269 ". y ,, , `4 I - i2 7y5�"' r N� MLT I E a o
ACCESS .1
/ C? " d9%5 GaFj _' OpS +'00 G 270+Op h?r'S'_'^ '✓,C'r t, r S' a
y — — — —
TO
/ rJ / / — — — �. — — �. ,— — •� — TREO—
° / ��..� —.. � M. ,r"`r '�4 " r:`rx. SS i •}SG?� l.�j � �.,�}"`':t.T . fi�= -, � r,
ti r
1 / MLT PENC! MR)
`C- Y
0 -" 60 120
Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
1�
URS COrporntion -North Carolina
N.r Carolina Ll— E C -7243
o Piedmont
Natural G a s
—fib —TER � R N
-
Rv uNe s PER sar FE E
IsrWB CL so LOE E.
--cA eK ur, rlcr,
r— I �DPOSEDE,RENENr DDEN,R „E,,,D,r
PnR,RYW RR�P,�E O rRENDN P,DD
ND OREF rERa T Er
r NBER Nrr BoREPr FOR a,cN ANO BORE
-- - - -- -ITING OONTOOR ­0R) TE-0 ,RV BR�DOE
..�» IRE,N c ucnoN ENTRANCE
® N
NO
DATE
DESCRIPTION
ENO,
DRAWN
ONK.
DRAWING NO.
TITLE
1
01/23/13
ISSUED FOR APPROVAL
NF
SR
AK-
”
56 LOOP -WEST
EROSION CONTROL PLAN
FROM STATION 248 +00 TO STATION 274 +00
JOHNSTON, NC.
DRAWN BY:
NF
CHECKED BY: I APPROVED BY: SCALE:
SR DC 1". 60'
JOB NO. 39911024
DATE:
0123/2013
DRAWING NO REV
SHEET 15 OF 52
SBLW- SEC -EC -010 1

OSOL DELINEATION (T- )
�R[.I.AMD DgFEA/10N
'{ Cxanra GAS LINT (TYPJ
S6
ACCESS ROAD aM
{---ft alt alt alt � /t� :
• '.' ,', �. wA� CR0831x0 I I WET' ND DEUNEAT*N
-371W EASEMENT
... , nN • ✓� tez? a ' ` . _,� #.. • SILT !IT �O + ,rr���� @ t , ` t : r ri I - 1�_� ".— .--- �_�.� -�.. - - -_ -._ -- - .._. PR._O- P_O._ SE-D _ _OA_ i LINE IT-- - )
_ ..- .. -.._ - _.__- _ --- _- T
-- - - - - --- --- - -- - - - --- ° -- - - ---- - --
1MT
x,� �. `., P ;:. ���x� tFwn ii*FJ'. �T , " �% � r�'' =ds `..*, -e' wC'-�.V T•. - �i ��st� + - - -
9
W 280.� CsPh GP'S OPy — (aP'S 6 F=3'
+00 ' — O!5 -� — fiPy — f40'9 — 60h — GO'S -- GO �-
{ {:hr�� §„t ti.l. r�rJ� � � �, a'fiHtLs a rry.�xr,_� S ••. * ,� G� � �� l f.� THE nuo = V` ^_. �2P ,.
EW V
PD.T (TYP I ,� PLUG A#F,T' i{ .Yii4
LTF
•�"�', s'k'i"`-'' I 1 PROroSED OAi EASEMENT — — — — — —
r
v t� '` TEMPOMRY WORNiMCE 1TVP.1 '.. , - •
SILT fE(TVP.)
LT v
IT FENCE (TYP.1 +t �St •tom -17 �1t
M
SILTgE(TVR)
0
}B
f 3
Sh
wnuxD DFUxFATNTx ..
s
M14 TRFN Pwo TFFMORARY snow y
�1 4
TLA N)D W113 ) IF
• V :#
YP@ PSS' { "ROCESS ROADSSA "I.
.� #( •' � � Doluxun sole DEu
wFTUN oN
PROPOSEDGAS LINE mP7 T AaT T
1xgFy , w
.. - - -- - --
rwFER� ��
TE/�MAT
N . 290 +00 ^, 291 +00 292 +0d', 293+00 294 00 295 +00 296 +00 2 M
— G — GPS -"' 4$ — t Z GPg — GPS — CiPra °'- P5 — CoP — P5 — GP -- p5 — GP 297 +00 ,. 298+00 99 +00 + , - W 00 +Op . 301+0,0' -
- GPS Py g -•- Cspg GPS — GP'g — 6PAS -" C*" — -GYPS — P5 — CapS — G 2 ..... 2,}00 303
Py 6P5 C* -
[ !! h
PLUG S PLUG I YUL'[iA Nq s?.7~rp,y, •.' u..] TREn PLUG T11F Pi z H ,vr4'U
V T
t. F YP , SILT FITYPJ Q
-� / I
a
SILT I�ES�F mR I > � —
— _ — — — — — — — — WETLAND W 1 —
7 PFO., wATFR CRGStRNo
0 30 60 120
Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
URSCorporaton- North CarornaW``■
NorN Carolim LlGnsa / C -2243
C�� P i e d m o n t
Natural Gas
- PROPERTVU "E �Fy SLT_AR
—.1
Rv LiIR
suPER saT FEry E
�sraiw.rr ROM
IL SOIL TYPE
--- cas-s Era
O 0 DoE "TRY7,POP,T
EoSr_ - - - - -� TE» w a� PAIE 0
TLS «D C� TRpc "�uG
xaERNAT oR,A «A o
7. ® 4o BORE
- Exinwc ccHrouR IxucRl -1— BR-E
.•+aw sraeAN c uCTIO "ENrRA "ce
®"
NO,
DATE
DESCRIPTION
ENO.
DRAWN
OHK,
DRAWING NO.
TITLE
1
0123/13
ISSUED FOR APPROVAL
NF
SR
- - DRAWN
513 LOOP - WEST
EROSION CONTROL PLAN
FROM STATION 274 +00 TO STATION 300 +00
JOHNSTON, NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1 " =60'
JOB NO. 39971024
DATE:
0723/2013
DRAWING NO: SHEET 16 OF 52 REV.
SBLW- SEC-EC -011 1

OA.A
& TEMPoYSRIODE d O
TRENCH MR
D uD D O g O
ExSTING cNa LINE ITn.I ,
�WETLAND SOL DELTION(TYP.1
- pELINFATION . • • �' WG
PROPOSED DNS EASEMENT IXISTNO EASEMENT
o o
wWEI N D DELINEATION
- --..-- - ' ---- - -- -- --- - - -- — *'^ -
- - ----
-- ------------ -TERSER MAT _ - -
,\ Type PE7A
+00 .- ----
97+00 M • 305 -308+00 • . - • 310+00 311 +00 312+00 313+00 M - - - - - -- --
198+00 299 +00 • W 00+00. 301+00 2+00 a 304+00
G45 —GPS —GP5 — Gp5 y J —' �' (iQ�b GP5 303+OOCapr PS G!g —GP5 — ^GP5. GP5 —GP5 =GP5 — Gp5 =GPS G►�a Gp�a Gp5 GP5 n oPg —GP5 —GP5 Gp� _GI's Gp� ° 5 ° �+N Z 315+00
GP$ --- GP5 31
U x. mE nuD = GP5 Gp 5 GpS
SILTP EIttPIn Q i :.711 Plllb t �. — — — — — — — — — — — — — —
✓ NRTER DRO>T41MB PFO SILTt�GE1ttP.1 PROPOSED GAS LINE(TYP.)
jlyr b]S4 `J �• � .�.
I - •'- TEMPoMRY WORN SMCE ITYP.)
J
}
EXISTING OAS LINE (TYP.)
-GEE. ROAD SS
W111ANS) DELE{ATIOII
WMT
TM ER IAAT \i `
O •`�•ll TREI1fN nW ` P
_.. _. _
_- - -__._ - - - -- - _.._.
100 31 +00 3 3 +00 314 W 315 +00 318 +ppgg 317 +9D0 318 +00 319 +00 320 +00 y1�+00 2y+00 3 J +00 24 +00 325 +0o J28 0 W " 32g +0p Jj9 ±40
P5 °GP5 —GP5 —GPS ° G� —GPS —GPS —GP5 —GP5 —GP5 °GP5 —GP5 — CiPS ° GP9 —GP5 —GP5 —GP5 —GPS — CaPS —GPS °-P5 —GP5 — G5 — GW3 —GP5 — GN3 — GP °GP5 —GP5 —09" -GP5 — M 4sP CsP3 YaP5 C9P9 I'S,
S
J
(,% • f .YX ...<u«..z.? / (� ........._4..«.'� T ' mss, N �1 TAE
_ fILT IITYP) �71�/ 44
WETLAND DELINEATION �w
— — — — — — — — — — — — — — — — — — — ; -
- - - - -- - W30) *4 -
.'OP.FF [l. WP,07 �J
.'OP. PFD
r
0 30 60 120
Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
URS Corporation -Norm Carolina
Nor C—fim U—se E C -2243
Piedmont
0111 Natural Gas
�--M� WATER E
- —EPA -
$IIPER SILT FEN E
I�TICN
O G - .ERTRY PoRIT
= R «so,_E O TRE.C.P—
TL"D NEERNAT BORE PIT - -A-„ -1ORE
ETING crlrc�R rtllucRl
_EAN „E urnoR E—A. CE
NO.
DATE
DESCRIPTION
ENG.
DRAWN
CNK.
DRAWING NO.
TITLE
1
0123/13
ISSUED FOR APPROVAL
NF
SR
AK
-
"
SB LOOP - WEST
EROSION CONTROL PLAN
FROM STATION 300 +00 TO STATION 327 +00
JOHNSTON, NC.
DRAWN BY.
NF
CHECKED BY: APPROVED BY: SCALE:
: IAP
SR DC
JOB NO. 39911024
DATE:
01/23/2013
DRAWING NO; REV 1
1 58LW- SEC -EC -012 SHEET 17 OF 52

TMS ;MAT
— GPS323 +0GP5 — 4+5 +00
❑^J'
0
WE ND DELINEATION ... •' - '. • .r .
WMT
TPEN NPLUD ••4- PROPOSED OAS •EASEMENT EJ(ISTING EASEMENT
- - --- + '- -- -- -- "" -' - - -- - - -- - — -- ---- - - - -- -- -- -- - - - -- --
�7rr 34E +qQ 32;3g�pp 3gop+00 331 +00 gg3��+00 333 +00 �T 3 +00 335+ 336+
�GM ? .'.Caps � Gp'+5 - Un Gp5.' Gp+i.- Aps - GpS - Gp5 0 - Gp5 - Gp5 - Gp5 -Gp5 c�g�3� . G1'!?_.a...�►.�n �..�_.
SOLD EATION(M.)
PROPOSED GAS LNIE (TYP.)
O
WETLAND DELINEATIO
WMS
SILT FPJ{CE (IYP.I
6 p..u..,� --nom
GPG 33G +PS - GPS -3GP�0 - GP5 - GPES� GP5 - Z 4 +00 Gp3 - Gp93 +00 GPs - C
SILTF l(TYP) — 11"!- - I I 11 — — 'r — t~< TM MAT
sb WETLANa TRlyGILFLUG
- - - -- -' �rn�Fa..•. -, _: - ��i -- ---- -- - - -_ - - --- - -" - -- — — — — ---------- - - ---- -mac ------ - - -V --
MMA
• , . , . SILT ! (TYP.) TEMPO ORK SPACE SILT .,:. E
d!
r
•
y`
L.S r
.. .^'"`„ "°ar� •• W �e, P FO
n2 f
O
80S. DELINEATION (TYPJ
SILTFEMDEITYPI
.•i
+00 339 +00 340+00 W 1+ 0 342 +00
-Gp5 —Gp5 —Gp5 — 6p5 — GI ? OGps — GP5 —Gp5 — Gp5
[FISTING GAS LNE (M.)
TR/y(11 RLM
1- ��+D8 48 _
— Gp5 — Gp9 +00
I
Ss MSSdM T / rR PLuo J. V
i J
rREyGIyPLUO EI Fur
— — — — — — — — — — — — — — —
�. — `
TM�
IAAT <
rase
ti.
"WETLAND,W217 -�
Typ `PF0• .
t
- -- - ------- -
+p�8
N6 }- C." - OWL 0p3 --
OM PLC Y
R/P.1
a� �OPK SPADE
T1%tFPO
O
, V\
0 30`:. 60 120
Feet
NOTES
REVISIONS
REFERENCE
DRAWINGS
UM
URS Corporation - Nora, Carolina
North CerolinE License E C -2243
0111 Piedmont
Natural Gas
ptiYeOU1oARyLII�LEOEND
� -1f � w�iEn BAR
s
— BVRER:T rE "cE
- ...,cns -s E:c s,v ceooc 11 a Aeon
O R "npENTRY-T
_
MRORARY - _ .RE "�" RL�o
L - - - - -1 w�v PA I[
Np C� - REELEROUnE
® MBEB NAT RE '=—E roR �ACR ANO BORE
- - -- -- - - - -.- Ex�BTiNC eeRTeuR mrA�eRI TENroRARr aRiocE
se... +^•� srREAK c ucrioN ENrRA "cE
"
NO.
DATE
YATLAND W209' .`.
END.
DRAWN
CNK.
DRAWINONO.
TITLE
1
0123113
ISSUED FOR APPROVAL
-
NF
SR
U�Q�
461vF;....• - GP+�i pp - Gft.�• °'-.Y` *oo
B +ob*'
[FISTING GAS LNE (M.)
TR/y(11 RLM
1- ��+D8 48 _
— Gp5 — Gp9 +00
I
Ss MSSdM T / rR PLuo J. V
i J
rREyGIyPLUO EI Fur
— — — — — — — — — — — — — — —
�. — `
TM�
IAAT <
rase
ti.
"WETLAND,W217 -�
Typ `PF0• .
t
- -- - ------- -
+p�8
N6 }- C." - OWL 0p3 --
OM PLC Y
R/P.1
a� �OPK SPADE
T1%tFPO
O
, V\
0 30`:. 60 120
Feet
NOTES
REVISIONS
REFERENCE
DRAWINGS
UM
URS Corporation - Nora, Carolina
North CerolinE License E C -2243
0111 Piedmont
Natural Gas
ptiYeOU1oARyLII�LEOEND
� -1f � w�iEn BAR
s
— BVRER:T rE "cE
- ...,cns -s E:c s,v ceooc 11 a Aeon
O R "npENTRY-T
_
MRORARY - _ .RE "�" RL�o
L - - - - -1 w�v PA I[
Np C� - REELEROUnE
® MBEB NAT RE '=—E roR �ACR ANO BORE
- - -- -- - - - -.- Ex�BTiNC eeRTeuR mrA�eRI TENroRARr aRiocE
se... +^•� srREAK c ucrioN ENrRA "cE
"
NO.
DATE
DESCRIPTION
END.
DRAWN
CNK.
DRAWINONO.
TITLE
1
0123113
ISSUED FOR APPROVAL
NF
SR
-
- '
56 LOOP -WEST
EROSION CONTROL PLAN
FROM STATION 327 +00 TO STATION 354 +00
JOHNSTON, NC.
BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1— 60'
JOB NO. 39911 024
DATE:
D7232013
DRAWING NO: SHEET 16 O2 REv
fiBLW- SEC -EC -013 F 6 i

371
\ 3s1+
.b
' . ,, , - T -.'.v • - O .. ` s' ' jAjE7 LARD Witt /
WET W[nAND DEuNEATION •Type P66 + - O -9� / /
T ep
' �_ • � r aLr PENCEIm.I I /
C' S ~ 3 v
\ \ O \ \ at/ ACCES —A-10 / / 36 4 /
sf�s ✓ ~`/ —POSED
`3 NJ
(�?e,E_�•n. - DGAS { I
\ TRENCH PLUO \ _aS"o W dt) / •'G6 #O� / I
PROPOSED OAS LINE (TYP)
cops 5"-ft
ovs
8
p \ \ \ \ \ _•'•7 \ #.. f��� E% MTINGEASEMENT
3V W /
TEMPoMRY WORN SPAC[(TYI.) \ / / //-
GI's 336pr00 ` \ �'�+ / / �Qy / g / / / • _
l vv p5 361
\\ \G I / !
ExuTING GAS UNE ITYP.I
DELINEATION ITYP.)
s
. Z" _ 315 +00c*'b \ \
373 + -
3 C�Pg v9g G. \ \
/ 371 +� CiQS . A
l000
//
Ile
o �
0—
ell 01
P
G \ 0 30 60 120
/ f R Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
M�
URS Corporation - Norm Carolina
Norm Carolina License E C -2213
Piedmont
0111 Natural G a s
fPS� VIA
�N v TER eAR
uris — — suvER sLT EENCE
�M.r♦ w = sol�TrvE
-eas s E �`
PP ENT
0 aPOSE�EASEN Noo E ",R.E.R roan
-- PoRAR.w_RNEPACE TPENCNP�No
v.NO "REE TERa T L
eER NAT ® eo —E
PE VT roR �ACN AUO
- ........ -STING CONTOUR nAIOPI rern"R"'R"'E
c uc I.. ENTRANCE
Lam'+ N
NO.
DATE
DESCRIPTION
ENO.
DRAWN
CNN.
pRAYJINO NO.
TITLE
1
0123/13
ISSUED FOR APPROVAL
NF
SR
- '
"
5B LOOP -WEST
EROSION CONTROL PLAN
FROM STATION 354 +00 TO STATION 3E0+00
WAYNE, NC.
DRAWN BV:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1" - 60'
JOB NO, 3991102{
DATE:
01232013
DRAWING NO: REv
SHEET 19 OF 62
SBLW- SEC- EC -01{ 1

?,
9
378+88 ` „ 1tNea / -. � Y v✓ !� ;-, :'
�,� 0p
�
GAS 37 +00 p an
s Do
`GAS GAS z
en
80 +00 TC�Y� iND w111
_ —GAS 381+ MOPOSED GAS LINE ITYP.) SOIL DELINEATION 1TYP.) / / , p\ TYPe PFO
8p / O it
U
GAS
�•- ^• +.y. �• �� \ MOPOSED GAS EASEMENT
NOTES
TEMPORARY WORK SMCE (TM.)
co
REFERENCE
DRAWINGS
0111
Piedmont
Natural Gas
ww� wA
—aF� SIiT FENCE
ar uNF ER SILT FEN E
�Rl� FROF ^sm c� soR TVFE
Q F 0 mEASENE„ R nDEN.RTE
i_.- --- -] E,NS<xGEAFENENT O
ENFOaNty w:aaSanCE TaENC „
nND ttaEFIER11T�
® aFa Nnr NOR. FT FOR 1Atau +D eo1E
- -- - -- -STING CONTOIR (MA.IOa) TExata Aav Sa,tGE
c I-1 ENrRn „cE
„
NO.
PEM.
DESCRIPTION
ENO.
TEMPORARYSRIDG!
\
`� ?e_ /
ype E%IfTN6 GAf LINE (TYRI
�� EXISTNOEASEMENT
1
0123/13
ISSUED FOR APPROVAL
NF
,
WjitANO DELINEATION
OPP
TREN
e
r
H
SILT PEOITYPI\
- '_ -- •'
5B LOOP -WEST
EROSION CONTROL PLAN
FROM STATION 380 +00 TO STATION 407 +00
WAYNE, NC.
- �•..K^^'°. ', ,.'. .:.
,.
Typ,LAND`W1
TFO
• v ,
nM
r-
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
M�
URb COrpora,ion-NoM Carolina
NorM Carolina LkenN / C -2213
0111
Piedmont
Natural Gas
ww� wA
—aF� SIiT FENCE
ar uNF ER SILT FEN E
�Rl� FROF ^sm c� soR TVFE
Q F 0 mEASENE„ R nDEN.RTE
i_.- --- -] E,NS<xGEAFENENT O
ENFOaNty w:aaSanCE TaENC „
nND ttaEFIER11T�
® aFa Nnr NOR. FT FOR 1Atau +D eo1E
- -- - -- -STING CONTOIR (MA.IOa) TExata Aav Sa,tGE
c I-1 ENrRn „cE
„
NO.
GATE
DESCRIPTION
ENO.
DRAWN
CMK.
DRAWING NO.
TITLE
1
0123/13
ISSUED FOR APPROVAL
NF
SR
- '_ -- •'
5B LOOP -WEST
EROSION CONTROL PLAN
FROM STATION 380 +00 TO STATION 407 +00
WAYNE, NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC
JOB NO. 39911021
DATE:
01232013
DRAWING NO: SHEET 20 OF 52 REV 1
SBLW- SEC -EC -015

W313
SOLDELINEATION(TYP.)
TEMPORARY WORK SPACE (TYP.) SILT FENDE,TYP )
(J TIIENON PLUG
PROPOSED GAS EASEMENT _ O
— — — — — — — — — — — — — — — — — — —
❑©
-- t — — — — — — — — — — — — — — I
104+ 405 pp�0� 1 40 +�0p W + 0 �p +00 - qqppgg+00 "4�0 +00 "411 +00 412�pg. 417+ ty}�'sg�. _. -_.. `c, :, y" ,.c„ r� x �' -
GPs — apps — GP6 — &PS — c+e 2 iVaP� — GPs — R — Gps c" — GPs — 0 — GPs — Gps — Gp5 — G — �aPS — C" — �aps — C." —GPs — :e 5 420 2
U aE\a
E
rnEPwG s . .
WETLANQW 21
PROPOSED GAS LINE (TYP.)
E%ISTIND GAS LINE (TVIJ
""STING EASEMENT
m❑
O
Cm7
O
? YYEIYAND DELtM[ATN1M
rRENCN PLUG
O
Q 9 TRENCN PLUG 8 ,
�•;:- — — — — — — — — — — — — — — — — �J) /Ire ? — — — — — — — — — —
�. O I O
cD < —
} t
TREriSM RUO 3 .. i TREjrb PLUG , � . - •' `' ,. —,
GPs — 015 +00 GPs —
4 Exlan�
y
0 - 422+00 GPS — G
P5 2J —dOG 4 +0 '. 425 +pQ
PS
WETLAND W213 ..
—��-- ACCE83ROAD
S LINE IT-)
WETUND DELINEATION
wxt[
— C4, 1 `c'" — GP f � 6 —
VJETLAND W2 1'
Type PEI
—� ACCESS RO
UN[(TYP.)
NOTES
REVISIONS
2
REFERENCE
DRAWINGS
`WEPLANDW212'_J.
0111
Types PFb
o�ryAOU „O^RYLIELEGEND
—[r-3 z,rEp aAR
— — suPER sILr,ERCE
NBLIC ROM -
—��►� moRCSEO CL �� sOILTVPE
__rne- Ex r s u IN I N
Q HOOEHTa �nPOINT
rKE „� „PL G
TL�HD cORErLTEROITLET
® eER Nr,T EOREPTROR 1n11 U +o ROBE
_.. .':T HO CONTOUR INr..R1 TENROR.m RRIOCE
.�.. IDD �rnoH ErrtRnNCE
NO.
DATE
DESCRIPTION
ENO.
DRAWN
GPs — 015 +00 GPs —
4 Exlan�
y
0 - 422+00 GPS — G
P5 2J —dOG 4 +0 '. 425 +pQ
PS
WETLAND W213 ..
—��-- ACCE83ROAD
S LINE IT-)
WETUND DELINEATION
wxt[
— C4, 1 `c'" — GP f � 6 —
VJETLAND W2 1'
Type PEI
—� ACCESS RO
UN[(TYP.)
NOTES
REVISIONS
REFERENCE
DRAWINGS
UPS Corpo,,b- -Norm C—lina
Norm Carolina LicenE. E C -22.3
0111
Piedmont
Natural G a s
o�ryAOU „O^RYLIELEGEND
—[r-3 z,rEp aAR
— — suPER sILr,ERCE
NBLIC ROM -
—��►� moRCSEO CL �� sOILTVPE
__rne- Ex r s u IN I N
Q HOOEHTa �nPOINT
rKE „� „PL G
TL�HD cORErLTEROITLET
® eER Nr,T EOREPTROR 1n11 U +o ROBE
_.. .':T HO CONTOUR INr..R1 TENROR.m RRIOCE
.�.. IDD �rnoH ErrtRnNCE
NO.
DATE
DESCRIPTION
ENO.
DRAWN
CHK.
DRANANG NO.
TITLE
1
01/23/13
ISSUED FOR APPROVAL
NF
SR
;... -- AK-
..
5B LOOP - WEST
EROSION CONTROL PLAN
FROM STATION 407 +00 TO STATION 434 +00
WAYNE, NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1” = 60'
JOB NO. 3991102!
DATE:
0123/2013
DRAWING NO: REV.
5BLW- SEC -EC -016 1 SHEET 21 OF 52 1

(TYRI
—J
78
C
PROPOSED GAS LINE RYP)
1 _ 1
— c
WO C"
,a1 +oo f �g ---
----- _
BORE PIT FOR JACK
AND BORE (TYP.)
TRENCH PLVG ; \
MLT PENCE(TYR)
7
1
O
G
i
1
TEM- -- WORK :
------ - - - - --
as�i +oo u6 Z 0 S— uag� — e
r,h_ P_
Y
S
I
s
TBdroRAM WORK SPACE RYP.)
PROPOSED GAS EASEMENT
_.._--------- - - - - -- __._------- 4----------- - - - - -- -- --
x"
TEMPORARY WORK SPA" ITYP.
_
449+00 +00 451+00
�PPg — C," — Gp5 -- 42 +00 43 }00
— GK
454+00 t" 0 tg — G — 6"
E %ISTING GAS LINE (TYP)
— — — — cO — — — — — — — — — — — —
+
459+00 460 +00 LU 61 +00 462 +00 463 +00
J
HH
2
,. 0 30 60 120
Feet
NOTES
LEGENDw..�
REVISIONS
REFERENCE
DRAWINGS
EMS
URS Corporation -NOM Carolina
North Carollrs U—SS E C -2243
Piedmont
Natural G a s
N �
ATERBAR
LINE — suveR sLT EEXCE
-- -sA3°9 Ex� I uN TI N
O oDERTR. xnPpP
NEORARY RER XPL
- - -- w R.sP E 0
TLAXp Ey oRErLTERO�TLE
NBER AT ®BORE RT FOR 1—Ar.o BORE
EzISTluc ccNTOCR CNAIORI „.,�.. TEUV0— BRIoGE
„ ucTIOX ENrRAnw
NO.
DATE
DESCRIPTION
ENO.
DRAWN
CXK.
pRAWINO NO.
TITLE
1
0123/13
ISSUED FOR APPROVAL
NF
SR
AK --
`.
50 LOOP -WEST
EROSION CONTROL PLAN
FROM STATION 434 +00 TO STATION 461 +00
WAYNE, NC.
DRAWN BY
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1" 60'
JOB NO. 3991102{
DATE:
0123/2013
DRAWING NO: REV.
68LW- SEC -EC -017 SHEET 22 OF 52 1

O
SOL DELINEATgN ITTP.)
TEMPOMRV WORK SPACE (TVR)
U
PROPOSED GAS EASEMENT PROPOSED GAS LINE (T"T
C
o— — — — — — — — — — — — — — — — — — — v
!+00 +( 459 +pp 460 +0 W 61+ 46 + 46aroy 4Lt+ p 465 +00, 468 +00 467 +00 466 +00 469 +04 _ 470 +1 471x00 47p +0 4i3 +U0 W 74x00 47 *00 ��1Z6 +00 d)� +p
GP a — Gp5 GP' ? vPS — GPg — G!5 — Cs4S ° Cs45 °GP's — Ca — GPS — ca S -- GP�o ° Gp5 ° Cs 5 — vPA� — CaPh — G 5 — GP°+ — G y — csp� — G 5 —cap -° G45 G 5 ° GPS — V — GP5 ° V 9 ° GPS - ? — G S — e — G — op +L 9 —CAPS
J J
S
EXISTING EASEMENT -
EXISTING GAS LINE (TVP.)
10
\! -.. ..-
PROPOSED GAS
qraGPh G GPS Gpr3 +� _
1+00 „ G 483+
D 478+00 4 GPS GPg "' GP5 Gp5 V GP9 GPS G 485 +pp _
_ _ _ o°
_ 'i -- -- �' 477+00 GpA3 P9 Gp5 486 ` — — �� — — — — — — — — — — —
_ _
2 475+00 _ X476 G Gpy (�p�j . ,:
A G pg Dp
473+00 — Z G py G _ L'+P5 GPR 2
_ G G 487
71+00 GQ.y -- GP`S GOS A — — — — — — — — _ Gp� G� GP9 — GPS - GPg — G
v
f
- ACCESS ROAD PI3
EXISTING GAD'LW! (TVP.1
s EASEMENT
0 30 60 120
7eet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
ll�
URS CorporaDOn -NOM Carorna
No M Cuofiru L—w E C -2243
Piedmont
Natural G a s
0111
fA� w,TEa BAR
Rr u,IE — suvEa mLr EE"cE
soILTVPE
_cas s E Bnl ul TIN
Po :EL EAEENERT
- PORoRABENEaT p aE" RPL B
PoR,a.w�aK =P,�E
TLA,rD f5 CoaEPLTEROUTLEr
O IMBE S • "DREPnPOa .PoA LB aE
DODf� Bo
ceNTCUR nucRl TENP. BRLOE
��.�w SraEAK c ucnoNENTaAaw
®"
O
DATE
DESL0.IPTION
ENG
DRANM
CNK
DRAW NG NO
TITLE
1
0123/13
ISSUED FOR APPROVAL
NF
SR
-:. - AKI
515 LOOP -WEST
EROSION CONTROL PLAN
FROM STATION 461+00 TO STATION 488 +00
WAYNE, NC.
DRAWN BY.
NF
CHECKED BY: APPROVED BY. SCALE:
SR DC 1 " =60'
JOB NO. 39911024
DATE:
0123/2013
DRAWING NO: SHEET 23 OF 52 REV 1
SBLW- SEC -EC -016

S
1f
/ CO
/
/
w
1'^.'1 RROPOSED GAS LINE (TYR.) '
TENRORANY WORN SPACE V
SOL 1- 5+0
0
DELINEATION IYP I / _ � r C y,Estb+dS14ao0 Gg — ' 51
r
MtOPOSED GAS EASEMENT �' -�• �� �� II4 6
f ='
/! /!
MA7C141-INE 522 +00
o
EMOO UO `
- --
A/
s
e X yI - Y T1IEMCH}LUG n � S/
Ilk
�
E�f /
3 cli's
\ 9d, \ \ ✓ fyR PKO W 115 _ . - / ►�/ E RTFOIT Y►4-.--
wATUC osslµG
)))•
:r .. 'a00 GP •� „ 3 OR[MT ROII SACK / / I/ WET L(cNDWIJ7
wenAND DELMRATKNI /5_2. / ANDe�(TV I TY(
TM" MAT _ �( ((f LS /
--�CINS
O \ 7a \ SILTRENGE(TYR) . 0aO0 I ,:.. •11 s• I
s1 EE, : / WETLAND DELINEATION
-V TRENCH PLUOO �� TREMCX •L1IO // ' W11T`
\ \ MR
\ \ TMEER SAT
\ \ \
S2f
_- J
TE—RA. UCTION ENTRANCE(TYR)
TR."CCl �GpS CM
}t
Lr
jW E -
.... d °"
li
- J P'� i FERRY 9W / ..
/
i
e 0 30 60 120
i
y
:..._ Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
dM
URrt Corporation - Im, Carolina
North
North CAroNna Liunaa / C -2243
Piedmont
(V` J\ N a t u ra I Gas
~� —. T e R
-SR s
Rr urE
—SS suPEASiLTTErvcE
u a �u
O G ooErvTFYAxiTPOirn
nN, EASENEN,
- - ] W RNSV4iE O T— C.:'„°
TNEER NAT ® °°aEPTGOR UCx AI�o EOSE
-- Exisrwo ccNrc °a cNUCe) s- W TENP0. —.="'
ucnory ENTNArv<E
� ry
NO.
DATE
DESCRIPTION
ENO.
DRAWN
CHK.
DRAWING NO.
TITLE
1
0123 13
ISSUED FOR APPROVAL
NF
SR
AK _
-
5B LOOP - WEST
EROSION CONTROL PLAN
FROM STATION S10 +00 TO STATION 536 +00
WAYNE NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1 ".60'
REv
JOB NO. 39911024
DATE:
01/23/2013
DRAWING NO: SHEET 25 OF 52
SBLW- SEC -EC -020 1

'WETLAND )Mt15
TYPe PFO
y �
4
_ --_ - --
AND SORB (TYR) %. 544+00 GP+`+
� pps.,
GpoS
�� iNj ,.EL/ _ -.__+ TMD UEl1lMT unTNO OAE ( -
•QO `
^-- .,. cs4 +pQ ,.. , . � _- •- _ sEn LINe rn � � . ,.,° °""`"°`..w�- w;,,, ""�s,
..+* S3 S +QQ
PRGroSED aAE
GQS•
~ � REiry+ck r•NRE ,_ -,.. Gpg �, Gpg _ 33!+00 *i __ _/ � x / � ag '�O \�
IN
� q
TENPDRARY < ONSTRUCTION ENTRANCE IttP.) N,
SILTF CE IO
/ •` TEMPORARY WORK SPACE (TYP.) THE PLUG$
H /L1�1 .. ..:
\
IN
`J • / / '4.t, ^�' \ .,' ��� \-V \`` �\` r� SOiL pfu
iIp G . Tb
N.
G
GAs
\ G,pS +00
_ SOL DELINEATION (TYP.) PERMANENT ACCESS ROAD YI3A -� -1
GAS
C'aS ,y 4w1j MORE nT FOR JACN
AND MORE (IYP.) j •��Dp GPs I
2 W qS j l�
\ tiV %SSt +QQ �.� I o _ - ' - 5W!! -. GPg ,
\ \ CAS ` _ _ ' - SSTh00 GPg
GAS S GP
S
i
� I
TEMPORARY CONSTRUCTION ENTRANCE MA)
31LT PEEITYRI
O
r
NOTES
N
,
REVISIONS
REFERENC■ DRAWINGS
U NT
U COTPDED- NOE C
Nw Gmlr Ur S C -2243
jjfJd
T
0 30
60
120
NO,
DATE
Feet
ENO.
DRAW
NOTES
LEGEND
REVISIONS
REFERENC■ DRAWINGS
U NT
U COTPDED- NOE C
Nw Gmlr Ur S C -2243
011
P ' e d m o n t
Natura I Gas
_
APRCOm UN 1 -R
s
wR si—CE
PR V SOILTrPE
- -CA9 -A Exi8TwG0.` RDELINEnriON
r DPOSEDEASE woEN
- - - -? TE W,RKSPA E O� TREr,�NPL- rPOM
CORE FILTER OUTLET
RE P,T Pon JA« AuD
® - —E
- -- - - - -- ExiETxo coNrOUR ryAJOR) TEMPO — ERiDCE
STREAM SSSISSI CONSTRUCTION ENTRANCE
® �DSm
NO,
DATE
DESCRIPTK
ENO.
DRAW
C.K .
DRAWNG NO.
TITLE
1
01/2Y13
ISSUEOFOR APPROVAL
NF
SR
..
AK -
ss LooF - MOSSY
EROSION CONTROL PLAN
FROM STATION 536 +00 TO STATION 560 +00
WAYNE NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1' � 60'
JOB NO. 39911024
DATE:
01/23/2013
DRAWING NO: REV.
SHEET 20 OF 52
58LWSEC -EC -021 1

_- _. _ -._ _.._-
t— SO E DELERATION ITL)
EX I1nNa axl UNE ITrP.I
S
PROPOSED GAS EASEMENT _
EXISTING EASENItlIT _ ---- -
RA RY WORN SPACE ITY, I _/ .�._ - – – _ D
l .�
— — — — — — —
— — — — — -- -- GPS
= Spy +00 505+00 I,
o+ _ —,, 00 GP`�49J:06Pg - -`.�r��.� Gg6+00 — 497+00 OpL r00 GPS —GI's 99±OOGPS — GPS GPS —GPS m +GPS —GPS — GP$ —
_ m *�
490! 493
— — — — — — — — — v 46lWO GP`s GP`s 99 MS+00 —GPS 5
5 +00 486+00 487 +� _ Z 188+00 6P5 OPS — 6p5 C{� 493 +00 —GPS — GPg •—GPS .— OP5 — GPS — P9 —GPS J� o
GPS — GPS — GPS — GPS — GPS — GPS P'P' - L/ +
J PROPOSED GAS LINE ITYP.1 + _—
— O
E1Ei1EL9
I
D72 +p
314+00
\ \ \OOx \ \ O ��., /`
G,
�.y_+. j \ \ � V� \ � \ \ \ \ .. -, `` 1 ``•`\ ` TRENCH LUG / PgoP Oo TEMPORARYWORKSCE RP ,1 \
LM (Tw4
d
✓' \ \ \ JOJx \ ` `
\ !1a
\ \ \ TRFj{CH PLUG {f•.�T �3L ```
95x00 \ \ / �KoO / TLAt4D w139 �...``
Type P55
\ ACCESSROADRI3S�Bx0
4�. / W[STLIIND DELINEATION ik
..g��.•........,- _,..,W ``�.- 0 30 60'.\ 120
NOTES
LEOEND
ACCESa ROAD
LINE �� srER �A
-- -. -_ -- co7,1ACUNDAAr LINE LT FENCE
_ - -- wN.IC ROAD _r ►� aPER SILT FENCE
--GA* movcsEDU doETrPE
—cnsa I— CL SoILDELINEA,IG
r___73 MOPOS EDEASS.— HODENTRV.EXRPOIN
y,_. -_ -� Eu1 wGEA1ENENT TREHCHPLUG
-- ENPORUrvWGRKW,tE
xE AND CORE FATER OUTUT
MMMOM TINaw NAT ® SORE PIT FOR —AND ACRE
-._. ExlrrwG CaNrauR auoR1 !r rEMPORARr eRIDOE
��� SrREAN CONSTFUCT,GNENTNANCE
®ro
NO.
DATE
REVISIONS
DESCRIPTION
ENO.
DMNM
CNK.
REFERENCE
DRAWIINO NO.
DRAWINGS
TITLE _
HIM
URS CoroCn -North C—ilr
North CAmIirr Liwnr /C•7243
N �'
P i e d m o n t
Natural Gas
1
01/23113
_ _
ISSUED FOR APPROVAL
NF
SR
AK
SE LOOP -WEST
EROSION CONTROL PLAN
FROM STATION 488 +00 TO STATION 510 +00
WAYNE, NC.
DRAM BY:
NF
CHECKED BY: APPROVED BY: SCALE
SR DC 1 • = 60'
REV.
JOB NO. 39911024
DATE:
0123/2013
DRAWNG NO: SHEET 24 OF 52
SBLW- SEC-EC -019 1

AO\
\ u
\ TEMPORARY CONfT11VCTK)N ENTIGNCF ITYP.I O
' O a
\\ ACCESS ROAD # 2
\ z
\ \ 0 30 60 120
S
Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
"
URS Co
North C roliaruoLl— E C -2243
Piedmont
0121 Natural Gas
.CCESSaO.p ---1—
- - -- RRCP.n uuE �Ey s�L. EE „cE
wPER sut cEr+cE
A�, E Sp,Ltt „
pPOaEp E.EENERT
O Pa „ppEMRrExrtPpi „.
— 0 "E G „PLUG
TENPGR.R.woRRSP.ce
�a RL,ER OU,LET coR... RCRDRAWN
RER R., aE PI �p
- Ex ETIN G CONTOUR INNORI TENPOR.Rr 6a,pOE
s.RE.N c 1- 11—INCE
® "p
NO.
DATE
DESCRIPTION
ENO.
DRAWN
CNK.
DRAWING NO.
TITLE
1
0123113
ISSUED FOR APPROVAL
NF
SR
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SB LOOP - WEST
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ACCESS ROADS
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BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1 "�60'
JOB NO. 39911024
DATE:
0123113
DRAWING NO: REV 1
58LW- SEC -EC -022 SHEET 27 OF 52

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NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
URS Corporation -North Ca 1m,
North C-1 ----0 C -2243
Piedmont
M �' Natural Gas
sccESS RD50 rER B,R
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uNE —arm
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NO.
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DRAWN
CHK.
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TITLE
1
0123/13
ISSUED FOR APPROVAL
NF
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511 LOOP - WEST
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ACCESS ROADS
JOHNSTON, NC.
DRAWN BV:
NF
CHECKED BV: APPROVED BY: SCALE:
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JOB NO. 399110241
DATE: 0123/13
DRAWING N0 :5BLW-SEC -EC -023 SHEET 2E OF 52 REv
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MI
URSCorporation- NormCamlina
Norm Camhr La nsa E C -2243
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
MI
URSCorporation- NormCamlina
Norm Camhr La nsa E C -2243
Piedmont
0111 Natural Gas
ROAD fEY� Yb.TER enR
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TITLE
1
0123113
ISSUED FOR APPROVAL
NF
SR
AK'"
56 LOOP -WEST
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ACCESS ROADS
JOHNSTON, NC.
DRAWN BV:
NF
CHECKED BY: APPROVED BY: SCALE:
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JOB NO. 39911024
DATE:
0123!13
DRAWING NO: REv
ET
681W- SEC -EC -024 SHEET 29 OF 52 1

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NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
URS Corporation - Norm Carolina
Norm Carotin! License E C -2243
Piedmont
0111 Natural G a s
fwd wi
a
-11R sILI 1-11
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NO.
PATE
DESCRIPTION
ENO.
DflAVJN
CNK,
pRANANO NO.
TITLE
1
O V23113
ISSUED FOR APPROVAL
NF
SR
-
5B LOOP -WEST
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ACCESS ROADS
JOHNSTON, NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1' = 60'
JOB NO. 39911024
DATE:
0123113
DRAWING NO REV.
5BLW -SEGEC -025 SHEET 30 OF 52 1

CONX,E TION ENTRANCEI-)
ACCESS ROAD # 7
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2
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0 30 60 120
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NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
URS GorPoraean NoM Carolina
North CSmGnE LiunEeEC -2243
Piedmont
0111 Natural Gas
VNTBRBAR
&
weuc ROx°r oARV LNE _ aPER Srr FEMCE
,PE
CL
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STREAM c 1-0 1—ANCE
I� "D
NO.
DATE
pESCRIPTION
ENO.
DRAWN
CNK.
DRAWINONO
TITLE
1
01/23/13
ISSUED FOR APPROVAL
NF
SR
AK
.... -'-
`
SO LOOP - WEST
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ACCESS ROADS
JOHNSTON, NC.
DRAWN BY:
NF
CHECKED BV: APPROVED BY: SCALE:
SR DC J..60.
JOB NO. 39911024
DATE:
0123/13
DRAWING NO: REV.
6BLW- SEC -EC -026 SHEET 31 OF 52 1

1
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NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
UR6 Corp°nEDn -NOM Carolina
North Camkm Lianas 4 C -2243
0111 P i e d m o n t
Natural G a s
—ar—+ :u�T rFNCF
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® H°°
NO.
DATE
DESCRIPTION
ENO.
DRAWN
CNK.
DRAW1Np NO.
TITLE
1
012L73
ISSUED FOR APPROVAL
NF
SR
- AKI
w
56 LOOP - WEST
EROSION CONTROL PLAN
JOHNSTON NC.
DRAWN BY:
NIF
CHECKED BY: APPROVED BY: SCALE:
SR 60'
JOB NO. 39911024
DATE:
0123113
REV^
DRAWING NO: SHEET 32 OF 52 7
5BLW-SEC -EC -027

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30 60 120
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NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
URS Corporation Carolina
North Camlir. Liunse A C -2243
V1 Piedmont
Natural Gas
ssTViNE v.TER E
wl.Nty couxosRVUxE --...�
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NO.
DATE
DESCRIPTION
ENO.
DRAWN
CNK.
DRAWING NO.
TITLE
1
0123/13
ISSUED FOR APPROVAL
NF
SR
AK
., --
SB LOOP -WEST
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ACCESS ROADS
JOHNSTON, N
DRAWN BV:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC
JOB NO. 39911024
DATE:
0123/73
DRAWING NO: SHEET 33 OF 52 REv 7
SBLW- SEC -EC -026

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NOTES
LEGEND
REVISIONS
I REFERENCE DRAWINGS
■
T ■ 1M
URSCopo n C
NoM CAro% - Lun- t C -2243
Piedmont
0111 N a t u ra I Gas
ACCESS ROAD -- -TER BAR
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® "D
NO.
DATE
DESCRIPTION
ENO.
DRAWN
CHK.
Dft MNO NO.
TITLE
1
D12Y1
ISSUED FOR APPROVAL
N
SR
A . -. ",.. �-..'
56 LOOP - WEST
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ACCESS ROADS
JOHNSTON, NC.
DRAWN BV:
NF
CHECKED BV: APPROVED BV: SCALE:
SR EC 1' ° 60'
JO! NO. 3g11D21
DATE:
012Y13
DRAWN3 NO: REv
68LW- SEC -EC -029 SHEET 34 OF 52 1

O
i
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PERMANENT ACCESS ROAD # 8
O
PERMANENT ACCESS ROAD # 8
C ©7
4V
2
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Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
NOM CEro1- L-O i C -2243
Piedmont
0111 Natural G a s
� fA� N4TER BtP
-
♦RV uNE —.EI— suPER 'ICE
PUBLIC ROAD
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NO.
DATE
DESCRIPTION
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DRAWN
CHK.
DRAWING NO.
TITLE
1
0123/13
ISSUED FOR APPROVAL
NF
SR
.. - —
SB LOOP -WEST
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ACCESS ROADS
JONNSTON, NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BV: SCALE:
SR DC 1 ". 60'
JOB NO. 39911024
DATE:
0123/13
DRAWING NO:
68LW- SEC -EC -030 I SHEET 33 OF 62 REV 1

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0 30 60 120
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NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
URS Corporation - P- Carolina
North Carolina License t C -2243
011 Piedmont
Natural Gas
♦c<ESS ao,D ��� verEa ana
PaoPER,.uNE —ee�
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f� "D
NO.
DATE
DESCRIPTION
ENO,
DRAWN
CHK,
DRAWING NO.
TITLE
1
0123113
ISSUED FOR APPROVAL
NF
SR
_
AK - - —
58 LOOP - WEST
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ACCESS ROADS
JOHNSTON,
DRAWN BV:
NF
CHECKED BY: APPROVED BY: SCALE:
APPROVED
DC
JOB NO. 39911024
DATE:
0123113
DRAWING NO: SHEET ] OF 52 REv 1
W_
SBLW- SEC -EC -031

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0 30 60 120
Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
URSC
B�firoon -NmhC -2243
NorN C R Li • C -223
0121 Piedmont
Natural Gas
-° N
A1111111A1 __ — Pusuc
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NO.
DATE
DESCRIPTION
ENO.
DRAWN
CHK.
DRAWING NO.
TITLE
1
0123/13
ISSUED FOR APPROVAL
NF
SR
- -
58 LOOP - WEST
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ACCESS ROADS
JOHNSTON NC.
DRAWN BY:
NF
CHECKED Sr. APPROVED BY,
SR DC 1' - 60'
JOB NO. 39911024
GATE:
0123/13
DRAW NG NO: REV.
SBLW- SEC-EC-032 SHEET 31 OF 52 1

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NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
��
URS CorpomboD -Norm Carolina
North C..h- Liana t C -2243
0111 Piedmont
Natural G a s
fA� Mr a
-- - ry —..� B ER C
— —ER Gal FEIICE
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.�.. sTRE "N ®N U_Err ANCe
O.
DATE
DEBC0.IPTION
ENG,
DRAWN
CNK.
DRAWING NO.
TITLE
1
01/23/13
ISSUED FOR APPROVAL
NF
SR
AK-
SB LOOP -WEST
EROSION CONTROL PLAN
ACCESS ROADS
WAYNE, NC.
DRAWN BY: NF
CHECKED BY: SR APPROVED BY: SCALE: 1' 60'
JOB NO. 3991102/
DATE:
0123/13
DRAWING NO: SHEET 3t OF 52 REV 1
5BLW- SEC -EC -033

0
0
0
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551
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ACCESS ROAD # 10
IS
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na WE,Tt'AND waI�
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0
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f
NOTES
LEGEND
3
REVISIONS
.. .... YJE LAND.i o2
r
-ype�PFO
DRAWINGS
URS CorpouGOn - NorEt cumina
North GrolinE Lieens• E C -2243
r6111 Piedmont
Natural Gas
f_Yf EWETLAND [.102
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—E- — c ucTloR 111—ce
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NO.
DATE
551
m
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O
0 ._
INETLANO DELINEATION •/ - ,WE TLANDw x101
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ACCESS ROAD # 10
IS
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0
O
0 30 60 i. 120
f
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
URS CorpouGOn - NorEt cumina
North GrolinE Lieens• E C -2243
r6111 Piedmont
Natural Gas
.. PRROO— 'I- � —A� vrr[R exc
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Go- RvuNE
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—E- — c ucTloR 111—ce
® H
NO.
DATE
DESCRIPTION
ENO.
DRAWN
CNK.
DRAWING NO.
TITLE
1
0123/tJ
ISSUED FOR APPROVAL
NF
SR
AK- -
SB LOOP -WEST
EROSION CONTROL PLAN
ACCESS ROADS
WAYNE, NC.
I
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE.
SR DC 1• 60'
JOB NO. 39911024
DATE:
0123/13
DRAWING NO REv
5BLW- SEC -EC -034 SHEET 39 OF 52 ,

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30 so 120
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NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
DROBC orporation - NorE+ Carolina
N rN CErogna Licenaa 4 C -2243
0111 P i e d m o n t
Natural Gas
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NO.
DATE
DESCRIPTION
ENO.
DRAMR+
CNK.
DRAYJINO NO.
TITLE
1
0123113
ISSUED FOR APPROVAL
NF
SR
- ' , . -- - -
5B LOOP - WEST
EROSION CONTROL PLAN
ACCESS ROADS
WAYNE, NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1 " =60'
JOB NO. 39911024
OATE:
0123/13
DRAWING NO:
5BLW- SEC -EC -035 SHEET 40 OF 52 REV 1

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I
f I 0 30 60 120
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NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
URS Corporation - NoM Carolina
North Carolina L-nm t C -2243
0121 Piedmont
Natural Gas
ACCE65 aoA0 — w'EaBxR
uNE
Co DNTreounoARr LINE tiP� LT RENCE
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MBER MAT BORE RT EOa JACAND BORE
ECONTOUR,Me RI TEMaoRARV Ba DcB
.PR..�.. STREAM c UcT'ON E ANCE
® "D
NO.
DATE
DESCRIPTION
ENO.
DRAWN
CHK.
DRAWNONO.
TITLE
1
0123717
ISSUED FOR APPROVAL
NF
SR
AK
5B LOOP -WEST
EROSION CONTROL PLAN
ACCESS ROADS
WAYNE NC
a
DRAWN BY:
NIF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1' a 60'
JOB NO. 3991102!
DATE:
01/23!13
DRAWING NO: SHEET 41 OF 62 REV 1
6BLW- SEC -EC -036

v
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AND BORE RM..) 0
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OI TEYPORARr asnfrh �' � °"" � ���J CONO TRUCKN ENTRANCE RP)
`
„,1_
0 30 60 120
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NOTES
LEGEND
REVISIONS
I REFERENCE
DRAWINGS
L
VRS Go,mkf L,,nmN C -2243
North C=mYry Lb®ns� i C -2213
Piedmont
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weLic ROSO mow' —TE""
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®"
NO.
DATE
DES RrPTION
ENG,
DRAWN
CHK
DRAWING NO
TITLE
1
01123/13
ISSUED FOR APPROVAL
NF
SR
AK_
5S LOOP - WEST
EROSION CONTROL PLAN
ACCESS ROADS
WAYNE, NC.
DRAWN 8V:
NF
CHECKED BY: APPROVED BV: SCALE:
SR DC 1" = 60'
JOB NO. 39911024
DATE:
0123!13
DRAWING NO: REv
66LW- SEC -EC -037 SHEET 42 OF 62 1

BALES Cl. A.R— �E 81M1'IFE
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NOTES LEGEND REVISIONS REFERENCE DRAWINGS � 0111 wnTER R,a NO. DATE DESCRIPTION ENG. DRAWN CHK. DRAWING NO. TITLE Piedmont
- --sa —� a 1 01f23/13 ISSUED FOR APPROVAL NF SR
Prune N. C ..I,DSOn - se V C- 243 Natural Gas
s.1PER sLT FENCE NoM Carolina Litensa � C -2743
— GAIII.0 MOECSED CL saLTIPE
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D RR G HDDENTRI— TP -INT EROSION CONTROL PLAN
IX w«Rm, E ® COREF 01OOLET Ga R LAYDOWN YARD
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N6EPN,T REPTF. «,wK N .. E
- D.noaP INUOPI IN, - DRAWN BY CHECKED BY: APPROVED BY: SCALE:
....�.. IRE- c _ - TI— ETk,NCe NF SR DC 1' = 100'
® H00 SHEET 43 OF 52
JOB NO. 39911024 DATE: DRAWING NO: REv
01/23/2013 SBLW- SEC- EC -03E 1
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NOTES LEGEND REVISIONS REFERENCE DRAWINGS � 0111 wnTER R,a NO. DATE DESCRIPTION ENG. DRAWN CHK. DRAWING NO. TITLE Piedmont
- --sa —� a 1 01f23/13 ISSUED FOR APPROVAL NF SR
Prune N. C ..I,DSOn - se V C- 243 Natural Gas
s.1PER sLT FENCE NoM Carolina Litensa � C -2743
— GAIII.0 MOECSED CL saLTIPE
cns F E, ,N m, of ,n T,on 5B LOOP - WEST
D RR G HDDENTRI— TP -INT EROSION CONTROL PLAN
IX w«Rm, E ® COREF 01OOLET Ga R LAYDOWN YARD
AETL D
� WAYNE, NC.
N6EPN,T REPTF. «,wK N .. E
- D.noaP INUOPI IN, - DRAWN BY CHECKED BY: APPROVED BY: SCALE:
....�.. IRE- c _ - TI— ETk,NCe NF SR DC 1' = 100'
® H00 SHEET 43 OF 52
JOB NO. 39911024 DATE: DRAWING NO: REv
01/23/2013 SBLW- SEC- EC -03E 1

STEP 1
ARRANGE HAY BALES OVER GEOTEXTILE FABRIC ON
LEVEL LAND TIGHTLY PACKED AS SHOWN TO
COVER AN AREA APPROXIMATELY 12' . 12'
INSTALL
ON THE
NOTES:
I- WHERE POSSIBLE STRUCTURE SHALL BE PLACED ON A LEVEL. HELL VEGETA
SITE SUCH THAT WATER WILL FLOW AWAY FROM STRUCTURE AND ANY WON
2. CONTRACTOR SHALL PROPERLY REMOVE AND PROPERLY DISPOSE OF DEWAT
STRUCTURE IMMEDIATELY UPON COMPLETION OF DEWATERING OPERATIONS.
UNDER NO CIRCUMSTANCES SHALL USED DEWATERING STRUCTURES BE LEFT
IN PLACE FOR A PERIOD OF TIME GREATER THAN b HOURS AFTER DEWATIL-n
OPERATIONS ARE COMPLETE.
}, STRUCTURE SHOULD BE POSITIONED SUCH THAT WATER WILL NOT FLOW INTO ANY
WETLANDS OR WATERBODIES.
5TEP 3
INSTALL SEDIMENT BARRIER, IF REWIRED BY
COMPANY REPRESENTATIVE. AROUND ENTIRE
HAY BALE STRUCTURE AS SHOWN.
DEWATERING STRUCTURE Ds.�
TEMPORARY EROSION CONTROL MEASURE
SCALE: N.T.S.
j STEP 4
INSTALL ANOTHER LAYER OF HAY BALES
ON THE OUTSIDE OF THE SEDIMENT BARRIER
AND SECURE IN PLACE BY DRIVING REBAR
OR WOODEN STAKE THROUGH EACH OF THE
OUTER HAY BALES. (STAKES NOT SHOWN
FOR CLARITY PURPOSES)
NOTES
DISCHARGE NOSE SEDIMENT BARRIER 1. SEDIMENT BARRIRS SHALL BE INSTALLED AS DEPICTED AND ALONG DOWN GRADIENT SIDES
SPOIL PILE IBM (D SLOPE SIDE) (�') OF WORN AREAS MID STAGING AREAS SUCH THAT NO HEAVY SILT LADEN WATER ENTERS THE
SPOIL PILE WATERBODY ON LEAVES THE CONSTRUCTION RIGHT -OF -WAY
_WATERBOOY BALK (TYP)
2 HARD DITCH PLUGS MUST REMAIN N PLACE AT CONVENIENT LOCATIONS TO SEPARATE MAINLINE
- 3 DITCH FROM THE WATERBDOY CROSSING UNTIL THE .111 1 CROSSING 11 INSTALLED AND
BACKFIUED.
EQUIPMENT OPERATING N DE WATERBODY SHALL BE DOTED TO THAT NEEDED
TO PERFORM CONSTRUCTION. IF OTHER TYPES OF EQUIPMENT MUST CROSS
THE WATERBODY, CONTRACTOR SHALL PROVIDE AND USE A TEMPORARY STREAM CROSSNNG (BEC).
PUMP (SEE NOTE S) 4. STAGING AREA(S) FOR WAIERIMY aMSNG(% MEN REQUIRED. 94ALL BE LOCATED AT LEAST
1fEN01 PLUG (1P) ROD RID (� 5D FEET FROM WATER'S EDGE AND SHALL BE
(SEA HIDE e) (� NOTE 0 OF A MINIMUM 9S NEEDED FOR CONVENIENT PREPARATION.
S. IMPLEMENTATION OF TIE DAN - AND -HAP CROSSING METED MUST MEET THE FOLLOWING
PERFORMANCE CRNERM:
(A) USE SUFTICENT PUMPS, INCLUDING ON -SITE BACKUP PUMPS, TO MAINTAIN DOWNSTREAM FLOWS.
DIVISION (B) CONSTRUCT DAMS WITH MATERIALS THAT PREVENT SEDIMENT AND OTHER POLLUTANTS FROM
E14TERM THE WATERBODY (E.G.. SANDBAGS OR CLEAN GRAVEL WIN MASTIC LINER).
(4[ NOTE / I) (C) SCREEN PUP NTAKEk
ERSIOII (E) MOMTORT STREAMBED SCOUR AT PUMP DISCHARGE.
(SEE HIDE / THE D AND ION A PUMPS TO ENSURE PROPER OPERATION THROUGHOUT THE
,6 (S >! V I I I FILTER/SCREEN WATERBODY CROSSING
S I 8. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DALY AND
SANDBAGS WITH REPAIRED IF NECESSARY.
MASTIC LINER TO I INSTALL REMOVABLE EA SEDIMENT
7, INSTALL DIVERSION TRENCHES AT THE BASE O ALL SLOPES ADJACENT TO
FORM UPSTREAM E BARBER O pWIVEABLE BERM
DOWNSTREAM DAYS ACROSS ROADWAY THE WATERBODY.
(SEE NOTE 5) 8. CHEMICALS, FUELS AND LUBRICATING OLS SHALL NOT BE STORED AND EQUIPMENT
WATERBODY 1EIPORAR SIREN SHALL NOT BE REFUELED WITHIN 100 FEET OF THE WATERBODY.
Y
QOCSSK (DEC) PER DETAIL 9. INSTALL TRENCH PLUGS ON BOTH SIDES OF THE WATERBODY TO PREVENT DRER90d
(SEE TOE E 3) OF WATER INTO UPLAND PORTIONS OF THE PIPELINE TRENCH AND TO KEEP ANY
------- ACCUMULATED TRENCH WATER OUT OF THE WATERBODY.
M 10. CONTRACTOR SHALL POSTPONE GRADING O RIGHT -CF -WAY ADJACENT TO WA09MY
PLAN UNTIL STAGING AREA IS PREPARED AND WORK IN THE WATERBODY IS READY TO COMMENCE.
SCALE: N.T.S.
DAM AND PUMP CROSSING DPx
TEMPORARY EROSION CONTROL MEASURE
SCALE: N.T.S.
NOTES
REFERENCE DRAWINGS
DRAWING NO. TITLE
9
PIPE SMALL BE WELDED
M A T E R I AL S U M M A R Y 1 R E V I S I O N S
DESCRIPTION I CITY (ACTUAL) NO. I DATE I BY I DESCRIPTION
INSTALL GEOTEXTILE FABRIC COMPLETELY 2 LAYERS EE 2 . 2 . 1
BENEATH ENTIRE DEWATERING SECURELY TIED BALES OF
STRUCTURE AS SHOWN TO HAY OR STRAW
PREVENT SCOURING
INSTALL A LAYER OF 'HIGH
ETRCENCY IRS AR FILTER
MEDIA' BEPIEEN ROWS
O NAY OR STRAW BALES.
SECTO
Y . 2' WOODEN STAKE
(TYP.)
NOTE
STAKES SECURING -HIGH EFFICIENCY 865
AIR FILTER MEDIA- AND CHICKEN WARE
FENCE ARE NOT SHOWN FOR CLARITY
PURPOSES.
NOTES
1. STRUCTURE SHALL BE PLACED ON A LEVEL WELL VEGETATED SITE SUCH THAT WATER
WILL FLOW AWAY FROM STRUCTURE AND ANY YORK AREAS.
2. FLOW RATES THROUGH DISCHARGE AND DVERTOR PIPES SHALL BE SUCH THAT
STRUCTURE WILL NOT OVERFLOW.
3. WHERE CONDITIONS WARRANT A 30 . 30' RECTANGULAR STRUCTURE MAY BE
SUBSTITUTED FOR THE CIRCULAR CONFIGURATION SHOWN.
4. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTABLE VALUES AND MAY BE VARIED
DEPENDING UPON SPECIFIC LOCATION.
5. CONTRACTOR SHALL PROPERLY REMOVE AND DISPOSE OF DEWATERING STRUCTURE
IMMEDIATELY UPON COMPLETION OF DEWATERING OPERATIONS. UNDER NO CIRCUMSTANCES
SHALL USED DEWATERING STRUCTURES BE LEFT IN PLACE FOR A PERIOD OF TIME
GREATER THAN 48 HOURS AFTER DEWATERING OPERATIONS ARE COMPLETE
e. -HIGH EFFICIENCY 865 AIR FILTER MEDIA- CAN BE PURCHASED FROM THE FOLLOWING:
UNITED AIR FILTER COMPANY
1000 WEST PALMER STREET
CHARLOTTE, NORTH CAROLINA 28234
(704) 334 -5311
HYDROSTATIC DEWATERING STRUCTURE
tAaa
TEMPORARY EROSION CONTROL MEASURE
SCALE: N.T.S.
UR.S
Piedmont
URS CpPam
N111
Natural Gas
NOM CarafnR Lilsms Y G2243
UONDAIG 43
56 LOOP - WEST
SOIL EROSION
AK:
CONTROL DETAILS
NORTH CAROLINA
DRAWN ITT:
CHECKED W: APPROVED M: SCAT
OHW
SR DC
NO. 39411024
��'01 /23/13
58LW- No SHEET 44 OF 52 SEC-DTI _M,

W
y
CONSIR D I R.O.W.
e rt Ne A A
REMOVABLE SEDIMENT
smIMDHT BARRI =_
%xEn,no
BARRU (SEE NOTE 1)
-
�
WRWD MFffR Wr
u
SEDIMENT BARItER
,I,
SEdA9NT `z
(SEE NOTE {)
] REMOVABLE SEDIMENT
SEDIMENT 51YCUT tcPSOa s
BuDRIn •
-1M1L
,,
RA"MR —
S
BARRIER (SEE NOTE i)
I R —_
S�
1p. ,�. .JI, 10' MH
SoDNENr 4
BARRIER
WOOING SIDE ]
TOR SOa
INNER EWPIENT MATS
YaIL Ytt
�F CONSTRUCTION
sPaa -
-
— PROPOSED PPEUNE WORK CORRIDOR
NBtAWRICAtFD
E
- - SLIDER
CROSS SECTION D
SCALE: N.T.S. WETUxc
sECIUENr
—RER
EVERSION TERRACE
(SEE NOTE 2)
CROSS SECTION —
—
SCALE: N.T.S.
AL
ro)
—_
—
sruL
TRENCH PLUG
vA�FK
(SEE NOTE J)
311
uATs
DIVERSION TERRACE.-
PLAN VIEW
(3E NOTE 2)
SCALE: N.T.S. >
EgnvuDNT
enc%HOE
CONSTRUCTION PROCEDURE NOTES TS
PLAN
WETLAND BOUNDARY
(BNONE S)
1, FLAG WETLAND BOUNDARIES AND INSTALL BOUNDARY SIGNS PRIOR TO CLCARING
PLAN VIEW
2. NO OVERNIGHT PARKING OR REFUELING OF MOBILE EQUIPMENT IS ALLOWED WITHIN 100 FEET OF WETLAND. PLACE 'NO FUELING
CONSTRUCTION PROCEDURE NOTES SCALE: N.T.S.
SIGN POSTS 100 MT BACK FROM WETLAND BOUNDARY. REFUEL STATIONARY EQUIPMENT AS PER SPCC PLAN.
'IU9FR KAT EMTIS_N RAMP
1. MG WETLAND BOUNDARIES AND INSTALL WETLAND BOUNDARY SIGNS PRIOR TO CLEARING.
G INSTALL TEMPORARY SLOPE BREAKERS UPSLOPE OF WETLAND BOUNDARIES AS SHOWN ON DRAWINGS AND SPECIFlCATONS
2. NO OVERNIGHT PARKING OR REFUELING OF NOBLE EQUIPMENT IS ALLOWED WTHBN 100 FEET OF
NOTES
INSTALL PRFFABNCAMD EQUIPMENT MATS THROUGN ENTIRE WETLAND AREA ON THE WU16(NG SIDE OF THE CONSTRUCTION
{'
—
WETLAND. PLACE -ND FUELING' SIGN POSTS 100 FEET BACK FROM WETLAND
CORRIDOR.
BOUNDARY. REFUEL STATIONARY EQUIPMENT AS PER SPCC PLAN.
1. INSTALL REMOVABLE SEDIMENT BARRIERS OR DRIVEABLE BERMS ACROSS THE TRAVEL LANE AT BOTH
5. AVOID ADJACENT WETLANDS. INSTALL SEDIMENT BARRIERS AT OUTER BOUNDARIES OF THE WETLAND. INSTALL SEDIMENT
1. INSTALL TEMPORARY SLOPE BREAKERS UIPSLOPE OF WETLAND BOUNDARIES AS SHORN ON DRAWNGS AND SPECIFICATIONS.
WETLAND BOUNDARIES. THE REMOVABLE SEDIMENT BARRIERS CAN BE REMOVED DURING THE CONSTRUCTION DAY,
BARRIERS ALONG THE EDGE OF THE SPOIL SIDE OF THE CONSTRUCTION CORRIDOR THROUGH THE WETLAND AND ALONG
BUT MUST BE RE- INSTALLED AFTER CONSTRUCTION HAS STOPPED FOR THE DAY AND /OR WHEN HEAVY
THE DOWNSLOPE EDGE OF THE WETLAND. F THE DOWNSLOPE EDGE OF THE WETLAND IS TIE SPELL SIDE. THEN SEDIMENT
PROPLE
4. AVOID ADJACENT WETLANDS. INSTALL SEDIMENT BARRIERS AT OUTER BOUNDARIES OF WETLAND AND ALONG
BOTH WETLAND EDGES.
PRECIPITATION IS IMMINENT.
BARRIERS ARE NOT REQUIRED ON THE WOOING SIDE OF THE CORRID UNLESS EQUIPMENT TRAVERSING THROUGH THE
WERAND CAUSES SPOIL AND SEDIMENT TO EMT THE CONSIRUCTCN CORRIDOR.
5. UNIT PUUJNG OF TREE STUMPS AND GRADING ACTIVITIES TO DIRECTLY OVER TRENCNUNE. DO NOT GRADE OR REMOVE
2. NSTALL DIVERSION TERRACES IMMEDIATELY UPSLOPE OF BOTH WETLAND BOUNDARIES TO PREVENT SEDIMENT FROM
6. UNIT PULLING OF TREE STUMPS AND GRADING ACTIVITIES TO DIRECTLY OVER THE TRENCHLNE. DO NOT GRADE OR
STAMPS OR ROOT SYSTEMS FROM THE REST OF THE RIGHT -OF -WAY IN WETLANDS UNLESS THE Guff INSPECTOR AND
ENTERING THE WETLAND.
REMOTE STUMPS OR ROOT SYSTEMS FROM THE REST OF THE RIGHT -OF -WAY IN WETLANDS UNLESS THE CHIEF INSPECTOR
COMPANY ENVIRONMENTAL INSPECTOR DETERMINE THAT SAFTY- RELATED CONSTRUCTION CONSTRAINTS REQUIRE REMOVAL OF
COMPANY ENVIRONMENTAL NSPECTOR DETERMINE THAT SAFTY RELATED CONSTRUCTION CONSTRAINTS REQUIRE REMOVAL OF
TREE STUMPS FROM UNDER THE WORKING SIDE OF THE RIGHT -OF-WAY.
3, INSTALL TRENCH PLUGS AT BOTH V£TLAND BOUNDARIES TO PREVENT DIVERSION OF WATER INTO UPLAND PORTIONS
AND
TREE STUMPS FROM UNDER THE WORKING SIDE Of THE RIGHT -OF -WAY.
NOTES
1, PERIODICALLY CHECK INSTALLATION AND REMOVE BULD -UP OF SEDIMENT OR
6. TOPSOIL STRIPPING SHALL NOT BE REQUIRED IN SATURATED SOIL CONDITIONS.
OF THE PIPELINE TRENCH AMD TO KEEP ANY ACCUMULATED UPLAND TRENCH WATER OUT OF WETLAND.
CONDUCT TRENCH UK TOPSOIL STOPPING (If TOPSOIL IS NOT SATURATED). SALVAGE TOPSOIL TO ACTUAL DEPTH
7. OR A MAXIMUM DEPTH a 12 IN TRIP A$ DETERMINED BY THE COMPANY ENVIRONMENTAL INSPECTOR. SEGREGATED TOPSOIL
OEBRNS.
2. MATERIALS PLACED N WETLANDS SHALL BE COMPLETELY REMOVED DURING
T. UTILIZE AMPHIBIOUS EXCAVATORS (PONTOON MOUNTED BAO(XOES) OR TRACKED BACKHOES SUPPORTED BY PREFABRICATED
4. FOR TYPE 11 (- SATURATED -) AND TYPE IN (- FLOODED -) WETLANDS, INSTALL SEDIMENT BARRIERS AT WETLAND
PRE MAY BE LOCATED ON SPOIL SIDE. AS REQUIRED.
FINAL CLEAN -UP. REMOVAL OF THIS STRUCTURE IS NOT CONTINGENT UPON
EQUIPMENT MATS OR FLOAM TO EKCAVATE TRENCH. F PREFABRICATED EQUIPMENT MATS ARE USED FOR STABILIZATION,
BOUNDARIES AND ALONG BOTH WETLAND EDGES FOR TYPE 1 DRY WETLANDS, INSTALL SEDIMENT BARRIERS
)THE
d LEAVE HARD PLUGS AT 111E EDGES di WETLAND UNTIL RUST PRIOR TO TRENCHING,
ESTABLISHMENT OF PERMANENT VEGETATION.
ME BACKHOE SHALL GRADUALLY MOVE ACROSS THE WETLAND BY MOVING THE MATS FROM IMMEDIATELY BEHIND TO
IN N FRONT OF THE BAOKHOFS PAM.
AT METLANO BOUNDARIES, ALpJC THE EDGE OF ONE SPOIL SIDE OF CONSTRUCTION CORRIDOR AND ALONG
THE DOWNSLOPE EDGE OF THE WETLAND. IF THE DOWNSLOPE EDGE OF THE WETLAND IS THE SPOIL SIDE, THEN
S. TRENCHING THRQNGH WETLANDS MAY PROCEDE WHEN THE PIPE SECTI ON IS FABRICATED AND READY TO LAY. ONCE TRENCHING
1 li A WAIERBODV IS LOCATED WTHM A WETLAND SYSTEM, EXTEND TIMBER
EQUIPMENT MATS TO THE BRIDGE EQUIPMENT CROSSING (KC) USED TO CROSS ME
8. FABRICATE PPE IN A STAGING AREA OUTSIDE THE TYPE IN WETLAND AS INDICATED ON TIE CONSTRWIICN DRAWINGS
SEDIMENT BARRIERS ARE NOT REWIRED ON THE WORKING SIDE OF THE CORRIDOR UNLESS EQUIPMENT
COMMENCES. CONSTRUCTION THROUGH THE WETLAND IS TO PROCEOE CONTINUOUSLY UNTIL THE CROSSING IS COMPLETED.
NMTERBCDY IN ORDER TO ALLOW FOR CONTINUOUS TIMBER EQUIPNENT MAT COVERAGE
NO CONCRETE COATING ACTIVITY WITHIN 1DO FEET OF WETLAND BOUNDARY, UNLESS APPROVED BY COMPANY
TRAVERSING THROUGH THE WETLAND CAUSES SPOIL AND SEDIMENT TO EXIT THE CONSTRUCTION CORRIDOR.
BACKFLLED AND RESTORED IN ORDER TO MINIMIZE THE LENGTH Of TIME THE TRENCH IS OPEN.
THROWN THE WETLAND AND WATERSODY AREA.
ENVIRONMENTAL INSPECTOR.
1O PIPE SECTION MAY BE FABRICATED WITHIN THE WETLAND ADJACENT TO NPE TRENCH. OR IN STAGING AREA OUTSIDE THE
4. USE POORtLAL AT LAYERS 1a RAISE CROSSING ABOVE GRADE
WHERE POOR SOIL CONDITIONS C %UST.
S. LEAVE HARD PUGS AT THE EDGE OF TYPE NI WETLAND UNTIL JUST PRIOR TO PIPE PLACEMENT.
INE 1_ 0 AND WALKED IN. NO CONCRETE COATING ACTIVITY WITHIN ROD FEET OF WETLAND BOUNDARY UNLESS APPROVED
BY COMPANY ENVIRONMENTAL INSPECTOR.
.CON
5 TUBER EQUIPMENT MATS SHALL EXTEND A ANNUM OF 10 FEET OUTSIDE
10. GLOAT PIPE IN PACE, LOWER -IN, INSTALL IAENOI PLUGS N ACCORDANCE WITH DRAWINGS AND SPECFICATOHS,
11' LOWER -IN PIPE. PRIOR TO BACK ILLNG TRENCH. INSTALL TRENCH PUGS IN ACCORDANCE WITH DRAWINGS AND
OF THE WETLAND BOUNDARIES.
AND BACKFLL
11. RESTORE GRADE TO NEAR PRE - CONSTRUCTION TOPOGRAPHY AND INSTALL PERMANENT EROSION CONTROL.
SPEGFICATIONS.
RESTORE GRADE TO NEAR PRE- CCNSTRWTON TOPOGRAPHY, REPLACE TOPSOIL AND INSTALL PERMANENT
6. NSTALL EARTHEN RAMP APPROACHES TO TIMBER EQUIPMENT MATS. EARTHEN RAMPS
TO BE CONSTRUCTED OF UPL AND MATERIAL TOP SO4 SHAH NOT BE USED TO
CONSTRUCT EARTHEN RAMPS.
12. REMOVE ANY MATS Ut1UZE0 TO SUPPORT AMPHIBIOUS EQUIPMENT FROM WETLANDS UPON COMPLETION
12' EROSION CONTROL.
it WETLANDS CROSSED USING PUSH/PULL METHOD TEND TO BE TOO NET FOR EFFECTIVE SEEDING. HOWEVER. IF THE SITE
/J' REMOVE PPABNCATED MATS FROM WETLANDS UPON COMPlF110N.
, DRY ENOUGH AND F DIRECTED By THE ENVIRONMENTAL INSPECTOR, THE RIGHT -OF -WAY SHALL BE SEEDED IN
ACCORDANCE WITH DRAWINGS.
14. SEED DISTURBED WETLANDS AREA AS OETERMNEO BY THE ENVIRONMENTAL INSPECTOR AND AS SHOWN ON DRAWINGS.
WETLAND CROSSING CONFIGURATION
WETLAND EQUIPMENT CROSSING
TYPE III "FLOODED WETLAND"
TYPE I "DRY WETLAND''
TEMPORARY EROSION CONTROL MEASURE
(TYPE I, II AND III WETLANDS)
INSTALLATION PROCEDURE
INSTALLATION PROCEDURE
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SIDE RAIL
(M. BOTH SIDES
t ll(�I �lll(
�BR
EOUPNENT
UAT
INDIES
GEDTE %TIRE 1. TIMBER BRIDGES SHALL BE ADEQUATELY ANCHORED AT BOTH ENDS.
FABNC 2 PERIODICALLY CHECK BRIDGE INSTALLATION AND REMOVE BUILD —UP OF SEDIMENT OR
DEBRIS ON BRIDGE.
I
1 BRDGE APPROACHES SHALL BE TIMBER EQUIPMENT MATS,
SUREAU 4. MATERIALS PLACED ALONG STREAM CHANNEL SHALL BE COMPLETELY REMOVED DURING
` FINAL CLEAN—UP. REMOVAL OF THIS STRUCTURE IS NOT CONTINGENT UPON
ESTABLISHMENT OF PERMANENT VEGETATION.
USE CULVERT � �'' `1` S
CULVERTS SHALL BE USED TO SUPPORT THE TUBER BRIDGE TO PREVENT
US SCULVET
"N'S" RRN101' SETTLEMENT OF THE BRIDGE. F THE GEOMETRY OF THE STREAM ALLOWS
CULVERTS TO FOR SUCH INSTALLATION. THE TIMBER BRIDGE AND GEOTE %TILE FABRIC SHALL
CONSIST OF REMAIN ABOVE THE WATER SURFACE ELEVATION AT ALL TIMES
CLEAN USED PPE 6. SIDE RALS SHALL BE INSTALLED ON BOTH SIDES OF THE BRIDGE EQUIPMENT
N 1 Y DINTS
CROSSING IN ORDER TD PREVENT SEDIMENT FROM ENTERING THE WATERBODY.
nQES AND RUST. SIDE RALS TO BE CONSTRUCTED OF PLVWDCO NAILED TO THE OUTER EDGES OF
THE TIMBER EOUPNENT MATS
SIE RALS T. TIMBER EQUIPMENT MATS SHALL EXTEND A MINIMUM OF 10 FEET
OUTSIDE OF THE WATERBODY OR WETLAND BOUNDARIES.
ilNER BA02
GEOIE%TILE FABRIC 10 BE
PROfIL PLACED MEAT" °R'ID`E
—� APPROACHES AND EXTEND
MINDER TIMBER --
BRIDGE EQUIPMENT CROSSING
E
TEMPORARY EROSION CONTROL MEASURE
UNLESS OTHERWISE INDICATED ON PLAN, CROSSING SHALL
SNHL BE REMOVED AFTER COWRUCTION IS COMPLETED.
SCALE: N.T.S.
NOTES
E F E R E N C E D RT I N C S
MAT U M M A R Y
R E V I S 1 0
UM
Piedmont
DRAWING NOR
E
ND
DESCIRIPTIONS
QTY (��)
NO
DATE
BY
IE5SCRIPTKNN
URSCGWb.- W*Ceraw
NO
Natural Gas
A
1/23/1
ST
ISSUE FOR APPROVAL
Nar1D CEMM Liron68 Y G2243
513 LOOP - WEST
SOIL EROSION
AK
CONTROL DETAILS
NORTH CAROLINA
DRAWN Y.
DHW
CHECKED BY: APPROVED BY: SCALE:
SR DC N.T.S.
DATE:
DRAWING NO: SHEET 45 OF 52 A
JOB NO. 39911024
01/23/13
— — T — — —

SEDWI
BE OR
^ /— 133 L6./U6R FOOT SIM POST (TYPJ
SEDIMENT BARKER
(ASTM D 6161)
-!law UNDISTURBED GROUND
B. A END OF SEM09 BARBER
E WDS OF
Rte, $mMDil BAFFIER
CpPACTED NM iOaTHER
BAOLFRL FLOW
POS1
TRENCH DETAIL (TYP
HA>— BEGINNING OF SEDIMENT BARRIER
OVERLAP DETAIL
NOTES
1. SEDIMENT BARRIER SHALL BE INSTALLED TO FILTER SEDIMENT FROM SURFACE RUNOFF.
2. INSTALLATIONS SHALL BE PERIODICALLY CHECKED. THE SEDIMENT SHALL BE REMOVED
WHEN IT REACHES 0.5 FEET IN HEIGHT AT SEDIMENT BARRIER.
.1 SEDIMENT BARRIER SHALL BE LEFT IN PLACE UNTIL PERMANENT VEGETATIVE COVER IS
ESTABLISHED.
4. SEDIMENT BARRIER SHALL BE REPLACED WHENEVER IT HAS DETERIORATED TO SUCH AN
EXTENT THAT IT REDUCES THE EFFECTIVENESS OF THE SEDIMENT BARRIER.
5. AREA DISTURBED AS A RESULT OF REMOVING THE SEDIMENT BARRIER SHALL BE
RESTABIUZED BY BACKFLLING, COMPACTING, AND SEEDING IN ACCORDANCE
WT14 THE REVECETATION PUN.
S. SEDIMENT BARRIER SHALL BE PLACED TO FOLLOW (RUN PARALLEL TO) THE CONTOURS.
7. ON UPSLOPE INSTALLATIONS, BOTH ENDS OF THE SEDIMENT BARRIER SHALL BE TURNED
AND EXTENDED UPSLOPE.
& SEDIMENT BARRIER SHALL BE CONSTRUCTED A SYNTHETIC FILTER FABRIC OF A LEAST 95X BY
WEIGHT OF POLYOLEFNS OR POLYESTER. WHICH IS CERTIFIED BY THE MANUFACTURER OR
SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461. SYNTHETIC FILTER FABRIC
SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6
MONTHS OF EXPECTED USEABLE CONSTRUCTION UFE AT A TEMPERATURE RANGE OF 0 TO 120'F.
SEDIMENT BARRIER
TEMPORARY EROSIOM CONTROL MEASURE
SCALE: N.T.S.
NOTES
dl
PLAN
CA" r
FOLD BACK F -S*
[ROBOn SEDRELY STAPLE
CONTRA N RACE ONE FOOT
BLAN(ET APMi
SECTION A -A
BLANLET
WA ENAL
ANT -WASH / GEO.OTE '
NORM AMERICAN GREW C122H
• BELTON INDUSTRIES t
TOP OF BANK
i
ANCHOR N ACCORDANCE I I EROSON CONTROL
NM MANOFACIUMS
ISTRUCTIO& ONE STARE i i BIAWET
PER FOOT LENGTH
FOLD RA 6" NABRAL GRgID
FOLD BACK 1 " -r I
SECURELY STAPLE
N RACE
EROSION INSTALL STAPLES D — BLANKET lr TO N" APART I '
BJN6Rl BLAWT)NA . I I T
STARES SHALL Y I
14-GAUGE CIXD DRAIN �.,:J AS FO 3ors SPACED
SECTION B —B IN A ` S IA FIRMED HO AS FOIEOMY
LEA TH SHAPE NOT PUN
HESS THAN It LENGTH
Irs sD
EMBANKMENT INSTALLATION '3R zs
EB SHALL WIER WNNEL ANCHOR N ACCORDANCE
F 80n0Y MIX RMG[TA70 WIN MAMFACTMIEII'S
III
M CHANNEL BOTTOM B NSIAIICRONS STAPLE PATTE
x r x �a�. NAIUGL GROUND F1 0W TYPE
O� 1 X LOW fL
R t��X
MED. HIGH O
VELOCITY
X X X
D SECTION C -C IxST ALLABDx -
x x X dMNxEL
SS AN
CHNEL INSTALLATION ADE
n4M PATS/ OQ
EROSION
NOTES
BIMRQT
EROSION CONTROL BLANKETS SHALL EXTEND COMPLETELY ACROSS DISTURBED AREA TO
BEAN TO
PROTECT ERODIBLE SURFACES. THE SOIL SHALL BE PROPERLY PREPARED, SEEDED AND
6' f� 6'
Ov" r
MULCHED PRIOR TO INSTALLATION.
NATURAL
IPSLOP
SCDNENi 6ARAE71
GROUND
14 � LIES
INSTALL EROSION CONTROL BLANKETS ON FRESHLY GRADED EMBANKMENTS ON SLOPES IN
a0
AND SECURELY
EXCESS OF 3:1 (H: V) TO SUPPORT VEGETATION.
STARE N RACE
!
ALONG CHECK SLOE
INSTALL BLANKETS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
ONE FOOT APART
BLANKET SHALL BE LOOSELY INSTALLED AND TAMPED OR ROLLED IN PLACE AFTER INSTALLATION.
STAPLES SHALL BE DRIVEN FLUSH WITH THE GROUND.
SECTION D -D
REFERENCE DRAWINGS
DRAWING NO TITLE
EROSION CONTROL BLANKET ECB
PERMANENT EROSION CONTROL MEASURE
SCALE: N.T.S.
MATERIAL SUMMARY
DESCRIPTION
R E V I S I
-iT
TEMP.
(IF Ri
EXISTING DRAINAGE DITCH
�I
01
BEAN TO
RINfiF IFSLO E Of
IPSLOP
SCDNENi 6ARAE71
ACGREGAk
a0
x
!
A
PLAN
FABRIC
[tlSlw SIM F-BN. MIN.
ROADWAY 1
GRADE +
LEDTEYIEE FABPoC
SEE NOTE 5
SECTION 'A -A'
NOTES
1. STABILIZED ENTRANCE SHALL BE INSTALLED WHERE EOWPMENT ENTERS AND EXITS
CONSTRUCTION SITES ONTO PAVED ROADWAY OR OTHER IMPROVED SURFACE.
2. LOCATE ALL ROADWAY CROSSINGS AND ENTRANCES TO ENSURE SAFE AND ACCESSIBLE
CONDITIONS THROUGHOUT THE CONSTRUCTION PHASE.
3. THE ENTRANCE SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION IN A CONDITION
WHICH WILL MINIMIZE TRACKING OF SEDIMENT ONTO A PUBLIC ROADWAY.
4. ALL SEDIMENT TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING OR SCRAPING.
5. TOP SOIL SHALL BE REMOVED TO A MINIMUM DEPTH OF 6 INCHES PRIOR TO PLACEMENT
OF GEOTEXTN.E FABRIC AND STONE.
6. WHERE DRAINAGE DITCH EXISTS, CONTRACTOR SHALL PROVIDE AND INSTALL A FLUME PIPE
IN ORDER TO PREVENT IMPEDEMENT OF WATER FLOW.
7. THE CONSTRUCTION ENTRANCE SHALL BE REMOVED AND AREA RESTORED AS PART OF
FINAL GRADING AND CLEAN UP. REMOVAL IS NOT CONTINGENT UPON ESTABUSHMENT
OF PERMANENT VEGETATION.
URS Cmpmbon - NOM Cs *w
NOT C6r6w LNWrxIa F 0.2243
m
JOB NO. 39911024
CONSTRUCTION ENTRANCE ���
VC
TEMPORARY EROSION CONTROL MEASURE
SCALE: N.T.S.
N111 Piedmont
Natural Gas
56 LOOP - WEST
SOIL EROSION
CONTROL DETAILS
NORTH CAROLINA
SHEET 46 OF 52 I A

dtuaArt dTtx
SEDMENT BARRIER —T
��C�QQ�lFYR�EE���R`QwG� n
�iIBW ®.3LIM11r n
u �� ® ® ®Wl!
u ��
••
�
H
LRAIIROAD OR
PAVDAENT
NOTES
L. SEDIMENT BARRIER SHALL BE INSTALLED AT THE BASE OF SLOPES ADJACENT TO ROAD
CROSSINGS WHERE VEGETATION IS DISTURBED, TO INTERCEPT SURFACE RUNOFF.
2 PROTECTION FOR SPOIL PILES SHALL BE INSTALLED ONLY WHERE SEDIMENT BARRIERS
ACROSS THE ENTIRE DISTURBED AREA ARE NOT REQUIRED.
3. SEDIMENT BARRIERS SMALL REMAIN IN PLACE UNTIL PERMANENT REVEGETATION IS
ESTABLISHED.
4. WATER REMOVED FROM BORE PIT AND RECEIVING PIT SHALL BE FILTERED THROUGH A
DEWATERING STRUCTURE OR FILTER BAG.
5. IF WELL POINTING IS REWIRED PRIOR TO EXCAVATING BORE PITS, CONTRACTOR SHALL
CONSULT WITH COMPANYS ENVIRONMENTAL INSPECTOR PRIOR TO COMMENCEMENT OF
WORK IN ORDER TO DETERMINE PROPER DEWATERING LOCATION.
S. CONTRACTOR SMALL BE REWIRED TO KEEP THE ROAD CLEAN OF DEBRIS AT ALL TIMES.
7. CONTRACTOR MAY ELECT TO UTILIZE SHEET PILING IN ORDER TO STABILIZE BORE PITS.
8. DEPENDING ON TOPOGRAPHY AND STATE REQUIREMENTS, SEDIMENT BARRIER MAY BE
REOUIRED ACROSS THE ENTIRE CONSTRUCTION RIGHT OF WAY AT THE EDGE OF ROAD.
IN ADDITION TO THIS DETAIL, REFER TO THE ENVIRONMENTAL ALIGNMENT DRAWINGS
FOR PLACEMENT OF SEDIMENT BARRIERS.
BORED ROAD /RAILROAD CROSSING
TENPORARY EROSION CONTROL IF-A&IRE RX.2
SCALE: N.T.S.
NOTES
SURFACE RUNOFF
I
SPOIL FILE > OLERSION TERRACE
(TIT.) /
J SEE CORE Flrol
OUTLET DETAIL
DIVERSION TERRACE
I I T I 1 1 0
17 i
EMARM SEIMERT BARRIER TO BE
:) NS74LED FLUSH 10
'T SEDWENT BARRIER SHALL Top RSION TERRACE
PE OF BE TRENCHED INTO CP OF BERN
RR SOIL (SEE DETAIL)
3 -r—
T ELEVATION
SED 1" BARER
(AAOCD CEF -2019)
OR CO IANY
APPROAED EQUAL
ACTED
&1CRFLL
RUNOFF
POST--,,
OST T. ANDHOR
7Rf11O1
NOTES TRENCH DETAIL
1. SEDIMENT BARRIER HOOKS SMALL BE PLACED AT THE OUTLET OF DIVERSION
TERRACES AS SHOWN ON THE PLAN.
2. ONCE THE DISTURBED AREA IS STABILIZED, THE SEDIMENT BARRIER HOOK
SHALL BE REMOVED AND ANY DISTURBED AREAS CAUSED BY REMOVAL SHALL BE
RETURNED TO ORIGINAL CONDITION AND REVEGETATED
3. SEDIMENT SHALL BE REMOVED WHEN R REACHES 0.5 FEET IN HEIGHT AT
SEDIMENT BARRIER.
SEDIMENT BARRIER HOOK
SCALE: N.T.S.
REFERENCE DRAWINGS
DRAWING NO. TITLE
S RFA1Z RUNOFF
I � 1
> DBERSOI TERRA�CE1l
111
ADO LOGS AS 11
NECESSALY
OW:RBBL IMAM
1 1 1 1 1 1 1(
11 1
SEDMEHI BARRIER TD BE
INSTALLED MI15H TO
SEDWENT BARBER SNAL DP,ERSAYA TERRACE
BE TRENCHED INTO TOP OF BUR/
SDL (SEE DETAIL)
STANDARD STDMENT BARRIER
S
FENNOIS CORE LOG$
ELEVATION
SED1fN11 BARRER
(AM0 CEE -2O9)
OR COWANY
APPRM EQUAL
COPACTED
BAODRL
RMIDFT
4,
POST 70E ANDHOR
VD I
NOTES TRENCH DETAIL
1. CORE LOG FILTER OUTLETS SMALL BE PLACED ALONG SEDIMENT BARRIERS AS INDICATED ON THE PLAN.
AS WELL AS WHERE DEEMED NECESSARY BASED ON FIELD OBSERVATIONS.
2. THE FIBROUS CORE LOG SHALL BE REPLACED NTH A NEW CORE LOG WHEN THE ACCUMULATION OF SEDIMENT
IS SUCH THAT THE CORE FILTER OUTLET CANNOT EFFECTIVELY FILTER DISCHARGE WATER.
3. ONCE THE DISTURBED AREA IS STABILIZED, THE CORE FILTER OUTLET SHALL BE REMOVED AND ANY DISTURBED
AREAS CAUSED BY THE REMOVAL SMALL BE RETURNED TO ORIGINAL CONDITION AND REVEGETATED .
CORE FILTER OUTLET ��
A.r v
SCALE: N.T.S.
MATERIAL SUMMARY _ _.. REYI SI0NS
DESCRIPTION l
OTY (ACTUAL) NO. I DATE I BY I DESCRIPTION
URS Cremation - No* Crd1U
Nom CAra9n9 L"m E G2243
JOB NO. 39911024
MA'Piedmont
Natural Gas
5B LOOP - WEST
SOIL EROSION
CONTROL DETAILS
NORTH CAROLINA
CHECKED BY APPRGIEM BY. SCALE.
CR N T
�,,�, „r, ,,,.,I SHEET 47 OF 52

SEDIMENT BARRIER
(DOWN SLOPE SIDE) (TV.)
SPOIL PILE MM.
SEDAENT 1 ' �ORABIACF dTCN (TYR WATERBODY BANK j 1 1 I' 9t P�
BARRIER II ��+1—
IAN
m -
u OPEN PIPE TRENCH
a
11DI ENI BARRIER
(DOWN SLOPE SIDE) (TYR.)
SPOIL PIE IN r
(TYR) WAIERBWY LOA ----M 11 1 11 W
/-SPOIL
' (".)
�1�/ lili� \,I ►1. III/ liI'' \�I ►I.
r SPOIL PILE 1
a /
I, I tl
TRENCH
RUG (TIP) I TRENCH RUC (TIP) W i iRENCN RING (TIP) I I TRF1N:11 PLUG (TIP) i
(SEE NOTE 11) I I I 1 (SEE NOTE 11) S (gE NOTE it) I I I I (SEE NOTE 17) -
1
I I I I
0N
(SEE (S
RN07E P 9) I I I I I SEE NE N
(SEE f 9)
z= �NOT II I IJ S (OTE (SEE II iI IFJ
VIE
�MCRE REWIRED)
/
1=0UPM TO
10""T IMIRIER
STMUCTION ENTRANCE
�SEE DETAIL CE)
NOTES
1. SEDIMENT BARRIER SHALL BE INSTALLED AT THE BASE OF SLOPES ADJACENT TO ROAD
CROSSINGS WHERE VEGETATION IS DISTURBED, TO INTERCEPT SURFACE RUNOFF.
2. PROTECTION FOR SPOIL PILES SHALL BE INSTALLED ONLY WHERE SEDIMENT BARRIERS
ACROSS THE ENTIRE DISTURBED AREA ARE NOT REQUIRED.
y SEDIMENT BARRIERS SHALL REMAIN IN PUCE UNTIL PERMANENT REVEGETATION IS
ESTABLISHED.
4, CULVERTS TO BE SIZED AND PLACED WHERE REWIRED TO MAINTAIN WATER FLOW-
5. CONTRACTOR SHALL BE REQUIRED TO KEEP THE ROAD CLEAN OF DEBRIS AT ALL TIMES-
5, CONTRACTOR MAY ELECT TO UTILIZE SHEET PILING IN ORDER TO STABILIZE PIPE TRENCH.
7 CONTRACTOR MAY ELECT TO UTILIZE WELL -POINTS IN ORDER TO REDUCE THE WATER TABLE
3 PRIOR TO COMMENCING EXCAVATION.
DEPENDING ON TOPOGRAPHY AND STATE REQUIREMENTS. SEDIMENT BARRIER MAY BE
�I 8. REWIRED ACROSS THE ENTIRE CONSTRUCTION RIGHT -OF -WAY AT THE EDGE OF ROAD.
IN ADDITION TO THIS DETAIL- REFER TO THE ENVIRONMENTAL ALIGNMENT DRAWINGS
FOR PLACEMENT OF SEDIMENT BARRIERS,
TRENCHED ROAD CROSSING
TEMPORARY EROSION CONTROL MEASURE Rx.1
SCALE: N.T.S.
NOTES
TEMPORARY STREAM
CROSSING. (BEC) PER DETAIL
(SEE NOT; IF 6)
INSTALL REMOVABLE SEDIMENT Jl 1 I p 11
BARRIER OR DM%CABLE BERM
ACCROSS ROADWAY
NOTES
1. THIS METHOD APPLIES TO MINOR WATERBODY CROSSINGS THAT ARE DEFINED AS WATERBODIES THAT ARE LESS
THAN OR EQUAL TO 10 FEET AT WATERS EDGE AT THE TIME OF CROSSING
2. SEDIMENT BARRIERS SHALL BE INSTALLED AS DEPICTED AND ALONG DOWN GRADIENT SIDES OF WORK AREAS AND
STAGING AREAS SUCH THAT NO HEAVILY SILT LADEN WATER ENTERS THE WATERBODY OR LEAVES THE CONSTRUCTION
RIGHT OF WAY.
3. HARD DITCH PLUGS MUST REMAIN IN PLACE AT CONVENIENT LOCATIONS TO SEPARATE MAINLINE DITCH FROM THE
WATERBODY CROSSING UNTIL THE WATERBODY IS INSTALLED AND BACKFILLED.
4. EQUIPMENT OPERATING IN THE WATERBODY SHALL BE LIMITED TO THAT NEEDED TO PERFORM CONSTRUCTION. IF
OTHER TYPES OF EOLAPMENT MUST CROSS THE WATERBODY. CONTRACTOR SHALL PROVIDE AND USE TEMPORARY
STREAM CROSSING (BEC).
5. STAGING AREA(S) FOR WATERBODY CROSSING(S), WHEN REQUIRED, SHALL BE LOCATED AT LEAST 50 FEET FROM
WATERS EDGE AND SHALL BE OF A MINIMUM SIZE NEEDED FOR CONVENIENT PREPARATION.
6. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DAILY AND REPAIRED IF NECESSARY
7. INSTALL DIVERSION TRENCHES AT THE BASE OF ALL SLOPES ADJACENT TO THE WATERBODY.
B. CHEMICALS, FUELS AND LUBRICATING OILS SHALL NOT BE STORED AND EQUIPMENT SHALL NOT BE REFUELED
WITHIN 100 FEET OF THE WATERBODY.
9. INSTALL TRENCH PLUGS ON BOTH SIDES OF THE WATERBODY TO PREVENT DIVERSION OF WATER INTO UPLAND
PORTIONS OF THE PIPEUNE TRENCH AND TO KEEP ANY ACCUMULATED TRENCH WATER OUT OF THE WATERODY.
10. CONTRACTOR SHALL POSTPONE GRADING OF RIGHT -OF -WAY IMMEDIATELY ADJACENT TO WATERBODY UNTIL STAGING
AREA IS PREPARED AND WORK IN THE WATERBODY IS READY TO COMMENCE.
11. EXCEPT FOR BLASTING AND OTHER ROCK BREAKING MEASURES. COMPLETE INSTREAM CONSTRUCTION ACTIVITIES
(INCLUDING TRENCHING, PIPE INSTALLATION, BACKFILL, AND RESTORATION OF THE STREAM BED CONTOURS) WTHRN
24 HOURS. STREAM BANKS AND UNCONSOLIDATED STREAM BEDS MAY REWIRE ADDITIONAL RESTORATION
AFTER THIS PERIOD.
WET MINOR WATERBODY CROSSING
TEMPORARY EROSION CONTROL MEASURE M�
(APPLIES TO WATERBODIES 10' WIDE OR LESS AT WATERS EDDE AT TEE OF CROSSI14)
SCALE: N.T.S.
REFERENCE DRAWINGS
DRAWING NO. TITLE
WATERBODY --� I TEMPORARY STREAM
CROSSING. (BEC) PER OETAL
(SEE NOTE f 6)
INSTALL REMOVABLE SEDIMENT
BARRIER DR DRNEABLE BERM
ACCROSS ROADWAY
NOTES
1. THIS METHOD APPLIES TO INTERMEDIATE WATER BODY CROSSINGS THAT ARE DEFINED AS WATERBODIES THAT ARE
GREATER THAN 10 FEET WIDE BUT LESS THAN OR EQUAL TO 1DO FEET WIDE AT THE WATERS EDGE AT THE
TIME OF CONSTRUCTION.
2, SEDIMENT BARRIERS SHALL BE INSTALLED AS DEPICTED AND ALONG DOWN GRADIENT SIDES OF WORK AREAS AND
STAGING AREAS SUCH THAT NO HEAVILY SILT LADEN WATER ENTERS THE WATERBODY OR LEAVES THE
CONSTRUCTION RIGHT OF WAY.
1 HARD DITCH PLUGS MUST REMAIN IN PLACE AT CONVENIENT LOCATIONS TO SEPARATE MAINLINE DITCH FROM THE
WATERBODY CROSSING UNTIL THE WATERBODY IS INSTALLED AND BACKFILLED.
4. EQUIPMENT OPERATING IN THE WATERBODY SHALL BE LIMITED TO THAT NEEDED TO PERFORM CONSTRUCTION. IF
OTHER TYPES OF EQUIPMENT MUST CROSS THE WATERBODY, CONTRACTOR SHALL PROVIDE AND USE TEMPORARY
STREAM CROSSING (BEC).
5. STAGING AREA(S) FOR WATERBODY CROSSING(S), WHEN REQUIRED, SHALL BE LOCATED AT LEAST 50 FEET FROM
WATER'S EDGE AND SHALL BE OF A MINIMUM SIZE NEEDED FOR CONVENIENT PREPARATION.
6. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DAILY AND REPAIRED HE NECESSARY.
7. INSTALL DIVERSION TRENCHES AT THE BASE OF ALL SLOPES ADJACENT TO THE WATERBODY.
8. CHEMICALS, FUELS AND LUBRICATING OILS SHALL NOT BE STORED AND EQUIPMENT SHALL NOT BE REFUELED
WITHIN 100 FEET OF THE WATERBODY.
9. INSTALL TRENCH PLUGS ON 60TH SIDES OF THE WATERBDDY TO PREVENT DIVERSION OF WATER INTO UPLAND
PORTIONS OF THE PIPELINE TRENCH AND TO KEEP ANY ACCUMULATED TRENCH WATER OUT OF THE WATERODY.
10. CONTRACTOR SHALL POSTPONE GRADING OF RIGHT -OF -WAY ADJACENT TO WATERBODY UNTIL STAGING AREA
IS PREPARED AND WORK IN THE WATERBODY IS READY TO COMMENCE.
11, COMPLETE MSTREAM CONSTRUCTION ACTIVITIES (NOT INCLUDING BUSTING AND OTHER ROCK BREAKING MEASURES)
WITRN 48 HOURS, UNLESS SITE SPECIFIC CONDITIONS MAKE COMPLETION WITHIN 48 HOURS INFEASIBLE.
M A T E R I AL S U M M A R Y
DESCRIPTION
WET INTERMEDIATE WATERBODY CROSSING
AV
TEMPORARY EROSION CONTROL MEASURE
WIDE (APPLIES TO WATERE110MT EDGE HMI E0 OF CROW9NCESS THAN 100' MIDE
SCALE: N.T.S.
DESGRDTTON
SSUE FOR APFROYAL
URB cowww - w M Cw&w
NO`* cwolW Li INAMN #t c-M3
AK
N0. 39911024
0111 Piedmont
Natural Gas
50 LOOP - WEST
SOIL EROSION
CONTROL DETAILS
NORTH CAROLINA
CNE.CRm M: APPROVED M: SCAM
SR OC
i3 DRAWN4SEC— DTL_DDS SHEET 4e OF 52
■

T % -K LABARSR FOOT
oovM ADPE soE) (TW.) W_o' uex. sTEn PMT (1 ».) S�PI��N(;;pj
WRE FENCE
SIOL PLE SPOT PLE CREEK BANG SAND BAC
(TYa —) - -- - -WATERBOOr BANK - - - -- ti1 l I I-) - - - --- - (TVP.) DAYS
— — _ -- — — WATER LEVEL RUDE PPE
I I "AA" l I I I I WA7ER FLOW ASSRISR5
` \ I / / I ( CREEK BOT7DII BACKFIE
((� NOTTE 10)(IP) TRENCH PLUG (iP) ---• —•—•— •- .. .
(SEE NOTE 10) EXCAVATED TRENCH
Ts" "BB" SECTI N "A —A"
W NOTE I B)
QI4flRSpl CREEK BAN( SAND RAG DAY1 FFHCE MAIM
(SEE NOTE / 8) 1/ GAUGE WIN 6 6' OPENNGS
E^ I \
ROVE PPE (FREE OF DENTS WATER LEVEL
SANDBAGS NTH ICES AND RUST} —_ .v. — -_ /— —_ •>f VK' BARRIER TO Y lE0
PLLAASITIC LIN R TT f •\ FLUME PPE 5• IeL i wi 1WE FFNEE AT IOM ! ms SECTION
REAR \ / WM 'IRE Ai 3 MOO( INTEM/ALI
%"` NOIi[ 010NK —•\ _— _ —. - -- _-s! .-
\ 1. REKIWCD SEGMENT BARREN SHALL BE NSTNIED TO FLIER SEGMENT M AREAS WERE E %CESSVE fT0 6 SFWOIT BARRIER
WATFRBOOY (BEC PER GETAL TRENCH PLUG — PPEIIIE .— TRENCH PLUG ��
TIE ENDS Cf SEGMENT
SLOPE RENDERS STANDARD SEDIMENT BARRIER NEFFECDVE. A
(W NODE 3) 2 NSTALLA110NS SHALL BE PERIODICALLY CECKED, THE SEDIMENT SMALL BE REWM WDN IT RARRER TOGETHER
SEC11ON "B —B"
INSTIL REMOVABLE SEDIMENT — _ —_ . N .1 F —_ —_ _ _ _ _ READIES RS FFEf N NENxMT AT $EDNENT BARf6ER. WIN. R
BARRIER Q C ROSS RO BEAN I I REKORCED SEDIMENT BANNER SHALL BE LEFT N PLACE UNTIE PERMANENT WGETAME COVER IS
A GRIME ROADWAY
ESTABUSNE0.
A REKORCED SEDIMENT BARRIER SHALL BE REPLACED WElEVER IT HAS DETERIORATED TO SUCH AN EXTENT POST
1. SEDIMENT AREA A SHALL GE NSIALS SAS THAT EO AND ALONG DOWN WA ER E IDES 6. THE FLUE PIPE MST BE SIZED TO PREVENT RIPEDEYEJT OF TIE jTREAM ROW AND TO MAINTAIN THAT 1T DEDUCES THE EFFECTIVENESS OF THE REINFORCED SEDIMENT BANNER. ( m' )
WA WON( AREAS AiD STA(wNG AREAS SIGN 1HAi NO NEAW SLIM LADEN WATER ENTERS 7HE ADEWATE ROW RATES 10 PROTECT ACIATIC LRT. AND PREVENT iIHE NTENMTION CC EXISTNG
WATEilBDDY 0R LEAVES TIE CONSTRUCTION RIGHT -OF -WAY. DOWNSTREAM USES
S. AREA DISTURBED AS A RESULT OF REMOVING THE RFNffaRCED SEDIMENT BARRER SIIALL BE
2 HARD DITCH RIXS MUST REMAW M PLACE Al CONVENENi LOCAil0115 TO SEPARATE YAIMNE 7. ER�ON AND SEDIMENT CCNIROL YEASUES SHALL BE INSPECTED DAEY Alp RESTABNZED BY SEEDING M ACCORDANCE NTH THE REVEGETATDN PLAN.
DITCH FROM THE WATERBODY CROSSING UNR THE WATERKIDY C G0K IS INSTALLED AND REPI7ED IF NECESSARY. BE(]NNNIG OR 4DRMLiNT BARRIER
BACKFILED.
S CORAI'IOAT OFF.RA7NG M RE WATERBMY SHAH BE W1FD TD 7HAi NEEDED IL NNST V MDR TRENCHES AT THE BASE OF ALL SUPES ADJACENT TO 6. REKORCED SEMNENT BARRIER SHALL BE PLACED TO FOLLOW (RUN PARALLEL TO) THE CONTOURS. OVERLAP DETAIL
TO PERFORM CONSTR CTION. P OTHER TYPES OF EOJIPENT MUST CROSS 7. OI UP9.OPE NSTALU7DNS BDM ENDS Of 1K REKONCED SEDIMENT BARKER SHALL BE 1URNF.O
THE WAIERSODY, CONTRACTOR SHALL PROVDE AND USE A TEPORARY STREAM CROSSNG (BEC) 9. CHEYICNS. FUELS AND LUBLNCATING OLS SHALL NOT BE STORED AND EOJPYENT
1. STA(wIC AFEA(S) FCR WATERIMY CRGSyNG($ IIMNiMMM, � T ARATION. �� NOT BF REFIELID W7NN 100 FEET 6 iFE wAIERBODY. AND EXTENDED GPYOPL
50 FEET F7MCY WATER'S EDGE ANTED SMALL BBEE 1➢ NSTALL TRENCH PLUGS CN BOTH SIDES OF THE WATERBWY TO PREVENT DIYER50N CC
5. RUE LROSSNG uET1MOD PEGUREYFNTS INCL7pE: WATER NTO UPLAND PORTIONS VE TIE PPEIIIE TRENCH AND TO KEEP ANY ACCU%U.ATED
((A MS1ALL RUYE PIPE($ LEVIER BUSiNO ((P NECESSARY), BUT BEFORE ANY TRENCHING. TRENCH WRIER OUT OF THE WATERBODY.
(B� USE SAND BAG CR SAND BAG L A PLASID 07 STR AMFLO N HR UGH T OR EOIAVAIFNi 11. CONTRACTOR SHALL POSTPONE CRACK OF NW -OF -WAY NEEIDA7ELY ADJACENT TO WATERBOOY
(()) ( N$ 1 [CIPEE7lVELLYODETCADONSCTOPPDEE( STREW TBOTTTTOM MAY BE RK UIRED TTOO ACHE f AN EFFECTIVE SEAL). UNM STAONG AREA IS PREPARED AND WORK N THE WATERADDY IS READY TO COMMENCE
(D) DD NOT REMOVE FLUME PIPE SD)UR%TRTRENCKNG, PIPE LAYNW, OR BACCFALNG ACIMTES,
CN NTIAL STREAM BED RESTCRAINN EFFORTS
(E) RFMDVE ALL FLUME PKS AND GAYS THAT ARE NOT ALSO PART OF TIE EOOPINFNT MOM AS
SOON AS FINAL CLEANUP OF DARE STREAM BED AND BAN( 6 COP ETE.
FLUME CROSSING Fx REINFORCED SEDIMENT BARRIER o
TEMPORARY EROSION CONTROL MEASURE TEMPORARY EROSION CONTROL MEASURE
SCALE: N.T.S. SCALE: N.T.S.
A
R
Nt
e
a
8
S
'e
a
0
4
gN D i E S DRAWING NOR E F E R E N C E D RILE I N G S NO MAT DESCRIPTIONS U AI AN A R Y 07Y (ACTUAL) NO DATY BY R E Y I S 1 0 N
UR.S ��� Piedmont
A l 23 1 BT ISSUE FOR APPROVAL URS ClryaWron _ Hari Cpa6N ' N a t u ra I G a s
NOrri CRrdnW LInMe W C -7110
SB LOOP - WEST
SOIL EROSION
CONTROL DETAILS
NORTH CAROLINA
DRAWN BY: CHMM BY: APPROVED EY: SCALE:
DHW SR DC N.T.S.
a
x JOB NO. 39911024 TIE 01 23 13 ONAWWIO N0: — SHEET 49 OF 52 A

$F—
FABRIC
I I ►1111 I l l +I\j�
LAN GEOTXRE FARM 10 BE
PLACED BDEAIH STOVE
12' 0
0.50 MIN. p
COARSE AIXREOAT 3
C
SEE NOTE 1
pp � WHERE:
PROF�ILE D — PIPE DIAMETER (SEE ALIGNMENT SHT)
NOTES C COVER DEPTH (12" MIN)
1, PERIODICALLY CHECK BRIDGE INSTALLATION AND REMOVE BUILD —UP OF SEDIMENT OR
DEBRIS ON BRIDGE.
2- CULVERTS SHALL BE PLACED AT LEAST ONE —HALF (1/2) THEIR DIAMETER APART.
3. MATERIALS PLACED IN STREAM CHANNEL SHALL BE COMPLETELY REMOVED DURING FINAL
CLEAN —UP. REMOVAL OF THIS ITEM IS NOT CONTINGENT UPON ESTABLISHMENT OF
PERMANENT VEGETATION.
4- RIPRAP (OR ROCK) TO 10' AVERAGE DIAMETER CAN BE USED FOR ALL BUT THE TOP 5"
OF STONE FILL THE TOP 6' MUST CONSIST OF NSA R -2 (1.5' — 3.5') COARSE
AGGREGATE.
CULVERT EQUIPMENT CROSSING cEc
SCALE: N.T.S.
NOTES
YANER P05T W E FUCED IN
FENCE DECRY 00 PIPDX
N
I=
st
TP
SCALE: N.T.S.
NOTES
1. CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIAL TO RESTORE FENCE TO ORIGNAL CONDHT3M.
2 POSTS. WRE AND OTHER MATERIAL SHALL BE SAME AS OR EQUIVALENT MATERIAL TO MATCH EKHSTHHG
FENCE
1 BRACE SPAN TO BE CONSTRUCTED ON EACH SIDE OF PIPELINE RICHT —OF —WAY, PRIOR TO INITIAL
DISMANTU NG OF FENCE
4. ACTUAL DEPTH REQUIRED TO BE SET BY WHAT IS REWIRED TO ACHIEVE A STABLE SUPPORT PDST.
5. UNDER NO I:IRCUMSTANCES SHALL FENCE POSTS E PLACED DIRECTLY OVER COMPANYS MPD_INES.
CONSULT COMPANY AUIHOMZED REPRESENTATIVE FOR LOCATMS OF FENCE POSTS ADJACENT TO
CCHHPANY PIPELNdES.
FENCE RESTORATION
SCALE: N.T.S.
R E F E R E N C E D R A W I N G S
DRAWING NO. I TITLE
SURFACE RUNOFF
SPOIL PILE
SOFT PLUG
—I y
13 (SEE NOT 191 [J
¢ DIVERSION TERRACE l
11( IIN
EO O
DRY WATRBCOY
SEDIMENT BARRIER TO BE
O O 16TALED FLUSH TO
0 E3 17 O O EVERSION TERRACE INSTALL REMOVABLE SEDIMENT
BARRIER OR DFNEABIE BER11
ACCROSS ROADWAY
SEDIMENT BARRIER SHALL
BE TRENCHED HIM
SOIL (SEE DETAIL)
3
SWMENT BARBER
(AMMDCO CEF -2019)
T
ON COMPANY
9 I APPROWD EOM,
4
ELEVATION NAYBALE carAETm 'ILL BAtl F
RIMOFT
POST TOE ANCHOR
7EN0H
TRENCH DETAIL
NOTES
1. REINFORCED SEDIMENT BARRIER HOOKS SHALL BE PLACED AT THE OUTLET OF DIVERSION
TERRACES AS SHOWN ON THE PUN.
2, ONCE THE DISTURBED AREA IS STABILIZED, THE REINFORCED SEDIMENT BARRIER HOOK
SHALL BE REMOVED AND ANY DISTURBED AREAS CAUSED BY REMOVAL SHALL BE
RETURNED TO ORIGINAL CONDITION AND REVEGETATED.
3. SEDIMENT SHALL BE REMOVED WHEN IT REACHES LICE —THIRD THE HEIGHT OF THE
SEDIMENT BARRIER.
RE)NFORCED SEDIMENT BARRIER HOOK os2
SCALE: N.T.S.
PATE RIAL SUMMARY I REVISIONS
DESCRIPTION OTY (ACTUAL) NO. I DATE I BY I DESCRIPTION
� I A 11/23/131 BT I ISSUE FOR APPROVAL
SEDIMENT BARBER
NO SLOPE SON) (TIP.)
SPOIL PILE
1 { I I I
SOFT r.
(Ski NOk-7
FABMCAIEO FyE SiRNG
ISM NOTE 19)
`E111PAENT LIMPID
(YE NOT If I)
BSfltSIDN
NOTES
1. THIS METHOD APPLIES TO WATERBODIES THAT ARE DRY AT THE TIME OF CROSSING -
2. SEDIMENT BARRIERS SHALL BE INSTALLED AS DEPICTED AND ALONG DOWN GRADIENT SIDES OF WORK AREAS SUCH
THAT NO HEAVILY SILT LADEN WATER ENTERS THE WATERBODY OR LEAVES THE CONSTRUCTION RIGHT OF WAY.
3. SOFT PLUGS SHALL BE INSTALLED FOLLOWING EXCAVATION OF MAINLINE DITCH THROUGH THE WATERBODY.
4. EQUIPMENT OPERATING IN THE WATERBODY SHALL BE LIMITED TO THAT NEEDED TO PERFORM CONSTRUCTION. IF
OTHER TYPES OF EQUIPMENT MUST CROSS THE WATERBODY. CONTRACTOR SHALL PROVIDE AND USE A
TEMPORARY STREAM CROSSING (BEC).
5. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED DAILY AND REPAIRED IF NECESSARY.
6. CHEMICALS, FUELS AND LUBRICATING OILS SHALL NOT BE STORED AND EOUIPMENT SHALL NOT BE REFUELED
WITHIN 100 FEET OF WATERBODY.
7, INSTALL DIVERSION TRENCHES AT THE BASE OF ALL SLOPES ADJACENT TO THE WATERBODY.
8. MAINLINE FABRICATED PIPE STRING MAY SPAN DRY WATERBODY CROSSING IN PREPARATION FOR LOWER IN PHASE OF
CONSTRUCTION.
9. DRY WATERBODY MAY BE TRENCHED IN SEQUENCE WITH NORMAL TRENCHING OPERATIONS AND PIPE INSTALLED
THROUGH DRY WATERBODY CROSSING MAY BE INSTALLED IN CONJUCTON WTH UPSTREAM AND DOWN STREAM PIPE.
DRY WATERBODY CROSSING ��
TEMPORARY EROSION CONTROL MEASURE Vey
(APPLIES TO WATERBODIES -DRf AT TOE OF CROSSW)
SCALE: N.T.S.
um
11 YIN CLEARANCE
Piedmont
PIPELINE
BRACE SPAN DETAIL
Natural Gas
(SEE NOW 3)
84OIG ME TO E 9 CA M1E
c(AN[CTD N FENCE POST WIN
f . C HordMTX
I EXIM ABE B ICE
EYE BITS ( V) TOP A 80170E
(TP3
EACH NIOCHAL YE TO NAY A
AK
W. RA86JDflE FOR TWHTENNG
•
NORTH CAROLINA
DRAWN M:
DHW
18!
�u �
DRAWING NO SHEET 50 OF 52 A FITL_
TltllUFXUS
N
I=
st
TP
SCALE: N.T.S.
NOTES
1. CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIAL TO RESTORE FENCE TO ORIGNAL CONDHT3M.
2 POSTS. WRE AND OTHER MATERIAL SHALL BE SAME AS OR EQUIVALENT MATERIAL TO MATCH EKHSTHHG
FENCE
1 BRACE SPAN TO BE CONSTRUCTED ON EACH SIDE OF PIPELINE RICHT —OF —WAY, PRIOR TO INITIAL
DISMANTU NG OF FENCE
4. ACTUAL DEPTH REQUIRED TO BE SET BY WHAT IS REWIRED TO ACHIEVE A STABLE SUPPORT PDST.
5. UNDER NO I:IRCUMSTANCES SHALL FENCE POSTS E PLACED DIRECTLY OVER COMPANYS MPD_INES.
CONSULT COMPANY AUIHOMZED REPRESENTATIVE FOR LOCATMS OF FENCE POSTS ADJACENT TO
CCHHPANY PIPELNdES.
FENCE RESTORATION
SCALE: N.T.S.
R E F E R E N C E D R A W I N G S
DRAWING NO. I TITLE
SURFACE RUNOFF
SPOIL PILE
SOFT PLUG
—I y
13 (SEE NOT 191 [J
¢ DIVERSION TERRACE l
11( IIN
EO O
DRY WATRBCOY
SEDIMENT BARRIER TO BE
O O 16TALED FLUSH TO
0 E3 17 O O EVERSION TERRACE INSTALL REMOVABLE SEDIMENT
BARRIER OR DFNEABIE BER11
ACCROSS ROADWAY
SEDIMENT BARRIER SHALL
BE TRENCHED HIM
SOIL (SEE DETAIL)
3
SWMENT BARBER
(AMMDCO CEF -2019)
T
ON COMPANY
9 I APPROWD EOM,
4
ELEVATION NAYBALE carAETm 'ILL BAtl F
RIMOFT
POST TOE ANCHOR
7EN0H
TRENCH DETAIL
NOTES
1. REINFORCED SEDIMENT BARRIER HOOKS SHALL BE PLACED AT THE OUTLET OF DIVERSION
TERRACES AS SHOWN ON THE PUN.
2, ONCE THE DISTURBED AREA IS STABILIZED, THE REINFORCED SEDIMENT BARRIER HOOK
SHALL BE REMOVED AND ANY DISTURBED AREAS CAUSED BY REMOVAL SHALL BE
RETURNED TO ORIGINAL CONDITION AND REVEGETATED.
3. SEDIMENT SHALL BE REMOVED WHEN IT REACHES LICE —THIRD THE HEIGHT OF THE
SEDIMENT BARRIER.
RE)NFORCED SEDIMENT BARRIER HOOK os2
SCALE: N.T.S.
PATE RIAL SUMMARY I REVISIONS
DESCRIPTION OTY (ACTUAL) NO. I DATE I BY I DESCRIPTION
� I A 11/23/131 BT I ISSUE FOR APPROVAL
SEDIMENT BARBER
NO SLOPE SON) (TIP.)
SPOIL PILE
1 { I I I
SOFT r.
(Ski NOk-7
FABMCAIEO FyE SiRNG
ISM NOTE 19)
`E111PAENT LIMPID
(YE NOT If I)
BSfltSIDN
NOTES
1. THIS METHOD APPLIES TO WATERBODIES THAT ARE DRY AT THE TIME OF CROSSING -
2. SEDIMENT BARRIERS SHALL BE INSTALLED AS DEPICTED AND ALONG DOWN GRADIENT SIDES OF WORK AREAS SUCH
THAT NO HEAVILY SILT LADEN WATER ENTERS THE WATERBODY OR LEAVES THE CONSTRUCTION RIGHT OF WAY.
3. SOFT PLUGS SHALL BE INSTALLED FOLLOWING EXCAVATION OF MAINLINE DITCH THROUGH THE WATERBODY.
4. EQUIPMENT OPERATING IN THE WATERBODY SHALL BE LIMITED TO THAT NEEDED TO PERFORM CONSTRUCTION. IF
OTHER TYPES OF EQUIPMENT MUST CROSS THE WATERBODY. CONTRACTOR SHALL PROVIDE AND USE A
TEMPORARY STREAM CROSSING (BEC).
5. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED DAILY AND REPAIRED IF NECESSARY.
6. CHEMICALS, FUELS AND LUBRICATING OILS SHALL NOT BE STORED AND EOUIPMENT SHALL NOT BE REFUELED
WITHIN 100 FEET OF WATERBODY.
7, INSTALL DIVERSION TRENCHES AT THE BASE OF ALL SLOPES ADJACENT TO THE WATERBODY.
8. MAINLINE FABRICATED PIPE STRING MAY SPAN DRY WATERBODY CROSSING IN PREPARATION FOR LOWER IN PHASE OF
CONSTRUCTION.
9. DRY WATERBODY MAY BE TRENCHED IN SEQUENCE WITH NORMAL TRENCHING OPERATIONS AND PIPE INSTALLED
THROUGH DRY WATERBODY CROSSING MAY BE INSTALLED IN CONJUCTON WTH UPSTREAM AND DOWN STREAM PIPE.
DRY WATERBODY CROSSING ��
TEMPORARY EROSION CONTROL MEASURE Vey
(APPLIES TO WATERBODIES -DRf AT TOE OF CROSSW)
SCALE: N.T.S.
um
Piedmont
N� °Ucew, D A
111
Natural Gas
NtxY1 CNKORIN LKen9e III C-2243
50 LOOP - WEST
SOIL EROSION
AK
CONTROL DETAILS
NORTH CAROLINA
DRAWN M:
DHW
CHECKED BY: APPROVED BY: SCALE:
SR DC N.T.S-
OATE:01/23/13
DRAWING NO SHEET 50 OF 52 A FITL_
NO. 3991 }024

SIRFACf RUNOFF
I t I
OL DrfRSON 1RENC1 ��
i _.nnA a �:dn�n
PLAN
MIN. MIN.
t01ffACTO EARTH RWOE ,FADED
5:1 OR RATRR SLOPE
31 OR FUTTER SLOPES
SECTION A - A
TEMPORARY AND PERMANENT
DIVERSION TERRACES
PERCENT OF
LAND SLOPE
5 ACING
(IN FEET)
15 - 252
50
to - 15X
BO
B - 10%
125
3 -eR
2 -4 PCF UREIHA
6I
300
NOTES
1. DURING CONSTRUCTION, DIVERSION TERRACES SHALL BE PREPARED AT THE END OF EACH
WORK DAY.
2. WHERE SLOPE OF CONSTRUCTION AREA EXCEEDS THAT FOR SAFE INSTALLATION, TERRACES
SHALL BE INSTALLED AT BASE OF SLOPE ONLY.
3. AFTER EARTH DISTURBING WORK HAS BEGUN, DIVERSION TERRACES SHALL BE INSTALLED
AS SOON AS IS PRACTICABLE AT THE SPACING SHOWN N THE ABOVE TABLE OR AS SHOWN
ON THE DRAWINGS.
4. TEMPORARY AND PERMANENT DIVERSION TERRACES ARE REWIRED AT ALL WATERBODY
CROSSINGS AND UPSLOPE FROM ALL WETLAND BOUNDARIES.
S. THE DIVERSION TERRACE OUTLET SHALL BE LOCATED WHERE RUNOFF WILL BE RELEASED
ONTO AN EXISTING WELL - VEGETATED AREA IN THE ABSENCE OF A WELL- VEGETATED
AREA, AN OUTLET STRUCTURE (OS) MUST BE INSTALLED AT THE DIVERSION TERRACE
OUTLET.
6. PERMANENT DIVERSION TERRACES SHALL BE REVEGETATED WITH THE RIGHT OF WAY
STABILIZATION. CHANNEL LINERS MAY BE REWIRED FOR VELOCITIES GRATER
THAN 2.5 GPS.
DIVERSION TERRACE (WATERBAR)
TEMPORARY AND PERMANENT ov
EROSION CONTROL MEASURE
SCALE: N.T.S.
IaalIIIIIIB
ISEE NOR 21
TRENCH PLUG TO BE KEYED
INTO BOTTOM OF TRENCH.
(SEE NOR 2)
> I
SPACIIIO AS SHOW ON RAX I
PROFILF
TRENCH RUG
CROSS- SECTION
'LUG
FOAM
NOTES
1. TOP SOIL SHALL NOT BE USED IN TRENCH PLUGS
2. TRENCH PLUG SHALL BE KEYED TO SIDES AND BOTTOM OF TRENCH
S TRENCH PLUGS SHALL BE INSTALLED AT THE BANKS OF ALL
WATERBODIES AND AT THE BOUNDARIES OF ALL WETLANO
CROSSINGS AND AS INDICATED ON THE CONSTRUCTION DRAWINGS
IMMEDIATELY AFTER TRENCH EXCAVATION. THE PLUGS MAY BE
TEMPORARILY REMOVED DURING PIPE PLACEMENT, BUT THEN REPLACED.
4. TRENCH PLUGS SHALL BE LEFT IN PLACE WIZEN THE TRENCH IS BACKFILLED
TRENCH PLUG /BREAKER ��
Ir
TEMPORARY AND PERMANENT
EROSION CONTROL MEASURE
SCALE: N.T.S.
REFERENCE DRAWINGS
DRAWING NO TITLE
STNS 1HRO161 CONSTRUCTION
Ma To RESTRAIN, F SLOPE
IS OKA" THAN 5 PERCENT
r.2'
STINKS
SEE NOTES FOR CONNECTION
OF HOSE TO FILTER BAG (NOTE 4)
T,
ZZ
SECTION
NOTES
1, FILTER BAG SHALL BE PLACED ON A SLOPING OR LEVEL. WELL VEGETATED SITE
SUCH THAT WATER WILL FLOW AWAY FROM DEVICE AND ANY WORK AREAS.
2. THE FILTER BAG MUST BE STAKED IN PLACE IF THE FILTER BAG IS PLACED ON A
SLOPE GREATER THAN 5 PERCENT.
3. FILTER BAG SHALL NOT BE USED FOR DISCHARGE FLOWS GREATER THAN 300 GPM.
4. CONTRACTOR SHALL PROPERLY REMOVE AND PROPERLY DISPOSE OF USED FILTER BAGS
IMMEDIATELY UPON COMPLETION OF DEWATERING OPERATIONS. UNDER NO CIRCUMSTANCES
SHALL USED FILTER BAGS BE LEFT IN PLACE FOR A PERIOD OF TIME GREATER THAN 46
HOURS AFTER DEWATERING OPERATIONS ARE COMPLETE.
5. SEDIMENT FROM BAG SHALL BE SPREAD IN AN UPLAND AREA WITHIN THE CONSTRUCTION
CORRIDOR AND THE AREA SHALL BE STABILIZED AND REVEGETATED.
S. TO ATTACH HOSE, CUT OPEN CORNER OF FILTER BAG, GATHER UP MATERIAL AND CLAMP
TO A SHORT SECTION OF STEEL PIPE. CLAMP HOSE TO OTHER END OF PIPE. BOTH
CONNECTIONS SHALL BE WATERTIGHT.
7. CONTRACTOR SHALL ONLY INSTALL ONE DEWATERING HOSE PER FILTER BAG.
d RUNOFF SHALL NOT CHANNEL OR CREATE EROSIONAL ISSUES
MATERIAL SUMMARY
DESCRIPTION
FILTER BAG
TEMPORARY EROSION CONTROL MEASURE
SCALE: N.T.S.
REVISIONS
DESCRIPTION
it" h N TWO
TO OEWWTFRNG
PLUG DESCRPItdw
RUG MATERIAL
SiROCiURE (OS7)
SACK
1/2 CU. FT. SACKS OF
Kill SIFTED SOL OR SAND
OR FLIER BAG (FB}
F04V
2 -4 PCF UREIHA
JWF
SOIL EROSION
FOAMED N RAC(
TRENCH RUG
CROSS- SECTION
'LUG
FOAM
NOTES
1. TOP SOIL SHALL NOT BE USED IN TRENCH PLUGS
2. TRENCH PLUG SHALL BE KEYED TO SIDES AND BOTTOM OF TRENCH
S TRENCH PLUGS SHALL BE INSTALLED AT THE BANKS OF ALL
WATERBODIES AND AT THE BOUNDARIES OF ALL WETLANO
CROSSINGS AND AS INDICATED ON THE CONSTRUCTION DRAWINGS
IMMEDIATELY AFTER TRENCH EXCAVATION. THE PLUGS MAY BE
TEMPORARILY REMOVED DURING PIPE PLACEMENT, BUT THEN REPLACED.
4. TRENCH PLUGS SHALL BE LEFT IN PLACE WIZEN THE TRENCH IS BACKFILLED
TRENCH PLUG /BREAKER ��
Ir
TEMPORARY AND PERMANENT
EROSION CONTROL MEASURE
SCALE: N.T.S.
REFERENCE DRAWINGS
DRAWING NO TITLE
STNS 1HRO161 CONSTRUCTION
Ma To RESTRAIN, F SLOPE
IS OKA" THAN 5 PERCENT
r.2'
STINKS
SEE NOTES FOR CONNECTION
OF HOSE TO FILTER BAG (NOTE 4)
T,
ZZ
SECTION
NOTES
1, FILTER BAG SHALL BE PLACED ON A SLOPING OR LEVEL. WELL VEGETATED SITE
SUCH THAT WATER WILL FLOW AWAY FROM DEVICE AND ANY WORK AREAS.
2. THE FILTER BAG MUST BE STAKED IN PLACE IF THE FILTER BAG IS PLACED ON A
SLOPE GREATER THAN 5 PERCENT.
3. FILTER BAG SHALL NOT BE USED FOR DISCHARGE FLOWS GREATER THAN 300 GPM.
4. CONTRACTOR SHALL PROPERLY REMOVE AND PROPERLY DISPOSE OF USED FILTER BAGS
IMMEDIATELY UPON COMPLETION OF DEWATERING OPERATIONS. UNDER NO CIRCUMSTANCES
SHALL USED FILTER BAGS BE LEFT IN PLACE FOR A PERIOD OF TIME GREATER THAN 46
HOURS AFTER DEWATERING OPERATIONS ARE COMPLETE.
5. SEDIMENT FROM BAG SHALL BE SPREAD IN AN UPLAND AREA WITHIN THE CONSTRUCTION
CORRIDOR AND THE AREA SHALL BE STABILIZED AND REVEGETATED.
S. TO ATTACH HOSE, CUT OPEN CORNER OF FILTER BAG, GATHER UP MATERIAL AND CLAMP
TO A SHORT SECTION OF STEEL PIPE. CLAMP HOSE TO OTHER END OF PIPE. BOTH
CONNECTIONS SHALL BE WATERTIGHT.
7. CONTRACTOR SHALL ONLY INSTALL ONE DEWATERING HOSE PER FILTER BAG.
d RUNOFF SHALL NOT CHANNEL OR CREATE EROSIONAL ISSUES
MATERIAL SUMMARY
DESCRIPTION
FILTER BAG
TEMPORARY EROSION CONTROL MEASURE
SCALE: N.T.S.
REVISIONS
DESCRIPTION
PPOLNE TRENCH
FLOATNG INTAKE
NOTES
1. WATER PUMPED OUT OF TRENCH SHALL NOT BE DISCHARGED INTO WATERWAYS. WATER SHALL
BE DISCHARGED INTO A FILTER BAG OR DEWATERING STRUCTURE.
2. PUMP SHALL BE CONTROLLED SO THAT DISCHARGE DOES NOT OVERPLOW DEWATERING
STRUCTURE.
3. PUMP SUCTION HOSE MUST NOT BE ALLOWED TO COME IN CONTACT WITH TRENCH BOTTOM.
PRO"SIONS MUST BE MADE TO ELEVATE THE SUCTION HOSE TO AT LEAST ONE FOOT ABOVE
THE BOTTOM OF THE PIPE TRENCH UNTIL BOTTOM DEWATERING IS NECESSARY.
4. DEWATERINO SHALL NOT OCCUR DURING TIMES OF HEAVY RMNFALL EXCEPT AS REWIRED TO
PREVENT FLOODING OF CONSTRUCTION EQUIPMENT LOCATED IN BORE PITS AND TRENCHES.
5, PUMPS UTILIZED WRING DEWATERING SHALL BE PLACED WITHIN SECONDARY CONTAINMENT
IF POSTIONEO WITHIN 100 FEET OF A WETLAND OR WATERBODY.
TRENCH DEWATERING �-,
TEMPORARY EROSION CONTROL MEASURE I"
SCALE: N.T.S.
UM
TO OEWWTFRNG
URSCoryorawL-
-2rZ
0111
SiROCiURE (OS7)
,,IC2
NorBI Carolina License R G2247
OR FLIER BAG (FB}
SRX PILE
SB LOOP - WEST
JWF
SOIL EROSION
AKI
CONTROL DETAILS
SUCTION lWE
IL
DRAWN BY:
CH UXED p: APPROVED K: Sl:M
^S MITER FABRIC
PPOLNE TRENCH
FLOATNG INTAKE
NOTES
1. WATER PUMPED OUT OF TRENCH SHALL NOT BE DISCHARGED INTO WATERWAYS. WATER SHALL
BE DISCHARGED INTO A FILTER BAG OR DEWATERING STRUCTURE.
2. PUMP SHALL BE CONTROLLED SO THAT DISCHARGE DOES NOT OVERPLOW DEWATERING
STRUCTURE.
3. PUMP SUCTION HOSE MUST NOT BE ALLOWED TO COME IN CONTACT WITH TRENCH BOTTOM.
PRO"SIONS MUST BE MADE TO ELEVATE THE SUCTION HOSE TO AT LEAST ONE FOOT ABOVE
THE BOTTOM OF THE PIPE TRENCH UNTIL BOTTOM DEWATERING IS NECESSARY.
4. DEWATERINO SHALL NOT OCCUR DURING TIMES OF HEAVY RMNFALL EXCEPT AS REWIRED TO
PREVENT FLOODING OF CONSTRUCTION EQUIPMENT LOCATED IN BORE PITS AND TRENCHES.
5, PUMPS UTILIZED WRING DEWATERING SHALL BE PLACED WITHIN SECONDARY CONTAINMENT
IF POSTIONEO WITHIN 100 FEET OF A WETLAND OR WATERBODY.
TRENCH DEWATERING �-,
TEMPORARY EROSION CONTROL MEASURE I"
SCALE: N.T.S.
UM
Piedmont
URSCoryorawL-
-2rZ
0111
Natural Gas
,,IC2
NorBI Carolina License R G2247
SB LOOP - WEST
SOIL EROSION
AKI
CONTROL DETAILS
NORTH CAROLINA
DRAWN BY:
CH UXED p: APPROVED K: Sl:M
DHW
SIR OC
NO. 39911024
' :01/23/13
55aLw sEc- DTL -DDg SHEET 51 OF 52
A

s
V
OTYPICAL CONVENTIONAL PIPELINE CONSTRUCTION
PROPOSED 20' EASE W PROPOSED 30' Tws
WiIAIL GK t2' TREK. VARIES
S
y
TOPSOIL SL9S(x a' S' S
f'
L
PROPOSED t2• 11R f
W
IMTURAL PrQDA IE SLOPE
b'
EXSTP,O 10- GPtPEUN NED aMmDADYoUw Y IC—OV.E) MnVN R
)
O RIGHT PARALLEL LAY WITH EXISTING PIPELINE
ON NON - WORKING SIDE
02 TIE IN (BELL HOLE)
EXCAVATION PROFILE
EYtf1NO eD'
N O T E S
1. ALL EXCAVATION SHALL MEET THE REQUIREMENTS OF OHSA 29 CFR 1926.
2. ONLY AUTHORIZED PERSONNEL ARE PERMITTED IN EXCAVATED AREA.
3. CAVE –IN PROTECTION BY SLOPING:
D. IF THE SOIL IS ANALYZED, CATEGORIZED AND DOCUMENTED BY A QUALIFIED AND COMPETENT PERSON AS
TYPE A. B, OR C SOIL, THE SLOPE WILL BE AS FOLLOWS:
TYPE A – 3/4 (H) TO I (V), TYPE B – 1 TO 1, TYPE C – I% TO 1.
b. IF THE SOIL IS NOT ANALYZED AND CATEGORIZED BY A QUALIFIED AND COMPETENT PERSON, THE SOIL SLOPE
WILL BE CONSIDERED TYPE "C" & SLOPED ACCORDING TO OSHA STANDARDS CFR 1926 SUPPORT 'P'. THE
SLOPE WILL BE FROM THE TOE OF THE TRENCH AND WILL BE CONSISTENT THROUGHOUT THE TRENCH WALL.
4. VERTICAL WALL (DOES NOT INCLUDE BENCHES) AND VERTICAL CUTS ARE ALLOWED ONLY AS LISTED BELOW:
TYPE A – VERTICAL CUT CAN BE A MAX. OF 3% FT. IN HEIGHT WITH A 3/4 (H) TO 1 (V) SLOPE BUT CAN NOT
BE MORE THAN 6 FT. DEEP. VERTICAL CUT CAN BE A MAXIMUM OF 3% Fr. IN HEIGHT BETWEEN B TO
12 FT. IN DEPTH BUT THE SLOPE INCREASES TO 1 TO 1 ABOVE THE VERTICAL CUT.
TYPE B – VERTICAL CUT NOT ALLOWED, EXCEPT FOR A BENCH CUT IN COHESIVE B SOIL.
TYPE C – VERTICAL CUT NOT ALLOWED. SLOPE TO TOE.
SLOPE H
V�
VERTICAL WALL
6' BEDDI
REQUIRED SLOPE OF UNSHORED EXCAVATION WALLS
PIpPp2[D t2• P[dgMf ~•
SLOPE N4TUML fiAS Pw ER
(a. � CGIR) � b• TRCHCHED CSCAVATION ERISTNO t0-. PPRDIE
I- SEDD1.0 (";
I 2s' I 35'
® LEFT PARALLEL LAY WITH EXISTING PIPELINE
ON NON - WORKING SIDE
NOTES REFFRENCE DRAWINGS MATERIAL SUMMARY REVISIONS
DRAWING NO, TITLE NO. DESCRIPTION QTY (ACTUAL) NO. DATE By I DESCRIPTION um 0111 Piedmont
A
1/23/1 BT ISSUE FOR APPROVAL URSCorporr�on•NDr(hCarDlata Natural Gas
NoM CaIDFa Uc*nw %C -2243
513 LOOP - WEST
SOIL EROSION
AK TYPICAL WORKSPACE CONSTRUCTION METHOD
OPEN CUT-CONVENTIONAL
-' DRAWN BY: CHECKED 8'f: APPROVED BY. SCALE:
DHW SR DC N.T.S.
J08 NO. DATE:Oi 23 13 DRAWING NO: SHEET 52 OF 52 1 A
5BLW–SFC–CMD-0011 — — j
YARKS
tY TRENCH
S'T "a
4ii
N O T E S
1. ALL EXCAVATION SHALL MEET THE REQUIREMENTS OF OHSA 29 CFR 1926.
2. ONLY AUTHORIZED PERSONNEL ARE PERMITTED IN EXCAVATED AREA.
3. CAVE –IN PROTECTION BY SLOPING:
D. IF THE SOIL IS ANALYZED, CATEGORIZED AND DOCUMENTED BY A QUALIFIED AND COMPETENT PERSON AS
TYPE A. B, OR C SOIL, THE SLOPE WILL BE AS FOLLOWS:
TYPE A – 3/4 (H) TO I (V), TYPE B – 1 TO 1, TYPE C – I% TO 1.
b. IF THE SOIL IS NOT ANALYZED AND CATEGORIZED BY A QUALIFIED AND COMPETENT PERSON, THE SOIL SLOPE
WILL BE CONSIDERED TYPE "C" & SLOPED ACCORDING TO OSHA STANDARDS CFR 1926 SUPPORT 'P'. THE
SLOPE WILL BE FROM THE TOE OF THE TRENCH AND WILL BE CONSISTENT THROUGHOUT THE TRENCH WALL.
4. VERTICAL WALL (DOES NOT INCLUDE BENCHES) AND VERTICAL CUTS ARE ALLOWED ONLY AS LISTED BELOW:
TYPE A – VERTICAL CUT CAN BE A MAX. OF 3% FT. IN HEIGHT WITH A 3/4 (H) TO 1 (V) SLOPE BUT CAN NOT
BE MORE THAN 6 FT. DEEP. VERTICAL CUT CAN BE A MAXIMUM OF 3% Fr. IN HEIGHT BETWEEN B TO
12 FT. IN DEPTH BUT THE SLOPE INCREASES TO 1 TO 1 ABOVE THE VERTICAL CUT.
TYPE B – VERTICAL CUT NOT ALLOWED, EXCEPT FOR A BENCH CUT IN COHESIVE B SOIL.
TYPE C – VERTICAL CUT NOT ALLOWED. SLOPE TO TOE.
SLOPE H
V�
VERTICAL WALL
6' BEDDI
REQUIRED SLOPE OF UNSHORED EXCAVATION WALLS
PIpPp2[D t2• P[dgMf ~•
SLOPE N4TUML fiAS Pw ER
(a. � CGIR) � b• TRCHCHED CSCAVATION ERISTNO t0-. PPRDIE
I- SEDD1.0 (";
I 2s' I 35'
® LEFT PARALLEL LAY WITH EXISTING PIPELINE
ON NON - WORKING SIDE
NOTES REFFRENCE DRAWINGS MATERIAL SUMMARY REVISIONS
DRAWING NO, TITLE NO. DESCRIPTION QTY (ACTUAL) NO. DATE By I DESCRIPTION um 0111 Piedmont
A
1/23/1 BT ISSUE FOR APPROVAL URSCorporr�on•NDr(hCarDlata Natural Gas
NoM CaIDFa Uc*nw %C -2243
513 LOOP - WEST
SOIL EROSION
AK TYPICAL WORKSPACE CONSTRUCTION METHOD
OPEN CUT-CONVENTIONAL
-' DRAWN BY: CHECKED 8'f: APPROVED BY. SCALE:
DHW SR DC N.T.S.
J08 NO. DATE:Oi 23 13 DRAWING NO: SHEET 52 OF 52 1 A
5BLW–SFC–CMD-0011 — — j

x
a
s
a
s
S
3
9
cgs_
5�
Piedmont
Natural Gass
4720 Piedmont Row Drive
Charlotte, NC 28210
U&S
10550 Richmond, Suite 155
Houston, TX 77042
AK,
5020 Ritter Road, Suite 206
Mechanicsburg, PA 17055
5B LOOP - EAST
N C D E N R EROSION CONTROL COVER
12" NATURAL GAS PIPELINE, NORTH CAROLINA, PROJECT NUMBER: 39911024
PLOT SCALE AT 22" x 34"
DRAWING NUMBER: 5BLE- SEC -C -001
SHEET 1 OF 48

EROSION CONTROL MAINTENANCE PWV
1. ALL SEDIMENT NO EROSION CONTROL DEMCES %ALL E INSPECTED EMERY WHEN (7) DAYS OR AFTER
EACH OWAtL OCCURRENCE rTW EK(7[IDS OW -HWF (0.5) 1101.
2. ALL EROSION CONTROL DEUCES UVLL E NRTPUEY NAMMIED DOW ALL RKRS Or CONSTRUCTION
U1t THE COMPLETION Of ILL CONSTITUTION ACTNTIES AND ALL OMMU WD AQSS HAVE DEEM
STAKM. ADDnIONAL CONTROL DEUCES MY E REGARD) DURING WNSTRUCION N ORDER TO
CONTROL EROSION AND/OR OFFSITE SEDWWATON. ALL TEMPORARY CONTRA DEVICES SHALL E REMOVED
ONCE CONMPUDON 6 COMPLETE AND THE SITE 5 STABOZED.
3 SEW" WILL E IEW94D FROM BEHIND INC SILT FENCE WHEN R ECOMES ABOUT 0.5 FEET DEEP AT
THE FENCE. THE SEGMENT FEET WILL E PREPARED OR REPLACED AS NECESSARY 70 MAINTAIN A
WEER.
4, ALL ALAS BILL E FERTILIZED. RESEEDED AS NECESSARY ND MULCHED ACCpIONG TOSPECFIGTIOS N
PC VEGETATIVE PLAN TO MAINTAIN A VWWUS, DENSE IERTATE COVER
S STONE CONSTRUCTION ENTRANCE TO E CLEANED WHEN SEDIMENT ACU AATONS ARE VTSKU OR
SEDIMENT 6 TRACKED ON l0 THE PAVEMENT . STOW WILL E PERIODICALLY TO` OESSED NN 2 LACES
O 14 STOW TO MANTA 1 NCH DEOTH. THE CONTRACTOR SMALL ONLY REMOVE MLO /SOIL FROM
PAVEMENT. AS MY E REQUIRED.
6. CONTRACTOR SHALL TAE ADDITIONAL STEP AS NEEDED TO ENSUE REESGBIDIMENT O VEGETATION 6
ACHIEVED N WETLAND AREAS ON A CASE N CASE MESS.
CONSTRUCTION SEQUENCE
1. OBTAIN GMDIC /ERCSON CONTROL PUMP APPROVAL FROM NCDEMI.
2, SCHEDULE MANDATORY NE- COr6IR1IC7ION MEETING WIN LAND OLWTT (RHONE 1 252 -919 -6481) 4a
HORS PRIOR 70 C016IRUCI1ON TO DISCUSS EROSION CONTROL MEASURES.
A INSTALL TEMPORARY $ILT FENCING ON DOWNHILL SIDE OF EASEMENT.
4. INSTALL TEMPORARY DIVERSION DITCHES AND BATTLES ON IRE DMRU SOX O EASEMENT. COSTAL ERM
ON UPHILL SIDE OF EASEMENT. INSTALL ALL OTHER MEASURES AS SOWN ON THE APPROVED RIMS.
5. INSTALL TEMPORARY GRAIL CONSTRICTION ENTRANCES PER NCDOT OR SWAY PERSIL INSTALL INLET
PROTECTION FOR SIM LRA NLEI LOCATED N FIELD,
6, CALL FOR ONSIE NSKCTION N ILEA INSPECTOR OM MAW CERTWAT04 O COMPLETION. PRIOR
TC CONSTRU DON N EACH AREA
7. MANTA 50 FOOT BUFFER MOM AL WETLANDS AND STREAMS. NO CLEATING OR GRDW WILL E
PERFORMED N THE 50 FOOT PAM ARIL THE FRANCS )RUED BELOW NE NET, LWUS& ACCESS
ACROSS THE WEILAND 6 NEEDED. F ACCESS 6 NEEDED, AN ACCESS PATH FOR TOUPENT ONLY WILL
E CLEANED, SILT FENCE WAY E ARCED N 50 FOG BUFFER AROUND STPEAS NO WETLANDS. BUT
TEMPORARY DIVERSION DIM BILL NOT E ISIAUT) IN Tit BUFFER UNTIL THE TIME FORKS OVTLNED
INDO .
8. NO CLEARING O TREES N THE WERAND BUFFER OR SMALL WEILAND CALK (LESS THAN 400' M LENGTH)
UNTIL TWEE 70 FIVE DAYS BEFORE STMT O CONSTRUCTION. ND ITIAa1N: O TREES N THE IRTLAND
BUFFER OR UiCE WEILAND PLEAS (OVER 400' N LENGTH) UNTIL SEVEN TO FOURTEEN DAYS BEFORE THE
STMT OF CONSTRUCTION. DEER ACCESS 6 NEEDED CROSS THE WEILAND. F ACCESS 6 NEEDED. AN
ACCESS PATH FOR VEOPMENI GWT WILL E CLEARED_
9 CORN WEILAND IMPACT ALAS. REMOVAL OF VUWPS 6 ALLOWED TO THAT AREA DIRECTLY OVER THE TRENCH LINE. REMOVAL O STUDS 6 ND ALLOTTED N TEMPORARY IMPACT ALAS.
IO.NRTATE CLEARING AND GRU98NG WIN" DENUDED LIMITS. INSTALL TEMPORARY EROSION CONTROL
MEASURES WAR STREAM AND REMAND CROSSINGS. TEMPORARY SEEDING SWIM K PERFORMED WITHIN
TWEE TO FIVE DAYS AFTER CRUMM.
I IIIIT M AREA OF CW4WM L PPEuK CONSTRUCTION TO NO AGE THAN 10 LNfM MILES, N
FRONT OF THIS 10 MILE SECTION ALL OS IRRIED EARTH SILL HAVE OROU D COVER AS OUTLINED MME,
PPE MAY BE MOVED TO THE RIGHT O THE RIOT -O -IIAY AND LAID OUT TO MORE THE OPEN TRENCH
IRE FINE FOR CONSTRUCTION. DISTRUED MFRS BEANO THE 10 WE SECTION TALL RECENT
PERMANENT GROUND COVER MITI TWEE TO FIVE CALENDAR DAYS AFTER THE PPEURE TRENCH 6 FILLED.
12FWCW JG PEP/WOON O Tit NOW AND e6TALATIM O THE NECESSARY SEDIMENT AND EROSION
CONTROL MEASURES. THE FRENCH BILL E EXCAVATED AID SPOILS WILL BE PEED ON THE TON- WORONO
RE OF TNE ROE. F NECESSW, TRENCH BREAKERS BILL E INSTALLED WHIN THE TRENCH 70 SLOW
THE ROW O THE SUBSURFACE HOER. WHEN HATER 6 RAPED OUT OF THE TRENCH FOLLOWING A
PAWALL EMT, DEDH ADE MUST E RAPED THROUGH SILT SACKS PRIOR TO LEAVING SITE
13 SUBSURFACE 061ROVOCE OR STUD REMOVAL WALL ONLY BE CONDUCTED WIDE M TEN DICK
KIM WEIVAID& SOUP REMOVAL OR UGHT GAINING ARMY OCCUR ON THE AMONG SIDE OF RE ROW
OWT F EWM FOR SAFETY REASONS WITHIN I ERIMOS.DIF WAIN WILL K KWORED FROM THE
7MKR WS RACED ALONG THE WORKING S10C O THE ROW. N CERTAIN ARRAS, SUCH AS WETLANDS AND
FIELDS SUPPORTING CROPS. EFFORTS WILL E MADE 10 SEGREGATE TOPSOIL FROM THE SUBSOIL
14A AREAS WHERE SEOIEGAION OF lE SUBSOL AD TOPSOL 6 NECESSM', THE TOPSOIL Bill BE
REPLACED LAST. AFFECTED AREAS WILL TWIN E "CLEANED UP BY ROUGH-GWONG APO TEMPORARY
SEEDING (F NECESSARY), FOLLOWED BY FINAL GRUIC, PERMANENT SEEDING AND WATCHING TO RESTORE
TNE I,O.W. AS CLOSELY AS POSSIBLE TO P E- DISINUBACE CONTOURS NO CONMONS.
IS ANY CONSTRUCTION ACTIVITIES REQUITING AN ROD OR JACK AND BORE WLL BE PERFORMED N ADDITION
TO THE 10 COLE SECTION DESCRIED ABOVE.
t6.SIAKM SITE AS TRENCH 6 RESTORED TO ORIGINAL GRACE WITH VEGETA". PAYING, DITCH LAMM.
ETC.
17AEAS DEMOTED AS'GOLTNATED LAND AS HATCHED ON THE PUNS M NOT REQUIRE PERMANENT
GROUND COENO E ESTABLISHED AT THE END O CONSTRUCTION
IEWHEN VEGEUTON HAS ECLME ESTABLISHED, CAL FOR FINE SITErrKCMN By Kom NSPECTOL
19NBOVE SILT FUNDING. DIVERSION DTCHES, RAW. NOD OTHER EROSION CONIROL MEASURES AER
FINAL APPROVAL FROM WCDENR NSPECIONREAS DISTRUSTED DURING THIS PROCESS SHALL E RESEEDED
NTH PERMANENT SEED.
20ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED N CMRDVCE ON THE NCDENR
REGULATIONS AID /OR MCDG SECONDARY RODS METHODS.
21.IE CONTRACTOR SHALL DLOENTLY AID CONTINUOUSLY MAINTAIN ALLEROSON CONTROL DDOM AND
STRUCTURES TO MINMtU EROSION. THE CONTRACTOR SHALL MANTA CLOSE CONTACT WITH THE MEDENR
INSPECTOR 50 THAT PERIODIC INSPECTIONS CAN E PERFORMED AT APPROPRIATE STAGES OF
CONSTRUCTION.
22NOIIML ROM -OF -WAY MWMNNCE. PPELK HYDR)IESTNO NO PPEUNE AEPARS BILL TAE PLOT
N THE WEEKS AND MONTHS AFTER TE DISTRIED RICH-OF-WAY HAS EDEN PERMANENTLY SEEDED.
EROSION CONTROL NOTES
1. ANY CRACK BEYOND THE DENUDED UMn SHOWN DO THE PLAN 6 A VIOLATION OF THE NCOENR PEW
AD NIT E SUBJECT 70 A FIE. LIMOS OF CONSTRUCTION .7071 ACRES THIS NCILOES A w.y
THAT ARE SET ASIDE FOR CFFSDE LAMM AREAS FOR CONSTRUCTION MATERIALS. RAISE LAYMAN A"
ALL E DETERMINED DURING THE CONSTRICTION PROCESS AD WILL E C001DMTED WITH THE NCOENH
UOSd CONTROL INSPECTOR
2. GWM RARE TINE ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN 6 A VIOLATION OF THE
WDENL REGULATIONS.
3. A GROUND COVER MUST E PROVIDED ON EXPOSED SLOPES NMN 21 OKEND R DAYS FOLLOWING
CDWLrMN O AT PEASE O CRACK; AND. A PERMANENT GROUMID COYER FOR ALL DWMMD AREAS
WITHIN 15 BORING DAYS OR 90 CALENDAR DAYS (WKW4ER 6 SHOT FOLDING COMFlVON OF
CONSTRUCTION OR DEVELOPMENT.
4 ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY E REQUIRED BY A REPRESENTATIVE OF
NCOENIL
5. SLOES 9-MILL E GILDED NO STEEPER THAN 11.
C ADDITIONAL DEVICES MAY E EOMED AS AGREED AWN WITH FIELD INSPECTOR. ENGINEER APO OWNER,
7. F ACTS CONSTRUCTION CEASES N ANY AREA FOR MORE THAN 15 WORKING DAYS OR 90 CALENDAR DAYS
(AICNEWR 6 SHOWER). ILL DSTRIIED AREAS COST E SEEDED, MULCHED NO TALKED UALESS
ROTTEN APPROWN. 6 GREED BY THE MCDENK INSPECTOR
L. POILOWIC RANT ►AREAL EVENT OUTER THAN 05 NOES. CONNACTOR SCOWL INSPECT AND EPA. AS
ECESSAT, ALL DAMMED EROSION CONTROLWASlRES INS NCLUOES " 6 NOT UNITED TO R7
FENCE. CHECK DAIS, CONSTRUCTION ENTRANCES. WETIAVED CROSSINGS AND STREW CROSSINGS TYPICAL
INNIENVICE MUCKS DECKING FOR STRUCTURAL DEFILMOMM SUCH AS URDERMW AD DECORS
BUILDUP AROUND 5117 FENCE C ECKMMS.STEM AO WEILAND CAOSSM SHALL E CHECKED FOR
STRUCTURAL DEFICIENCIES SUCH AS EXCESSIVE RUTTING. WASHOUTS AND SEDIMENT DISCHARGE.
L. CONTRACTOR $HALL TNT ALL PRkWA MEASURES TO MINIMIZE THE UEA FOOTAGE OF PSTUtED AREA
AND TO ENSURE THAT THE DISTURBED AREAS ARE SDABLIZED WITH VEGETATION $6 SOON AS POSSIBLE.
IO.CON11MCTOR SMALL TAE ALL PRACTICAL MEASURES POS581 TO WT THE AMOUNT OF STREAM NO
WEILAND DISTRBMIOE I/O TO REDUCE THE AMOUNT O R7 ENTERING THE AWCENT HOER SCONES.
11.AOL EXISTING AND PROPOSED O KS SMALL E STABILIZED USING STRAW WITH NET OR A40TKR FONT
O SOP STABILIZATION APPROVED BY THE ENGINEER IMMEDIATELY FOLLOWING SEEDBED PREPARATION AD
SEEDING. SLOPE STABILIZATION SEOULD E INSTALLED PER THE NCMFAC7LRTR'S RECOMMENDATION.
12AC UAL LOCATIONS OF SILT FENCE OtELET DEVICES SHOULD E FIELD ADAWED To ALLOW DEVICE TC E
LOCATED AT LOW POINTS
13SLT FENCE S1O1N ACROSS PROPOSED GASLNE WILL E INSTATED WEELNTELY AFTER THE CLEARING
PRAY AND THEN TEEOPARILT REMOVED DLRNIC PPELPE INSTALLATION FOR EACH Fg1A GUL AREA
SEEDED PREPARATION
T. CHISEL COMPACTED AREAS NO SPREAD IMAGE 3 WOWS DEEP OVER ADVERSE WL DIAMETER& F
AVAIABLL.
2. ARP THE ENTIRE AREA TO 6 NOES DEPTH.
3. PRY AGRICULTURAL LAW. FERTILIZER, AND SUPER "C'SPHWE UNIFO4ILY AND MX WITH SOIL (SEE SEED
4. SEED ON A FRESHLY PREPARED SEEDED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR
CUTPCK AFTER SITTING.
5. MATCH OW(YATELT AFTER SEEDING AND ANCHOR MOLTCH.
6. INSPECT ALL PEED AREAS AND WAKE NECSSW SPARS OR EYEDW IKDAN THE PIAHW SEASON
F POSSIBLE. F STAND SHOULD E OVER 609 DAMAGED. REESTABLISHMENT FOLLOWING ORCWAL LIME.
FERTILIZER AND SEEDING RATES.
7. COMSAT CONSERVATION INSPECTOR ON MA FiENAJCE TREATMENT AND FERTILIZATION AFTER PERMANENT
COVER 5 ESCAB-ISED,
STREAM AND WETLAND PERMANENT SEEDING SCHEDULE
SPECIES I COMMON NAME I PFRCENTAGE OF MIX
Agrostbs stobWera Cirmirg bentgrau IS
- Care. Y Ipi kki : FOP Sadg! 1 12
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s*1wYL Iffn MS, Nc aENPtN
SPrt N
DATE' TYPE.
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RYE GRAIL
01
Saot.'ia meet a
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ABRUZZI NYE
02
Sau cernuss___...__,
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APR 15 AK 30 NUMMEO COMMON
• VVE TLAND SEED MX 10 BE K 41PED
_- _.__ -_
10 ALL ----------- LAND
AREAS
EX' ENDING -•-
F(VE FEET LAHWYARDFOLLOWENCTCCNSTRUCT IONI.
35 051A OR 314 UI1W0 SF
•• RECOMMENDED APPLICATION RATE 20-25 LOS. PER ACRE
NONE
ANIAOMMStourera_ .._ - -:. veelw�g xnt4!?'_'._�.- _ 10 ---- --
- --
RudbedW hMta, NC f1rJ5type . Mack-eyed s4ASan 10 0
ca'- is lanceolata Lane leaf tkks"d 10
Iunfus
S- Ifia. -_IM :IOdwngrass I OS
OMEN OINIG FIVE FEET LANDWARD AND WITH N HIGH CACUND PORTIONS OF
TNE ZONE 1 BUFFER. FOLLOWOJG CONSTRLUCTbCX'1
"RECGVME'NdLK MI'Ut.ICA.flCNd RATE 20t15LBS PERACRE
31 SLOPES OR FLA -TER
TYCO -:
1 APPLY AGRICULTURAL L:ME AT TNCS RATS OF ­75 LSVIDDO SF
APPLY COMA MC1AL rCR''LtZCR AT IOIC RA7E Cr 46 LO&IDW S F FOR S -to iorCRTRIZER
'ALP SAOOOSP FOR i ?x•20 FERTILIZER, OR 20 LBSH000 SF FOR1874AVERTIUZER
3 SEED 04 ACCORCAW -C WITH THE FO.LOANNG SCHECULE AND APPLICATION RATES
DATE' TYPE.
PLANTING RATE
AUG 15 NOV 1 TALL r1s(U
30C I WAC OR 7 LRSr1000 S F.
RYE GRAIL
12C USIAC OR 3 UIVICCO S.IF
NOV 1 • MAR 1• TALL FESCUE AND
300 LRSIAAC OR 7 US11000 S.F.
ABRUZZI NYE
25 LSVAC Oft 212 Los/x000 S.F.
MAR L - APR IS TALL FESCUE
)W LBS!AC OR 7 18 5110 00 S F
APR 15 AK 30 NUMMEO COMMON
TALL FESCUE AW
BERMUDA GRASS
2S tWAC OR 112 ISS/lOOD S.F.
ILR 1 -AUG 35 7ALL fESC'UE AND
SOD LBS/AC OR 112 LAV300) S. V
BRONIN TOP MILLIT
35 051A OR 314 UI1W0 SF
OR SOR"t"A
NONE
SUDAN HYRRMK
3C USJAC 00314 to/10011 SF
A MULCH VVITH STRAW APPLIED AT THE RATE OF 95 LBS:OCC S F
HEAG:LV MULCHED D:RWG JANUARY - MARCH PERIOD
"CONTRACTOR MAY OR'AIN SOI; TEST TO DFTFRM ME AMOUNT OF I IMF R -QLARFO TO
OBTAIN A PH w9e of 6 5 N, 7 D
"• SEED TYPE RATES MIO'OR SOIL AI&INCI AEA4TS SPECIFIED ABOVE MAY SE MODIFIED
A -401OR ELAN RATED 1F REWIRE) BY OS HER LOCAL. STATE OR FEDERAL AGENCIES (EGA
NRCS, NC COOPERATIVE EXTENSION OFF C£. ETC 1 PRIOR TO MODIFICATIONS OR
ELMMINATO`JS CONTRACTOR S ALL SUBMIT WRITTEN DOCJMEMATON SUPPORTING THE
REQUEST FOR APPROVAL PR30R 70 MAKING MODIFRCATHON
1 APPLY AGR'CL)LTLJRAL UME AT RA-E OF - W tBMCCO S F
2 APPLY COMMERGAL FERTILIZER AT THE RATE Of 46 LBVIOOD SF. FO25.10- 10PERTWIZER.
24 LWIOM S F FOR 1'}20.20 FER%IZETR, C R 20 LBSV11700 S F. FOR /6-245 FERTILIZER.
3 "SEEDINACCOFDANCEWSIH I EFOLLOWIN,u SC7HeDJLE AND APPLICATIONRAIES
DATE:'
TYCO -:
PLAMINGRATU
MAR -JUN I
SERNI A LESPEQEZA
SD US/AC OR t III twloW
STAN17AT!f!N F
RYE BRAIN
Sr
(SCMNIFD) 92
M LRS/AC OA V4 AS /LCOC S,F,
MM - APR 1
ADDTAALFfSCUE
ISO LRS/AC OR 1112 LWIwC
I IVkY RAVE
W-,. WAL TY WATER Ii dW,L.... 7
5.E,
RUN SEPT 1••'
TALL FESCUE AW
:N LOS/AC OR 2112 ILB13OW
BROWNTOPWIET
S.F.
SLCPES STEEPER THAI. 31 I
OR SORGMIM SUDAN
35 LRS/AC OR 314 L8 /IOOD&f.
NONE
NYRRDS
IF C
C&Ieg ARE 101 rR LM
30 ttl /AC UM 3/d U/1 WOLF.
70lESJAC OR 131110/7000 S1.
SLOPES 31 OR FLA'TER 1
(URN UML D - UNSCAFIII R Dj
14 DAYS L
LEN OTH AND ARE NOT
STEEPER
TALL FESCUE
120 LIS/AC OR 11/2 totIwo
MRLET OR SUTCU N
Sr,
2O tSS/AC OR 12 U/I000 SF..
4. MULCH APPLIED AT THE RATE Or 95ISVIOM S.T. AND ANCHOR WITH ASPHALT EMULSION TACK
COAT APPLIED A7 THE MR O 10.15GM /EOM S.F. OR 4SC GAAW
• TEMf CdtApY RESEED S4Pi, 1 At pECOMMfND[D RATES
•• COMRAC-OR A4AY OBTAIN SOIL TEST TO DEIERJ64M AMCUN- Of t" RE WREDIO ORTMN A ph
AANGi1 OF 6.S TP TO.
SEED _YPE. RATES COLD /OR SOL AMEEIMEN -S SPECIFIED ABOVE MAY BE MODEFED AND/OR
EEPANATED N EQURFD BY OTHER LOCAL, STATE OR FEDERAL AGENCIES (f G. MRCS, NC
fCXNERATAE FXIfN{ON OFIE'F, FTC I PRIOR TO MQDIFKATNINS OR FEtMNATONS,
CONTRACTOR SHALL SUBMIT WRITTEN DOCUMENIAI ION SUPPORTING IHE REQUEST FOR
APPROVAL PRIOR TO MINING MODIFICATION
TEMPORARY SEEDING SPECIFICATIONS
TALLE 6.101,
TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER.
SEEDING MIOURE WE IIb/.
GERMANMILLET 40
N SHE NEDMON7 AND MOUNTAINS A SMALL STEMMED HDAAKNASS MAY BF VASTITU7f D AT A
RATE OF 50l BRACE,
SEEDING DATES
MOUNTAINS - MAY 15 - AUG 15
FEEDMONT -MAY 1 -AUG 15
COASTAL PLAIN - APR 15 - AUG 15
SOLI AMENOIA[N[S
FOLLOW ECOMA4ENDATNINS Of SO% TCSTSOR APPLY 2.000 U /ACRE GRCVND AGRhZR TURIN.
LMKSTOW AND 750 ES/ACE 14:0.30 fERTLiZER
MUtTCH
APPLY 4,000 LS /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHAI NETTING. OR A MULCH
ANKHCN TOOL, A DISK WITH OLAMS M I NEARLY STRAEiHT CM! IN, USED AS A MULCH ANCHORINKI
III L
MANTENANCE
EFERTRIIE IF GROW704 IS NOT FULLY ADEQUATE RESEED, NEFERTITI AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OIHEA DAMAGE,
TABLE 6.10M
TEMPORARY SEEDING MCOABEIUMBONS FOR SUMMER.
SEEDING MIK ME RATE SUVAt,
RYE GRAN 170
SFFUMG DATES
MOUNT 406 - AUG 15 - DEC 15
COASTAL PLAN AND PIEDMONT -AUG 15 - DEC 3C
SOHMAENDUKRIi
FOLLOW ECOMA4NDATNONS OF SOW TESTSOR APPLY 2,000 U!ACRE GRCVND AGRICULTURAL
UMSTCNE AND 750 46 /ACE 14:tr1O HRTLDER..
MULCH
APLYADODIS /ALAI STRAW. ANCHOR STRAW BY TACKING WITH ASPHAI NETTING, ON A MULCH
ANCHORNG TOOL A DISK WITH NAOFS SET NEARLY STRAIGHT CAIN BE USED AS A MULCH ANCHORNG
IDEA.
MAIN'tNAIEE
REPAIR AND MFERTILUM DAMAGED AREAS IMMEDIATELY. TCPDRESS WIII SC tITIACRE O/ NTROGEII
N MARCH. W f KNfCESSARY TO EX'END TfMMRMV COVER EVOW LINE 15.OYERYED VMTH SD
MACK KOBE (PIEDMONT AND COASTAL PIANO OR KOREAN (MOUNTAINS) I ISPEDEIA N LATE
FEBRUARY OR EARLY MARCIV.
.S.PED1 N
NG STAR47AT01Y "
"MPFRAMF4
SITE AREA (IFSCRIPrION S
STAN17AT!f!N F
Fit�F:RM4F
PLRRdEtEROIKES. SWA:ES, 7
7DA.YS
....
I IVkY RAVE
W-,. WAL TY WATER Ii dW,L.... 7
7 DAYS Z
ZO'IES N
NONE
SLCPES STEEPER THAI. 31 I
IDAYS N
NONE
IF C
C&Ieg ARE 101 rR LM
IN
SLOPES 31 OR FLA'TER 1
14 DAYS L
LEN OTH AND ARE NOT
STEEPER
7HAN2t 14DAYSARE
ALLO.S'M
ALL OTER AREAS W TH SLOPES 7
7 DAYS FOR S.CPES
FLATTER THAN 41 1
14 DAYS ,
, -Pti
AMOUNT MPROhD 4C-14C. WEILAND 2533 AC TFAPORARY IMPACT
14WAC2 WEILAND 12 . S2 AE PE1044NENT IMPACT
... _.. --- ._..._.- ._....__---
4L'414015TEAM 3,1351E TEMPORARY IMPACT �
AC4V4C. STREAM 105
IF HRMANFNT MIPAR
TABU 4.11.
TEIEPMARY REEDING RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING
SEEDING MIXTURE RATE (LGAC)
RYE (GRAIN) I=
ANNUAL LESPEDEZA (KOBE IN PIEDMONT AND SO
COASTAL PLAIN, KOREAN IN MOVNTAINSj
OMIT ANYLAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
SEYONDJUNE
SEEDING DATES
MO+JNTAINS -ABOVE :500 FEET, FEB IS- MAY 13
BELOW 25CO PEET. FEB I -MAY t
PIEDMONT - JAN 1 -APR IS
COASTAL PLAIN - DEC 1 -APRs 16
SOIL AMENDMENTS
FOLLOW M RECOLIMENCIATFONS OF SOIL TESTS OR APPLY 2 O LB'ACRE GROUND
AGRICULTURAL LIMESTONE AND 760 LBACRE 10 -1410 FERTILIZER.
MULCH
APPLY 4.000 Ld'ACRE STRAW. ANCHOR STRAW BY TACKNO WITH ASPHALT. MATTING. OR A
MULCH ANCHORING TOOL A DISK WITH BLAOIS SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
MAINTENANCE
REP ERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED. REPERTILJZE ANO MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
SIrK« ' ^M.un2hePwd. ,,n.. St e.d Hryh•r]d
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Wppd CXApt _ AAr dry AddlMJ,1YrM WPYY.Kf GUM«, UrJ
i5•W rSrt �:. :1NRoy 1-db, P, NNed hot
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Bask tl Ardw..iNRddrdb Aeptl.- -ilh. Ift-,
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GdveAU,a e}APY pNe Y+ri VW
`. WVPK.APtmkl'N
C.tekVw l+AUnd XbrT mat ! tpvM rF.
FN«I,Nf }POM:hK I nu:W} -R«}d Wl rxr. (4'niPWS}Sq JK
j k h I mn d TV1n k nd ett Tkk Arai
' IryPlrrer aiM,non4.+.X i.�,h +ad,lon.n Atrq
N«Vt W8d5 pi`lOHO S9h
ApriIAJ+
CAN47W At Nd wnsRSm w PN,t
FCpcvr TinuV,xurKt : N4Nn DAtrq JRrmPT
PHrpA4 U_... .....E ApJ[IM1tJN4n1 : bVerN /nvC ewrtne
kmf
1
NOTES REFERENCE DRAWINGS MA T RIAL SUMMARY RE VISIONS
DRAINING NO TITLE NO DESCRIPTION DIY (ACTUAL) N0. DATE I BY DESCRIPTION C41' Natural Gas Piedmont
A 123/1 BT ISSUE FOR APPROVAL UPS Corporation - WMCW*Q
I North CaTLiR License E C-2243
513 LOOP - EAST
SOIL EROSION
CONTROL DETAILS
NORTH CAROLINA
DRAM BY: I CHECKED BY APPROVED BY SCALE:
DHW SR DC N.T.S.
,MOB NO. .3991102Z ah01 /2.3/13 DNA'"_ � N- 1 SHEET 02 OF ae A
GdveAU,a e}APY pNe Y+ri VW
`. WVPK.APtmkl'N
C.tekVw l+AUnd XbrT mat ! tpvM rF.
FN«I,Nf }POM:hK I nu:W} -R«}d Wl rxr. (4'niPWS}Sq JK
j k h I mn d TV1n k nd ett Tkk Arai
' IryPlrrer aiM,non4.+.X i.�,h +ad,lon.n Atrq
N«Vt W8d5 pi`lOHO S9h
ApriIAJ+
CAN47W At Nd wnsRSm w PN,t
FCpcvr TinuV,xurKt : N4Nn DAtrq JRrmPT
PHrpA4 U_... .....E ApJ[IM1tJN4n1 : bVerN /nvC ewrtne
kmf
1
NOTES REFERENCE DRAWINGS MA T RIAL SUMMARY RE VISIONS
DRAINING NO TITLE NO DESCRIPTION DIY (ACTUAL) N0. DATE I BY DESCRIPTION C41' Natural Gas Piedmont
A 123/1 BT ISSUE FOR APPROVAL UPS Corporation - WMCW*Q
I North CaTLiR License E C-2243
513 LOOP - EAST
SOIL EROSION
CONTROL DETAILS
NORTH CAROLINA
DRAM BY: I CHECKED BY APPROVED BY SCALE:
DHW SR DC N.T.S.
,MOB NO. .3991102Z ah01 /2.3/13 DNA'"_ � N- 1 SHEET 02 OF ae A
NOTES REFERENCE DRAWINGS MA T RIAL SUMMARY RE VISIONS
DRAINING NO TITLE NO DESCRIPTION DIY (ACTUAL) N0. DATE I BY DESCRIPTION C41' Natural Gas Piedmont
A 123/1 BT ISSUE FOR APPROVAL UPS Corporation - WMCW*Q
I North CaTLiR License E C-2243
513 LOOP - EAST
SOIL EROSION
CONTROL DETAILS
NORTH CAROLINA
DRAM BY: I CHECKED BY APPROVED BY SCALE:
DHW SR DC N.T.S.
,MOB NO. .3991102Z ah01 /2.3/13 DNA'"_ � N- 1 SHEET 02 OF ae A

ENE"
18"Itme NO.
"ScaII►ION
mon
RRANING M0.
OESGRPTION
ENE"
D"11 MG NO.
OEEGRVTION
COUNTY
ORAIIIN{ NO.
ORECRBTNBN
EVER
DRAWING NO.
OEEGIR►T10N
I
5BLE- SEC -C -001
COVER
12
5BLE- SEC -EC-007
STA. 102.00- 189.00
23
5BLE- SEC -EC -018
STA. 461.00 488.00
34
5BLE- SEC -EC-M
ACCESS ROAD - (AR816)
45
SSLE- SEC -DTL 006
DETAILS
2
5BLE- SECCFN -001
GENERAL NOTES
13
581-E- SEC -EC -008
STA 189+00 - 218.00
24
5BLE- SEC -EC -019
STA 488.00 - 517.00
35
5BLE- SEC -EC-030
ACCESS ROAD - (AR 110. AR 117)
46
5BLESEC- DTL-007
DETAILS
3
5BLE- SEC -wI
INDEX SHEET
14
5BLESEC- EC-009
STA 218.00. 243.00
25
58LE- SEC -EC-020
STA 517,00- 545.00
36
5BLE- SEC -EC-031
ACCESS ROAD - (AR i17,AR If 18)
47
SBLE- SEC -DTL -008
DETALS
4
SBLE- SEC -&002
INDEXSIEET2
15
SBLESEC -EC -010
STA 243.00- 270.00
26
5BLE- SEC -EC-021
STA 545+00. 572.00
37
5BLE- SEC- EC-032
ACCESS ROAD- JAR 819)
48
5131E- SEC -CMD -001
CONSTRUCTION METHODS
5
5BLE- SEC -&003
INDEX SHEET 3
16
5BLESEC -EC -011
STA 270.00 - 297.00
V
5BLE- SEC -EC-M
STA 572 +00 - 598 +00
38
5BLE- SEC -EC-033
ACCESS ROAD - (AR 820, AR 121)
6
SBLE- SEC -EC -001
STA 0.00 -27.00
17
SSLE- SEC -EC -012
STA 297.00.325.00
28
5BLE- SEC -EC-=
STA 599+00.626.00
39
5BLE- SEC -EC-034
LAYDOWNYARD
7
58LE- SEC -EC-DW
STA 27 +00 -54.00
16
5BLE- SEC -EC -013
STA 325.00 -352+00
29
SBLE- SEC -EC-024
STA 826.00 .651.00
40
5BLESEC- SEC-001
DETAILS
6
SOLE- SEC- EC-003
STA 54.00 -81.00
19
SSLESEC -EC -014
STA 352.00- 378+00
30
5BLE- SEC -EC-M
STA 551.00 -679.00
41
5BLE- SECOTL -OM
DETAILS
9
5BLE- SEC -EC -004
STA 81.00 . 106.00
20
SBLESEC•EC -015
STA 378.00.408+00
31
5BLE- SEC -EC-026
STA 679+00 - 688+89
42
SBLESEC- DTL-OW
OETAILS
10
58LESEC -EC-005
STA 106.00 - 135+00
21
SBLE- SEC -EC -016
STA 406+00. 433.00
32
5BLESEC- EC-027
ACCESS ROAD - (AA 114, AA a 15)
43
5BLESEC-DTL -004
DETAIS
11
5BLE- SEC -EC-006
STA 135.00 - 162+00
22
58LE- SEC -EC -017
STA 433+00 - 461+00 1
33 1
5BLE- SEC -EC -028
ACCESS ROAD - (AR 115. AA 11B)
44
SBLE- SEC -0TL -= I
DETAILS
N
-4
1" = 1,500'
0 0.125 0.25 0.5
Miles
N NC -111 HWY
Gh�1O� Ot God Rd
�yC,
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EC -001 J
EC -006 EC -007 gEG N s 0089+ou, �
(BEGIN STA. 0 +00, EC -002 EC -003 EC -004 EC -005 ( 216 +00) cp
END STA. 27 +00) (BEGIN STA. 27 +00, (BEGIN STA. 54 +00, BEGIN STA. 81 +00, (BEGIN STA. 108+00, (BEGIN STA. 135 +00, (BEGIN STA. END STA.
END STA. 54 +00) END STA. 81 +00) (END STA. 108 +00) END STA. 135+00) END STA. 162+00) END STA. 189+00) -
r- - -- - - _
-- -
- -- (BEGIN STOO9
�4. �GNO END STA, 2 oo�p,
Qa
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�c
r��ys WAYNE
COUNTY
3S NOTES LEGEND
S - PROPOSED CENTERLINE RAILROADS
3
> - ACCESS ROADS - -- ROADS
.SHEETS LAKES
- -- - ° °° RIVERS COUNTY BOUNDARIES
REVISIONS
DESCRIPTION
ISSUED FOR APPROVAL
REFERENCE DRAWINGS
DRAWING NO TITLE
Tjj
N
URS Caaroraeo" - North C
C41' Natural G a s
22Q
North Cam /n Lkarue 1 C-2243
J T \ �
CREENE
COU NTY \✓/
COU
COUNTY
WAYNE
COUNTY
WAYNE. INC
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LENOIR
DRAWN BY:
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KEY MAP
TP
N NC -111 HWY
Gh�1O� Ot God Rd
�yC,
��9a
EC -001 J
EC -006 EC -007 gEG N s 0089+ou, �
(BEGIN STA. 0 +00, EC -002 EC -003 EC -004 EC -005 ( 216 +00) cp
END STA. 27 +00) (BEGIN STA. 27 +00, (BEGIN STA. 54 +00, BEGIN STA. 81 +00, (BEGIN STA. 108+00, (BEGIN STA. 135 +00, (BEGIN STA. END STA.
END STA. 54 +00) END STA. 81 +00) (END STA. 108 +00) END STA. 135+00) END STA. 162+00) END STA. 189+00) -
r- - -- - - _
-- -
- -- (BEGIN STOO9
�4. �GNO END STA, 2 oo�p,
Qa
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r��ys WAYNE
COUNTY
3S NOTES LEGEND
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3
> - ACCESS ROADS - -- ROADS
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- -- - ° °° RIVERS COUNTY BOUNDARIES
REVISIONS
DESCRIPTION
ISSUED FOR APPROVAL
REFERENCE DRAWINGS
DRAWING NO TITLE
Tjj
Piedmont
URS Caaroraeo" - North C
C41' Natural G a s
22Q
North Cam /n Lkarue 1 C-2243
58 LOOP - EAST
INDEX SHEET 7 OF
WAYNE. INC
_..
.. - -.-
DRAWN BY:
CHECKED BY: APPROVED BY: SC.
_...
TP
SR DC
DATE:
DRAWING NO:
JOB NO. 39911024
0123/2013
5BLESEC -I -001 SHEET
REV A
OF �Q

g
5
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ci
8
9
!MEET
D"U"NG NO.
DESCRIPTION
SHE"
DMWN/G NO.
DESCRPTION
SHE"
DRAr1111G NO.
DESCRVTION
SWEET
OMWINO NO.
O ISIMPTNIN
SHEET
DRAWING NO.
DESCRVTION
1
56LE- SEC -C -001
COVER
12
SBLE- SEC -EC-007
STA 162,00- 188.00
23
5BLE- SEC -EC -018
STA. 461.00- 488+00
34
SBLE- SEC -EC -029
ACCESS ROAD - (AR #16)
45
SBLESEC-DTL -006
DETAILS
2
5BLE- SEC -C£µ001
GENERAL NOTES
13
SBLE- SEC- EC-008
STA 189+00- 216,00
24
5BLE- SEC -EC -019
STA 4813,00 - 51740
35
5BLE- SEC- EC-030
ACCESS ROAD - (AR #16, M#17)
46
5BLE- SEC- DTL-007
DETAILS
3
5BLE- SEC -I-0D1
INDEX SHEET
14
5BLE- SEC -EC -009
STA 216+00- 243.00
25
5BLE- SEC -EC -020
STA 517,01) - 545+00
36
5BLE- SEC- EC-D31
ACCESS ROAD - (AR # 17, AR # 18)
47
5BLE- SEC-DTL -008
DETAILS
4
58LE- SEC -4002
NDEX SHEET
15
SBLESEC -EC -010
STA 243+00.270+00
26
5BLE- SEC -EC -021
STA 545,00. 572+00
37
58LE- SEC- EC-032
ACCESS ROAD - (AR #19)
48
SBLE- SEC -CNN -001
CONSTRUCTION RETHODS
5
58LE -SEC -4003
INDEX SHEET
16
SBLESEC -EC -011
STA 270.00. 297+00
27
5BLE- SEC -EC -022
STA 572,00 - 599+00
38
SBLE- SEC -EC-M
ACCESS ROAD - (AR #20, AR X21)
6
SBLE- SEC -EC -001
STA 0.00 -27+00
17
5BLESEC -EC -012
STA 297+00- 325.00
28
5BLE- SEC -EC -023
STA 599+00 . 626 +00
39
5BLE- SEC -EC -004
LAYDOWN YARD
7
5BLE- SEC -EC -002
STA 27 +00 -54,00
16
5BU- SEC -EC -013
STA 325,00 - 352,00
29
5BLE- SEC -EC -024
STA 626+00 . 651+00
40
5BLE- SEC- DTL-001
DETAILS
8
5BLE- SEC -EC -003
STA 54+00 -81,00
18
SBLE - SEC -EC -014
570.$2 +00 - 379,90
30
5BLE- SEC -EC -025
STA 651+00 -679,00
41
SOLE- SEC- OTL-002
DETAILS
9
5BLE- SEC- EC-004
STA 81 +00.106+00
20
5BLESEC -EC -015
STA 379+00 . 408+00
31
SBLE- SEC -EC-025
STA 679,00 - 696+89
42
5BLE- SEC-DTL-003
DETAILS
10
5BLE- SEC- EC -DO5
STA 106.00 . 135+00
21
SBLE- SEC -EC -016
STA 406+00 .433+00
32
SBLE- SEC -EC -007
ACCESS ROAD - (AR # 14, AR # 15)
43
5BLESEC-OTL -004
DETAILS
11
581-E- SEC -EC -006
STA 135,00 - 162+00
22
SBLE- SEC-EC -017
STA 433+00 . 461+00
1 33
513LE- SEC -EC -028
ACCESS ROAD - (AR # 15. AR # 16)
44
5BLE - BED- DTL-005
DETAILS
pip
G SAO g90 '
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ND STA• _ _
EC -009
(BEGIN STA. 216 +00,
END STA. 243 +00)
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A
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0 0.125 0.25
Miles
0.5
WAYNE
�%nRd COUNTY
EC -015 EC -016 EC -017
(BEGIN STA. 379+00, (BEGIN STA. 406 +00, (BEGIN STA. 433 +00,
EC -011 EC -013 E S01a2+00, END STA. 406 +00) END STA. 433 +00) END STA. 461 +00)
(BEGIN STA. 270+00, 0 (BEGIN STA. 297 +00 END STA•
END STA. 297 +00) END _
STA. 325 +00) (BEGIN STA. 325 +00, l 379+
END STA. 352 +00)
1-
f I III �
— —
1!11
GREENE
ZI rn
COUNTY
CA
j
Wayne Memorial Dr(r
t-
f
P
NOTES LEGEND
PROPOSED CENTERLINE -++ RAILROADS
ACCESS ROADS -- --- --- ROADS
SHEETS LAKES
°- RIVERS COUNTY BOUNDARIES
REVISIONS
DESCRIPTION
APPROVAL
REFERENCE DRAWINGS
DRAWING NO. I TITLE
URS Corporav� olna
North Carolina U—se # C -2243
AK-
JOB NO. 39911024
011 Piedmont
Natural Gas
SIS LOOP - EAST
INDEX SHEET 2 OF 3
WAYNE, GREENE, NC
V: CHECKED BY: APPROVED BY: SCALE:
TP SR DC 11.1,500'
DRAWING NO: REV A
0123/2013 5BLE- SEC -I -002 SHEET QjOF M
N..
JOHNSTON /
GREENE
COUNTY
COUNTY
WAYNE
-
COUNTY
LENOIR
COUNTY
KEY MAP
WAYNE
�%nRd COUNTY
EC -015 EC -016 EC -017
(BEGIN STA. 379+00, (BEGIN STA. 406 +00, (BEGIN STA. 433 +00,
EC -011 EC -013 E S01a2+00, END STA. 406 +00) END STA. 433 +00) END STA. 461 +00)
(BEGIN STA. 270+00, 0 (BEGIN STA. 297 +00 END STA•
END STA. 297 +00) END _
STA. 325 +00) (BEGIN STA. 325 +00, l 379+
END STA. 352 +00)
1-
f I III �
— —
1!11
GREENE
ZI rn
COUNTY
CA
j
Wayne Memorial Dr(r
t-
f
P
NOTES LEGEND
PROPOSED CENTERLINE -++ RAILROADS
ACCESS ROADS -- --- --- ROADS
SHEETS LAKES
°- RIVERS COUNTY BOUNDARIES
REVISIONS
DESCRIPTION
APPROVAL
REFERENCE DRAWINGS
DRAWING NO. I TITLE
URS Corporav� olna
North Carolina U—se # C -2243
AK-
JOB NO. 39911024
011 Piedmont
Natural Gas
SIS LOOP - EAST
INDEX SHEET 2 OF 3
WAYNE, GREENE, NC
V: CHECKED BY: APPROVED BY: SCALE:
TP SR DC 11.1,500'
DRAWING NO: REV A
0123/2013 5BLE- SEC -I -002 SHEET QjOF M

g
s
a
8
s
4
3
SHEET
DNANINO NO.
I ESCRVTION
SHEET
GNAWING NO.
GESCRI -TION
SHEET
DRAWING NO.
DESCRIPTION
SHEET
DRAWING NO.
DESCRIPTION
SHEET
DRAWING NO.
DEECNIITION
1
513LE SEC -C -001
COVER
12
6BLESEC -EC-007
STA 162,00- 189+00
23
5BLE- SEC -EC -018
STA. 461+00. 488 +00
34
6BLE- SEC -EC -029
ACCESS ROAD -(AR Y76)
45
5BLE- SEC.DTL -OW
DETALS
2
5BLE- SEC- GEN-001
GENERAL NOTES
13
5BLE- SEOEC-008
STA 189.00- 216+00
24
5BLE- SEC -EC -019
STA 488,00- 517.00
35
5BLE- SEC -EC -030
ACCESS ROAD (AR i 16, AR 117)
46
5BLE- SEC- DTL-007
DETALS
3
5BLESEC -1001
NDEX SHEET
14
SSLE- SEC -EC-009
STA 216.00- 243+00
25
5BLE- SEC -EC -020
STA 517 +00- 545.00
36
5BLE- SEC -EC-031
ACCESS ROAD (AR S 17, AR 118)
47
SBLE- SEC- DTLDDS
DETALS
4
5BLE -SEC 14M
NOEXSHEET2
15
SBLESEC -EC -010
STA 243.00.270.00
26
5BLE- SEC -EC-021
STA 545+00. 572 +00
37
58LE- SEC- EC-032
FCCESSROAD- (ARl19)
48
SBLE- SEC -Ck0 -001
CONSTRUCTION LETHODS
5
1 SBLE -SEC -1-OW
INDEX SHEET
16
SBLESEC-EC-011
STA 270.00 - 297.00
27
I 5BLESEC-EC-022
STA 572 +00- 599 +00
38
5BLE- SEC- EC-033
ACCESS ROAD - (AR N20. AR 1`21)
(BEGIN STA. 545 +00,
STA. 572 +00)
END STA. 599 +00)
ec
y
6
5BLE- SEC -EC -001
STA O.00 -27.00
17
5BLESEC-EC-012
STA 297.00- 325+00
28
5BLE- SEC -EC-M
STA 599.00. 626.00
39
5BLE- SEC- EC-034
LAYDOWNYARD
7
5BLE- SEC-EC -002
STA 27 +00.5400
18
5BLE- SEC -EC -013
STA 325,00.352.00
29
SBLE- SEC -EC -024
STA 626+00.651.00
40
5BLESEC-DTL-001
DETAILS
8
5BLE- SEC -EC -003
STA 5100-81.DO
19
SBLESEC-EC-014
STA 352 +00- 379+10
30
5BLE- SEC -EC-025
STA 651 +00- 679.00
41
5BLE- SEC- DTL-002
DETAILS
9
5BLE- SEC- EC -CD4
STA8I.OD. 106.00
20
5BLESEC-EC-015
STA 379,00- 406+00
31
5BLE- SEC -EC -026
STA 679+00- 696 +89
42
SBLESEC-DTL-003
DETAILS
10
5BLE- SEC -EC -005
STA 106.00. 135+00
21
SBLE- SEC-EC -016
STA 406+00 -433+00
32
SBLE- SEC -EC -027
ACCESS ROAD, (AR a 14, AR X 15)
43
SBLE- SEC -OTL-004
DETAILS
11
5BLE- SEC -EC -W6
STA 135.00 - 162.OD
22
SKESEC -EC -017
STA433+00. 461+00
33
5BLE- SEC -EC -028
ACCESS ROAD - (AR N 1S, AR K 16)
44
5BLE- SEC-0TL-0OS
DETAILS
P-p
a9
a
N
A
1" = 1,500'
0 0.125 0.25 0.5
Miles
N
JOHNSTON / GREENE
COUNTY COUNTY
WAYNE - .. ,..
COUNTY
LENOIR
COUNTY
KEY MAP
WAYNE
COUNTY
Fort Run Rd V
C � EC -023
(BEGIN STA. 599 +00,
EC -024
(BEGIN
0
END STA. 626 +00)
�._-
STA. 626 +00,
END STA.. 626 0)
mop
m
c
EC -017
C.02
( gE E S�p545 a°
— - -
Own
Own
(BEGIN STA. 433 +00,
-) END STA. 461 +00)
EC -018 EC -019 END STA
(BEGIN STA. 461 +00, (BEGIN STA. 488 +00,
488 STA. 517 +00)
END STA. +00) END
m+
F
--
_
_. - --
t
---
EC -021
EC -022
(BEGIN STA. 572 +00,
_.
-
02S
_ Zi
-
(BEGIN STA. 545 +00,
STA. 572 +00)
END STA. 599 +00)
ec
y
(BEG
TA. 51 +0p
END STA.
END
rc
679,00)
GREENE
COUNTY
ev
co" Branch Ra
NOTES LEGEND
PROPOSED CENTERLINE -F--F- RAILROADS
ACCESS ROADS -- -- - -•- ROADS
SHEETS LAKES
-- RIVERS COUNTY BOUNDARIES
REVISIONS
DESCRIPTION
REFERENCE DRAWINGS
DRAWING NO. I TITLE
IjRl$ ��� Natural G a s Piedmont
DRS Corporation - Nonh Carolina
North Cvolina License I C -2243
5E LOOP - EAST
AK , INDEX SHEET 3 OF 3
GREENE,NC
. DRAWN BY: CHECKED BY: APPROVED BY: SC
-- TP SR DC
DATE: DRAWING NO:
JOB NO. 39911024 0123/2013 5BLE SEC -1 -003 SHEE1
1;7. 1,500'
REV
OF 4� A

— —• _- -- -- •— ' TEMrOMRY WORKFMC[(TYP.)
/* TEMPoMRY CONSTRUCTKIH ENTRANCE ITYPI -_ _- PROPOSED GAS LIN= jiYP.) — —
O
PROPOSED GAS EASEMENT £
/ �� �- �• �. — -� — — — — — — — — — — — — — — — — — — — — \ \
\
• . 10 11+90_ —GPs
— caps \
GP GPS GPS = 4 GP�iGP� GPS — \ .�+o° --
+pp 3�pp ,�+ppg0 -----
-
E. IS 0+00 1 +00 2 OP5 — GP$ — C, — GP5 -GPS _ Gp5 —GPg — G�
_ Gps —GPS — FaPS -- GPS ' v r
W
GAS - J pg+� GPS
-
\ _
SILT E(I..) --
\
\
-._. -- – [ %IITNO IAlEMENT
""t- SOIL DELINEATION (TYP.)
O
O
0—
NO "a
rG «r (T",)
N
` TEMPOMRY WORK
0 30 60 120
Feet
NOTES
3
- •..
..... „.
} [xMTNO OAE LWFITW.)
� f FR.T PFMCF ITYR)
© I �w
OPOSED OAS LINE MP.)
REFERENCE
DRAWINGS
f�
0111
Piedmont
Natural G a s
- .–.,.t vuiERRnR
ARY LINE suveR:T FENCE
_`0 PR (;j Eo��rrRE
bTNa "'L OL
Q rl E
.EOEN -ENT
L --- NO :EOMR EN!T
E O TRENC« RL�a
,7-.--- W CORE FILTER OUTLET
NM
loRE Rn Ru. m eoRE
EX-INO CONTOUR V—R) jai" TENPOR"Rr FRD"
r»w.� _E "N uCTno
®« NErrruNw
NO.
DATE
DESCRIPTION
ENG.
DRAWN
CNK.
DRAWING NO.
TITLE
1
01/23/13
ISSUED FOR APPROVAL
12+00
GPg_GPS
\ \\
o
` °
- - -- - -- - - --
- - - --
°:
- - - °- - - -- - - - - -- - - -- - -- - -- - - - - - - - --
-... _. .... o
- - - -- - - -- ----------------- - -- - --------------------------- - -- -- - °
-
GAS
GP`. J
4+ 15 +00
�5 ° GP S
18 +0
— GP
+ 0 00 +00 1 +00 22 +0
° GP — ^ GPS — C — G" — Gai+ — GI's — GP� — GP5 — GPb2 —GPS —GPS — Q9p5 —GPS
23+ 24 2 Z
—PPS —GPS — +(�P+S — GP5 — i — Gp5 — a —0" -3
♦ 0
�LgO — Gp5
- -- -------- - -- - --
—
x
x
\
DRAWN BY
NF
CHECK APPROVED BY: SCALE:
SR DC 1'•60'
FOIL DEl1NEATMJNIMJ
O
-0
JOB NO, 39911024
DATE: 01/232013
DRAWING NO:
5BLESEC- EC-001 BEET 6 OF 46 REv
1
0—
NO "a
rG «r (T",)
N
` TEMPOMRY WORK
0 30 60 120
Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
LIRS corPOrarion - North CwIi
North C[roErm Lkense i C -2263
0111
Piedmont
Natural G a s
- .–.,.t vuiERRnR
ARY LINE suveR:T FENCE
_`0 PR (;j Eo��rrRE
bTNa "'L OL
Q rl E
.EOEN -ENT
L --- NO :EOMR EN!T
E O TRENC« RL�a
,7-.--- W CORE FILTER OUTLET
NM
loRE Rn Ru. m eoRE
EX-INO CONTOUR V—R) jai" TENPOR"Rr FRD"
r»w.� _E "N uCTno
®« NErrruNw
NO.
DATE
DESCRIPTION
ENG.
DRAWN
CNK.
DRAWING NO.
TITLE
1
01/23/13
ISSUED FOR APPROVAL
NF
SR
-., .. _
SB LOOP -EAST
LAN
EROSION CONTROL P
FROM STATION 0 +00 T +
WAYNE, NC.
DRAWN BY
NF
CHECK APPROVED BY: SCALE:
SR DC 1'•60'
JOB NO, 39911024
DATE: 01/232013
DRAWING NO:
5BLESEC- EC-001 BEET 6 OF 46 REv
1

LLT rENCEjTYRI �� '
O \ \yl
II
4 +&s — Gir00 G" — c A +00 GA9 —1 z 7 +00 G"
Z
a
— — — — — — — — — — — — —'
x
NOD EXIT
PONT(TYr.I
TEMPORARY WORK SMCE (TYR)
O
CARE Fl R OUTLAY''^e �„_ . ,♦ • > < eY
b., e
i .
WETLAND DELINEATK)N
IN—
e.. bPo
•1 §
Y�
EPKT ROUT
1 II I.I FROPOSED OAS LINE ITVP.)
i ENE
F
• , l roNENTRY
• 1
p
�`.,�'�'' .'��" rr`'r�.z�` i ,, yl t ,,, 4 �Y.tt., -z � ".. t',�•b' r ,wa h'x "' £,: — ,_-- - -.._. p - - -- - - - --- - - - ° --
��}}�� T nrl I
t . C'" . — GP6 40+a — G" J — C" —va 0
�' �r ".t�ti ^A`�° -. � � ;�z�N ,�,�c. •`•. t ,,* r ` 7 °w ," At s ��;' `'+ �7#. x�' `'� k: 4 �1�+x- t�•�"'r'�:L�'`�a�r2''��
*rtx zt ha -;s —
SILTPy1FE1nR)
PROPOSEDOASEASEMENT 's
CORE FILTER OUTIAT
O ,y} wLL DELNEA
YMTER CROENNO
we LJLI
.0 CORE PISjf,�t OUTLET
!`f � TEMPORARY WORK 3MCE (nR)
t�
4
LY
SO MT FlT POR JACK
II II ANO wee (fYP.I • $F — — — — — �. — — —. —.
PROPOSED OAS LgIl RYP.1 EXISTING OAS UiE (TYP.)
-•
__.. EXISTING EASEMENT `_ • » -- ._____ ` \ _.. '��n 1 y \ ./
- / — - /
PROPOSE_D _ O_A_ S _ L INE (TY.P_._) w ENTRY
POINTITYPI _ _..._..__._. __._ _.___._ _.___.._. ___._ . _ _.._ p — _ _..___.._ ___
r .,I \ w of 51+�Q� 5 Q0 — SO
39 +00 40 +0 2 1+ 42+ 4 0 00 +00 + r' 4 0 T s ®Qy GAS — a� —GAS —ZaP $ `S W + 0 00 6 +00
4�l43►1 . —GAS — Gp5 — GPS ° —"K M s — Gp6 -- — GAS — �a+ — C." — -- GPS — � — GA5 — G*s+ — G" — GPg — GPS — Gpda L P6 w 'GP+g ' t o — G 5 - J — G 5 — 0% — 5 — RS — es-
-j
7� -------------------- _ _
— — — — — — — — — — — — — -- �..— — — — — — — - -�� MPORARV C... O xExTMN ( 1
\ TE TRUCTIO CE nR.
+49+00 47 +00 4 9+-00 50 +00— 1„ +0 54 +0 0 58 +00 7 +00 S ` \ R a L
PROPOSED GAS EASEMEM
_ D
1 — \ f TEMPORARY WORK SPACE(TYR)
Al v
, ( TEMPOMRY WORK !PACE (TYP.)
jF
'• f
1NSETA `, ---------IS EE INS =ETA \\ mss D 3D 6D 120
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
I=
U R S Corporation - NOM Carolina
NoM Caroh'na Linnse t C -22 43
0111 Piedmont
Natural Gas
�nvlourvoARV ur+E _
PuaucR AAO �� wATERaAR
— suPER slLr EErvcE
—YAI� l,j soil rvPE
n�LOELIrvEAr�ory
O A O Ko — RY,EXIT —T
�- - - - - -� TE "`ASEMEE.I Qa REncrvPLUC
- - - -- ORARV woRxsPACE
TEMP
: -r rr -. wERANO Ca RERILTEROUTLEi
- STING aoREw raR.ucxuDaoRE
- -- - - -- Exisnrvo corvrouR lNnsaRl §0 rexvoReRr eamce
�•�� sTREAN c urnory ErrrRArvCE
E® R
NO.
DATE
DESCRIPTION
ENG.
DRANM
CNK.
DRAIMNGNO.
TITLE
1
D V23113
ISSUED FOR APPROVAL
NF
SR
- .. -.. - - -
- -.
5111 LOOP -EAST
EROSION CONTROL PLAN
FROM STATION 27 +00 TO STATION 54 +00
WAR NC.
_
DRAWN BY:
NF
AP
CHECKED BY: APPROVED BY: SCALE:
SR DC 1 -60'
JOB NO. ;9911 D24
DATE:
01t2 3/2017
DRAWING NO: SHEET 7 OF 48 Rev
5BLE- SEC- EC-002 1

}���
i_ B� GP5 5"9" — N —STING EASEt1ENT _ _ _. _ . . ._ _. W
b G a3 W 4+�p 6 +00 �Z +00 B +00 59 +00 - .. 5y�0 �a� p
(ta —, op's J GP5 — GPS —GPS — C — GPs — GI!S —GPs — GPv — — oat—*' GP.I 6 ----- ._ - - - -- - 5yrp0 GPg G" — GPS +oo GP6 —1 ? a+oo �g — G�69+o06" — C." �� +oCaPS
v GP5 GP`s U
U
GAS +pp0_
( \ \ \ \ Q �D 62+G4�5 GP5 .-3GP� _..- GP5 Q
ENTRANCE TYP.) c
v� - - - -� - - -- — - - - - --
As
- - - - - - --
T[MPOMRY WGRKSMC[RYP.) - - - - - -- \ \ � � �' j
\ \ 1
�-� SOL DELINEATION (T1'P)
A.M. RGD H4 N
O
e
''� wETUND OELN1E11TNlN
wt(e
EXISTING GAS LRNE (TYP.) 1
TRENCC. PLUG
% � SILT PE� (TYP.I
47
��+g
CPS OW GPS — GPS GP6 — Z+ o D I
GP5 — G _ 69 +00 - c
ONS — GP6�GP5 —GPS 71 +00 05 —GP5 �Z GP5 — GP5 73�aP5 — GP6 GPS
,, . s - ,. 0,"' u - 3.1 S `S —'0 GPS , GPS GP5 ^GP5 °GPS —
PROPOSED GAS LINE (TYP)
GPS — P5 GP5 92 3 GP5 — caps — GPS
G 1
—
�. � TEMPORARY WORK SPACE (TYf
' N
tea..: ».,..
F
0 30 60 120
Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
IHIS
URSCoamimon- NOrlhC -224e
NorN Cemlim License t C -2243
Piedmont
1 031 Natural Gas
- fwd W,TER RtR
- -- ' n —ES' -y s _
,qr a »E _ suvEq sILT EENCE
­3 RROPOSED CL SOIL IRE
E. . " GR
G DDEIR.EX.,PD „NT
__— EX wGR—CE O RE "GgPLOG
� �. T
.E ® eo SORE ,L, »D RE � ER oG LET »eEq ».. RE Rn EGR,AD� N,D Eslsn »c co»TOUR tMe�ogl TEIRORARY RIDGE
�W..� STRE,» c ucno "EIn NCE
®"
NO.
DATE
DESCRIPTION
ENG.
DRAWN
INK.
DRAWING NO.
TITLE
1
01/23/13
ISSUED FOR APPROVAL
NF
SR
AIK
5B LOOP - EAST
EROSION CONTROL PLAN
FROM STATION 54 +00 TO STATION E1 +00
WAYNE, NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1' 60'
JOB NO 39911024 .
DATE:
01232013
DRAWING NO: SHEET a OF 46 Rev
68LESEC -EC -003 1

GPi8 +00 GP5 — GPs ao +oi+P5 —
VETLAND W219 -
'YDOPEMIPSS
0
PROPOSED GAS LINE (T,,P) EXISTING GAS LINE (TYR) SORE KIT FOR JACK
PROPOSED GAS EASEMENT AND BORE (T 1
EXISTING —ENT
-_----__------------------- 1-------------------- 1---------------- - - - - -- ----- ------------ - - - - -- ----- - - - - -- - - -- - -- -- -
— GP5 E2 +lak A GPs GPs GPs -1151:400— GP5 — c>W' GPs — oswoo GPs — G 48 +00 GPs' — G a9 +ooGPS — 90 +0 PS P 91 +&Os — P5 8245 — GPs I — GPs jw� /p5
_ - U
1
BORE pTr PGR JACK
AND BORE (TYP.) / BORE RT FOR JACK
O / AND BORE(TYP)N,,,,w°"��'
j EORE KIT FOR JACK
AND SORE (TYPJ
TEMPORARY CONST�TION ENTRANCE(TYR)
—� --= MPO =RY CONS =N
M
MLT FENCE(TYR)
3
GPg+OB
T —
i i�
o J - yj G N ------ -¢--�� � .---- - - - - -�
SOL DLLINSATICN (TYP)
- _._ -__.._ . -_ ._ ._ —
O
96 9 +0 + 0 99 *00 1 0 +00 01400 102 +00 103 +0n 104 +0 10 +pR 1 +00 + 0 W 8
1 +.0 2+00 GPS — GP58 GP5 — �PSt +4FR / Gw j '— C `� — �'PF' —GPS — �aP� —GPS —GP5 —GPS —GP5 — GP5 ° 6P8 — 00, —GPS -° 60, 600— Ps — GPS —GP5 —GPS —GPs — GP5 — �aPS — op-s — i¢aPS — GP5 — W — GPS -Z 400 G� — 19 +00 GPg — GP 0 +00 GP5 —
GPS = J
U
TEMPORARY CONSO NENTRANCEfTYPJ - q TEMPORARY CONSTRUCTON ENTRANCE
o — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
7 — — — — — � TEMPORARY WORK SPACE (TYPJ
bILTPQJOCE (TYP.) / 3 � / /I
�p M
PROPOSED OAS LINE (TYK)
p M
w 1 /
o o
M,
0 30 60 120
Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
UM
URSCorW,,b,n -Norm Carolina
North Cambre Licanw b C -2243
0111 P i edm o n t
Natural Gas
—T[q Bnq
B
r xqv urve _
A. �j sBPErvRSILT FNCE
P
_c� a E Bo oEL E o
INI P IEDEASMAKT q`E O AErvcgP Va Po
- I. —S
ND
® BEq NAT BORE PIT RaR JACK ANOeoRE
_........._.. Exrenrvc corvrouR tNn1om reMPagAgr agioaE
���w nREnN ® Hoo ucT,oN ErnRANCE
NO,
DATE
DESCRIPTION
ENG,
DRAWN
CNK,
DRAIMNG NO,
TITLE
1
0123!13
ISSUED FOR APPROVAL
NF
SR
AK_
..
5B LOOP- EAST
EROSION CONTROL PLAN
FROM STATION 61 +00 TO STATION 106 +00
WAYNE, NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1' � 60'
JOB NO. 39911024
DATE. 0123/2013
DRAWING NO: SBLE- SEC -EC -004 SHEET 9 OF I8 Rev 1

10
------ ----- -------- -- ------- ---- --------- --
tY
- -------------------------- ---- r EXISTING EASEMENT
---------------- --- ------------ ------------------
----- --------------- -D---(S-T-I- NG
GAS LINE TYP.)
d PROPOSED GAS EASEMENT
O
O
c
, 2'+,b + WLgMjWK 2 �+00 I t+01 1+0j 1 + I JS�
W V4
+20
00
24+00
w,S —pe — cIs as — . 0! 3 ft's - eps A - e" - - Gos - - rps - cW- c" 0 4C C . cos C" 24s - C" % C*S C"_ 3 RCOS C C pS op
J J
yc
13
- - - - - - - - - - � TE - - - - - - - - - - - - - - - - - - - - - - O� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --
.-RARY WORK SPACE
PROPOSED GAS LIKE fTYR) R /V
IK01DELERAT*"I�l
(STING OAS LINE t-)
O O
-------------------------------- ---- --------------------------- -------- ------ ----------------------------------------------------------------
-------------------- i ---- ----------------------------------- ---------------- -- + -------- - -- --- ---- ----------- ------- +
,+o %, 120+ 121 24 OJ%00 +2I 2§ *10 l9+0
30+ 11 13& p1
0 itoo gl�+00
--Ps - G ps - W Ps - c, %S L - CpS CpS _G" C r _ GpS Gp C GC PS 0pSL&pS C & _C pS L & S C PS -4 ape, -a. CN S - Gps:- wLGos - ef- CNs - ep- c+s -
x
C)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - ---
TEMPORARY WORK SPACE (TYP.)
0 30 60 120
Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
I=
URS C,rpo abon - North Carollra
North C..Ii- L,-n. 8 C-2243
Piedmont
��� vatural Gas
"E -TE
L'I'E
ly LIIE _..
1-1111-11E
PRI10-CL 501-PE
PP-0- E..-T —E— TP—T
.1—o IA—E- TREIC. PLIG
TEIPORA-0-CE
Z.R.AT ' .REE r. E
EXISTIIG COIT01JR j-01) T...
3T-M -.TZ'-.­El4TR-E
IDD
NO
DATE
DESCRIPTION
ENG.
DRAWN
"K.
DRAWING NO.
TITLE
I
1 01/23/13
1 ISSUED FOR APPROVAL
E.
NF
SR
I
50 LOOP - EAST
EROSION CONTROL PLAN
FROM STATION 106 +00 TO STATION 135+00
WAYNE, NC.
DRAWN BY:
NF
CHECKED BT APPROVED BY: I SCALE:
SR DC DC I 1' 60,
JOB NO. 39911024
DATE:
0I/2312013
DRAWING NO:
5BLE-SEC-EC-00, I SHEET_LO_OF 48 REV 1

waDEUwATIGN1irR1
—6166 133, asps — GPs ` &S — GP°
— GPs 1,80 — Gp3 —VW,- Gps
00 0 +00 d1 +00 142 +0 143+ 144 +00 1 0 *00 LU +00 0 +00
—Gp5 —G + —Gps —Gp —G0+5 —Gp1S —GPs —Gps —�ap+s —Gp6 —i0ap5 —Gps — a s —Gp✓w— " —GPs —go -6" —vw .-GPs —d —Gps —Z —GPs —c —GPs —
----- - - - - - - - f- - - - - - - - - - - - - - - - - - - - - - - EXbTNG GAS LINE ITYP.I�
"{ MOPoSED GAS EASEMENT J
5,{.E TEMPoMRY WORN SPACE (TYP.)
AV
I
O
EGNE P T
- AND
PROPOSED GAS LINE tTYP.I
O O
O N
Y -
4�S+ 4s +ooGPS -- 0
Oo GPs — 1 �4 +00 1D
Gat— GPs 148 +VpS GP 49%s — GI's O % — GP Q. — GPs — G— GPs — dwq, C." — G4v +00 GP — GPV5 +00 GPs — GpbS�O c-" — Gps5T09" — GP 158 +9 $,5 — C." 15. — C." !'&* — C." —U-90 — GPS - Z GP — G700 g
J J
2 2
U U
— _ _ _ _ _ _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
TEMPORARY WORK SPACE ITYP.1
A /
/
0 30 so 120 /
Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
U�
URS CDrporaGOn -North Carolina
North Carolina License t C -2243
Piedmont
0111 Natural Gas
I- AD xur[a ana
—Ef- -E
Rr uue — wPER *ITT PD+c,
—6A►� PR i� eD�rrPE
CL
P
QR oDeEDEASENErvT R rv..EETRrEX,T,o,NT
eXS<NDRASE "ENT p T--P—
-- TENPDRAaY WORK9PADE
D�REPLreRDUr�ET
® iNBER MAT eDREPrr IIFSv1cNAN D BO RE
- -- - -- E.ISriNC CarviauR (MAJOR) TENPORARr eRIDCE
®N urnoN EtPRArvw
NO.
PATE
DESCRIPTION
ENG.
DRANM
CNK.
DRAWING NO.
TITLE
1
0123/13
ISSUED FOR APPROVAL
NF
SR
-- _' _...... _ =' - =-
-
511 LOOP •EAST
EROSION CONTROL PLAN
FROM STATION 135 +00 TO STATION 162 +00
WAYNE, NC.
:.
0
MOPOSEDGASLINEITYP.)
EXISTING EASEMENT
. ...
-
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC V-60,
00 0 +00 d1 +00 142 +0 143+ 144 +00 1 0 *00 LU +00 0 +00
—Gp5 —G + —Gps —Gp —G0+5 —Gp1S —GPs —Gps —�ap+s —Gp6 —i0ap5 —Gps — a s —Gp✓w— " —GPs —go -6" —vw .-GPs —d —Gps —Z —GPs —c —GPs —
----- - - - - - - - f- - - - - - - - - - - - - - - - - - - - - - - EXbTNG GAS LINE ITYP.I�
"{ MOPoSED GAS EASEMENT J
5,{.E TEMPoMRY WORN SPACE (TYP.)
AV
I
O
EGNE P T
- AND
PROPOSED GAS LINE tTYP.I
O O
O N
Y -
4�S+ 4s +ooGPS -- 0
Oo GPs — 1 �4 +00 1D
Gat— GPs 148 +VpS GP 49%s — GI's O % — GP Q. — GPs — G— GPs — dwq, C." — G4v +00 GP — GPV5 +00 GPs — GpbS�O c-" — Gps5T09" — GP 158 +9 $,5 — C." 15. — C." !'&* — C." —U-90 — GPS - Z GP — G700 g
J J
2 2
U U
— _ _ _ _ _ _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
TEMPORARY WORK SPACE ITYP.1
A /
/
0 30 so 120 /
Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
U�
URS CDrporaGOn -North Carolina
North Carolina License t C -2243
Piedmont
0111 Natural Gas
I- AD xur[a ana
—Ef- -E
Rr uue — wPER *ITT PD+c,
—6A►� PR i� eD�rrPE
CL
P
QR oDeEDEASENErvT R rv..EETRrEX,T,o,NT
eXS<NDRASE "ENT p T--P—
-- TENPDRAaY WORK9PADE
D�REPLreRDUr�ET
® iNBER MAT eDREPrr IIFSv1cNAN D BO RE
- -- - -- E.ISriNC CarviauR (MAJOR) TENPORARr eRIDCE
®N urnoN EtPRArvw
NO.
PATE
DESCRIPTION
ENG.
DRANM
CNK.
DRAWING NO.
TITLE
1
0123/13
ISSUED FOR APPROVAL
NF
SR
-- _' _...... _ =' - =-
-
511 LOOP •EAST
EROSION CONTROL PLAN
FROM STATION 135 +00 TO STATION 162 +00
WAYNE, NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC V-60,
JOB NO. 39911024
DATE:
01232013
DRAWING NO: Rev
68LE- SEC -EC -006 SHEET 11 OF 48 1

C'
0
BORE ORE TVP.)N
AND ; -.....
\ \
WATER CROSSING ...M
` f]eT W/-
O PROPOSED GAS LINE (TYP) PROPOSED GAS EASEMEN /'— '�
. — — — —
— _
+
+
5 +00 160 +00 16� W _ \ - _- -.V. -- -_- - _ _.. _.._. - TE BRIDGE —��N _ EXISTING EASEMENT
GPS — G —Gp5 + _ -- - --- - --
�53 / .,
G" Z GP +� d d - -- +pp
5�qq - --- - -- -- - - -L ,y+8� �'�' '" iZ 78+ —oOG� — GP51p GP5 178 +00
_ —Gp5 — 5, —GPS — GPS .� — G 67� 168+00 P•
V \. a P5 —Gp5 — GpS -- GpS 16% _ — GP�70+ a00 1 �+p 73
— — — / GP5 _tea 17P5 — c" — p50 _GPS �aps� G�S GP5, !H
— — — — — — — — (J� �N THE PLUG �.� — G�
— — — — — ...i / TEMPORARYCONSTRUCTICNENTRANCE ITYP.I ------- -- -- . -- -_
n
.—
TEMPORARY WORK SRICE ITYP.) -'� � - -- -. � -- - - --
/ ', d \ wn'•' °�' WETLAND v 217,; — -� — — — — — — —
�1LANDDELINEATION - ,...,.
\ t p0 \ TEMPORARY BRIDGE
\ / NLTP CEITVP.) SOILDELINEATION(TYP.)
/
WETLAND VV216 ,-'" � \ "°•
TYPE PE
}
\ F
,P \ \s F
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 192
ISTNG EASEMENT _ +� ° 191�0� °
Al
/ — GPS i CaP5 — GP5 — 1�7777� 77gg X79+ {: 162+06, ', fig@ r ° °
Gps� GPS — Ca1pS GPS — GPs Gp5 — G i + 7+00 G05 _.- Gpeb GP5 18 m Gp5 Gp'S
- - - -- - - ---
-------- L ` 1 P5 GP6 — GP56t +00GP — GP — , 5 — GP t&1 +� 5 — (gyp 184+W — GP5 185+0 — GPSr — P5 — GP4 — GP y °
h -...,
---------
pppp +Qp c
7GPS 173 GPG —Gp5 774 +11(1 _ —tla _ - - --- - --- -._
BPS _ - - --- --- - -- -- - -- - - - - - ---- ----- - -- - -' -- ' - ------ - - - - - -- - - - --- -- --- ---- - -- -- ---- - -- '- - - -
_— .._ ___ —_. BODE PIT
-- "' — " —— - -- — AND
EXISTING GAS LI
WiL DBURERTGNRYP.)
s, 0" 30 60 120
Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
1�
URS CorporaEOn -North Carolina
North Camlim License B C -2243
Piedmont
0111 Natural Gas
w- EREgR
- -T F nRr
LINE — .1ER s0 EENCE
+� ": s01—PE
L R A R
seo E °sENE
O „DOENTR.Ex,TLI.T
ND E�sENEN
- - - ° p
--- -- E ENT ACE TRENCREwa
aARr
ND RERLTERD ET
_T aDRER E R,AcAN,DEDRE
- -_. _.. _... E°IeTWO CONTOUR INe1ORI TENPOReRr ERIDCE
ITREAM ®„nD L_ NErnR —E
NO.
DATE
DESCRIPTION
ENG,
DRAWN
CNK,
DRAIMNGNO.
TITLE
1
0123113
ISSUED FOR APPROVAL
NF
SR
AK "-
_... -
5B LOOP -EAST
EROSION CONTROL PLAN
FROM STATION 162 +00 TO STATION 159 +00
WAYNE, NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1' � 60'
JOB NO. 39911024
DATE:
01232013
I DRAWING NO: SHEET 12 OF 46 REV 1
5BLE- SEC -EC -007

EOIL DELINEATION(TYP.)
aoh,
rZAM.",
6�{ TEMPS OMRY WORN SPACE (TYP.1 —
— —I[::�
O
N H
9 00 - +00 2 +00 W 03 +00 204 +0 205+ 206 20 + 2 0 '+ +Otl +00 32+00 33 +0 214+ 215+ W 3 2 0
— GOB -.GW — C v* — op — GP5 — i z — GP5 — GP5 — �+p� — ope — i s — C." — as — G04 —w — C." i ;— c" — .— Gts — d — CAP" — G� ° GPg — G4�s — GP5 — GV4 K," — G" —6OS — C*6 — 4e — GPE AL 0", — — c>" —'did —Gas
J
U
- ---- -- - - - -- -- - - -- - - - - - - - -- ----------------------------------------------- - - - - J -- -- - --- - - - - - - - - - -"- -- - - - - - -.._ - - -- - -- - - - - -- - - -- -- - - PROPOSEDGASLINE(TYP) EXISTING GAS LIRE (TY
-' PROPOSED GAS EASEMENT z
EXISTING EASEMENT
rr`
Gl ....
1110 30 60 120`
p000vIIS TM Feet
NOTES
LEGEND
t
t.
REFERENCE
DRAWINGS
- -
SILT Fj E(TYP)
vMrEaenR
3
Rv uRE 11- 111 PD,<E
—611F! PR L j SO L TYPE
• -was� E. �� iN � � "
O EABEMENT
O OPOBE RODENT 1 TP —T
EXS.o p rRER< PI,O
- - - -- reMPORARYwORXBPA<E " `
vEn+ "O � ca RE PATER OOTLEr
® riMaER 'AT BORE PIT PORACA Arm BORE
-- - - - -- EA STING c<N— IMA—I TEMPoaeaY a..00E
STREAM Bl♦ < TRUCrro "ErrrRANCE
®"
NO.
DATE
DESCRIPTION
END.
y�
CRK.
DRAWING NO
TITLE
1
0123113
ISSUED FOR APPROVAL
yF`
SR
\ \
■s\
8F \\
\ \
..
J
TEM� P.
c\ MRY WOM SPADE ITY 1
. � _
- - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - -�
- - - - - -
+
SIR iF
M
BOp
8 + 387+ 188 W 8
Eve — 93 — G" — +dk — 0 J — Gp5
7 0 0 00
— — ba3 — — GPg — ;,:'. < .. —
95 +00 196 +0
Gp5 Gps — Ga3 — �aP6 — Gp5
O
N
797+ 798 19 + 2 0 00 +00 W
•— 5 — bp5 — — ba3 — — Ga3 — — GP■3 -- — Gp5 — — Gp5 —?
J
+00 4 +00 05 +0
— GPS —Opp° — bpg —
s\
\
-------- _..__.__ —.__. ____._.._.. _.___— _.___________ __. _.. _.._.._.. _..__._.._ ._.__.._.__.._..___.._.
-_ ._.._. ._.__..__.— _._.._.._.._.__.._.. _.._.._ ____.._ ._..___.._.__.._.._..___.__..
■
_. \ \ —. \msµ .__.. _.. \ \ \._.. _.__.._.._ _.._____.__.__..____..___
-. ---------------------------------------- _.____. ------- ..___ ._..._ ___.. _...___ . _.._..____.____- ___.__.._.__.__
__- -------------------------- . ----------------------
BOREPITFORJACN TEMPOMRY CONS (�rTIONENTRANCE(TYP.)
AND BORE (TYP.)
\ \
\
EOIL DELINEATION(TYP.)
aoh,
rZAM.",
6�{ TEMPS OMRY WORN SPACE (TYP.1 —
— —I[::�
O
N H
9 00 - +00 2 +00 W 03 +00 204 +0 205+ 206 20 + 2 0 '+ +Otl +00 32+00 33 +0 214+ 215+ W 3 2 0
— GOB -.GW — C v* — op — GP5 — i z — GP5 — GP5 — �+p� — ope — i s — C." — as — G04 —w — C." i ;— c" — .— Gts — d — CAP" — G� ° GPg — G4�s — GP5 — GV4 K," — G" —6OS — C*6 — 4e — GPE AL 0", — — c>" —'did —Gas
J
U
- ---- -- - - - -- -- - - -- - - - - - - - -- ----------------------------------------------- - - - - J -- -- - --- - - - - - - - - - -"- -- - - - - - -.._ - - -- - -- - - - - -- - - -- -- - - PROPOSEDGASLINE(TYP) EXISTING GAS LIRE (TY
-' PROPOSED GAS EASEMENT z
EXISTING EASEMENT
rr`
Gl ....
1110 30 60 120`
p000vIIS TM Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
X�
URSCo,Wrabon - Norm Carolina
Norm Carolina Licarm E C -2243
Piedmont
r6111 Natural Gas
vMrEaenR
3
Rv uRE 11- 111 PD,<E
—611F! PR L j SO L TYPE
• -was� E. �� iN � � "
O EABEMENT
O OPOBE RODENT 1 TP —T
EXS.o p rRER< PI,O
- - - -- reMPORARYwORXBPA<E " `
vEn+ "O � ca RE PATER OOTLEr
® riMaER 'AT BORE PIT PORACA Arm BORE
-- - - - -- EA STING c<N— IMA—I TEMPoaeaY a..00E
STREAM Bl♦ < TRUCrro "ErrrRANCE
®"
NO.
DATE
DESCRIPTION
END.
DRAWN
CRK.
DRAWING NO
TITLE
1
0123113
ISSUED FOR APPROVAL
NF
SR
A,K,:
SBLOOP - EAST
EROSION CONTROL PLAN
FROM STATION 1E9 +00 TO STATION 216 +00
WAYNEE NC.
DRAWN BY:
NF
CHECKEDBY: APPROVED BY: SCALE:
SR DC 1 .60,
JOB NO. 39911024
DATE:
01232013
DRAWING NO: SHEET 13 OF 48 REV
SBLE- SEG -EC -008 1

J /
I /
,4'Q Gp
53igy �' G
IIE
M
SOIL DELINEAMN (TYP.) _
/.f O
YEETl.A1D DlLINlATpx —y.
CttMPORARYWORKa..(TYP)
PROPOSED GAS LINEfjYP.� T11ENLUO ,
J r•_ t�. PROPO ED GAS EASEMENT * A
/p —_ AS �L BB \y,rr ^� j FAR COx EHTMNCEI ES
/ / ETR T x TYP.1
,.�,�, \ ` TMBER MAT w
/
OAS 1
TFEN X PLUG TRENCH PLUG • TESBER MAT
/ / / + �r G ;\ `� VM1iS ��.. 2y q , '.4� TT'•T' y 4 "^ P TREN PL _� On TREN LUG O
j58
GA3 --• 3 ' +�= .,,.L.�. npp * ++
G _ V '� AS
-. q57 +0 '� _ TRFyG�iPwc G `WETLAND, Al
�G yI•., N n REHCH PLUG
- TYP PFO-
SILT FETE ITYP.) - . \ •'I�7L GA ;�:1 T-- ,.,,,,, _O
WATE11R031ING 'TEMPo ORIl1GE VpSi -Z
s
11 --TING GAS LINE ITYF.1 3122 Y _ Yp
GAS
_ fjffjjp .. oRo PIT FOR 10� H Type PFO W
l
.
t
cc
_ r _
,
•
ISORE
FIT FOR JACK
/� J-..:, , •` ..� ._ ,. .._. ttMPO MRYCON [NTRA ( 1 A ND /ORE
w STIIII�Tgx MC! 1YP. .
(J .
�Y
O
""f . _.
M ~ /w �
/ Y
TIRANCEITYP.)
FIT CONS WFTUND DELINEATION
i
r W13t
(EASEMENT _w ` TWEER IMT \ ••8�
TRENCH PLUG O
—�— TIMBER MAT * O TREND PLUG TMBER MAT - f
O
TRENCH PLUG
O .►. . TRlNLUE
TRENCH
U= TRENCH PL RECXPWG
+
2-0NWIf� k •. TREN C NPWD
0-/
qE �... LU i1{y a. w ».
— G — — �a" Z — G ><3 : i$�•.. - — �'kj"i � rwrh Ewoae S �.���
2 T rR 'PLUG PLUG.
7+
Ns
TENPo
wV �s VM st
Type PFO G T.EEn eu �-r l r�l
GA .,. ._ 237 +pp `4 All <\ ,r.,. x 'F!� � �sf� t
_ S IV-
u.
VLy
I his °"'�6�'.. , • :: _ _ '/
TRENn P, LUG
—TER CROSSING
- -- - -_ - SID7 WpTAOU122
»
F
F3ISTING GAS LINE (TYP.) LJ
MLT FEE (TYP.1
BB
GqS GPg+pr G
0 30 60 .:,120
Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
URS CO—Ii- 0UO -seh C-2243
North CBtDliro LkenSe Y C -2213
Piedmont
0111cESSR°AO
Natural Gas
fwd R�
- - RRORERry uNe — BF-- -s m�rvwce
Rv uNE _ SuvER sLr PENCE
—01A.0 PR Wig soil r.vE
--camps Ev sC—u.Ie ^rloN
aE NEN
DEASE T 0 rAE cNE .RnNr
-. -- NG E ^sBNEN,
R ^Rr °R R` °E CORE F10ER O—ET
® xAT a° JACK Um BORE
rexoORARr 3R�ocE
..R.�w.w STREAM Co °s MON E—ANCE
® R
NO.
DATE
DESCRIPTION
END.
DRAWN
CMK.
DRAWING NO.
TITLE
1
0123/13
ISSUED FORAPPROVAL
NF
SR
Af(
56 LOOP -EAST
EROSION CONTROL PLAN
FROM STATION 216 +00 TO STATION 243 +00
WAYNE NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SIR DC 1 -60'
JOB NO. 39911024
DATE: 01232013
�
DRAWING NO: 5BLESEC -EC -009 SHEET 14 OF 48 REV
1

x.
,
Is
SOL DELRIEATION(11.)
E
' :-00- ._- .___._. _ ___ -- - _ _.._ - -_ - -_ _.._ -_..+ . -__ .._ ___ _. _.._.._- .._.._ - -_ _ ._- -_.__. _.._._ _. . -. _ . _ __._.._ _._.._ -.___ _ -. _._ . -.._. _ _.. -. -. _ -._ .._.. _. -_ _.._. -_... -. _.. _.. -_. - ._ -._.._ _._.._.._ - _. -_. -_ ._ _.____ __. __ ___ _._.._ -- - _.._ -._- .._._ - -_ _- _ - -___ _ -.._ -. - - _. -_.._- .._..__._ .._.._. _ HLME s ��pp �6 �6� 2� pp a _ 0� app ����p u =0a PS — GF�"✓5 *00 GAS — GPSSB+DOGPS — G 2 �� — Gp5 256 +&q — GA5 259 — GPS iiR5 — GP5 ZcsPE+ — GP5 -- VPv GPS — a%" 00 GP5 — o *00 GP5 '^ GPI5+00 Gp5 — G�66 +0� - — GP5267* VAS —GAS 266 +�ip�r — GPS 26�aP"JI —GAS 2 �PaP� — GP5 —vP's — GP5
v J J
v v
i g
— — — — — — — — — — — — — � TEIRPDRAR
N
O _ a
s 0 30 60 120
r' Feet
NOTES
LEGEND
3
REVISIONS
REFERENCE
DRAWINGS
U�
URS ('iDlPOlation -North Carolina
Nor Carolina License S C -2243
Piedmont
�41 Natural G a s
- ^o f -w � vur[a ena
—
onpup ar uuE wPEa sLr �wcP
�bAM P L""/ soar TYPE
r XT "
D K.._RYIEXITPaII„
-_ -- E wGaKRP E O RE « =aPLGG
ENPpRX
En ^ "D C.— ILTERG1—
TINBERNAT aoREPnPpR _K HGBGRE
- -- - - -- —TING coRTOUa (M 10R) —PORARr BR -E
....N..� STREAN c ucTON RAece
®"
NO.
DATE
DESCRIPTION
C
DRAM
r
DRAIMNG NO.
TITLE
1
01123/13
ISSUED FOR APPROVAL
NF
SR
�
ACCESS ROAD Ytb
4
3
AK
» -° -'-
5B LOOP -EAST
EROSION CONTROL PLAN
FROM STATION 243 +00 TO STATION 270 +00
WAYNE NC.
r
Ft EXISTING GAS LINE(TYP.)
17
i
i
TRENp(PLUG
LILTFEND
EXISTING EASEMENT
MOPOlED GA! LINE ._ -. . -_- . ._ ..
-. _ - -. _ _ . _ . -_.. ---- —
M4 1 �..,.��.,x �.n 2 O
+Q
` GPs — GPS
+ 244+00 ._. -___.
�p�
s�'.. — ` . �- - -; -. °- - - -- -- -- --- -- ---- - ----- °�
2 + 0— GPS — GP5 —
n
m GPS
—
GPS GPS Gp,559+00
-- '�'��''S ,.
s
mGPS
+t+
+QQ
y� 257 GP5 252+Q0_ —GP5
y�g�0 _ G� —2yp
GPS_ GPS --
- .
N A -.
A . ° y{S+DO
y{ °GP5
249+BD G" '_ Jp5 ^— CYAS
— Gp`S —GP5
to
CHECKED BY: APPROVED BY: SCALE:
SR DC 1 " =60'
w y�5+pp 2A6+00 AS —GP5
o I GAS —GP5 —GP5 —GP5 — GPS GP5 -- G
—GP5
—
'.. °' WETI.A ND W12 - •
' - -_- �..__i -�
.1 — —
— — —
—
.
IR000lED GAS EASEMENT — —
—
— — — — — — — — — — — — —
TEMPORARY WORK SPACE(TYP.)
/V
111
_.. ...,,......�.„.°
}
S
x.
,
Is
SOL DELRIEATION(11.)
E
' :-00- ._- .___._. _ ___ -- - _ _.._ - -_ - -_ _.._ -_..+ . -__ .._ ___ _. _.._.._- .._.._ - -_ _ ._- -_.__. _.._._ _. . -. _ . _ __._.._ _._.._ -.___ _ -. _._ . -.._. _ _.. -. -. _ -._ .._.. _. -_ _.._. -_... -. _.. _.. -_. - ._ -._.._ _._.._.._ - _. -_. -_ ._ _.____ __. __ ___ _._.._ -- - _.._ -._- .._._ - -_ _- _ - -___ _ -.._ -. - - _. -_.._- .._..__._ .._.._. _ HLME s ��pp �6 �6� 2� pp a _ 0� app ����p u =0a PS — GF�"✓5 *00 GAS — GPSSB+DOGPS — G 2 �� — Gp5 256 +&q — GA5 259 — GPS iiR5 — GP5 ZcsPE+ — GP5 -- VPv GPS — a%" 00 GP5 — o *00 GP5 '^ GPI5+00 Gp5 — G�66 +0� - — GP5267* VAS —GAS 266 +�ip�r — GPS 26�aP"JI —GAS 2 �PaP� — GP5 —vP's — GP5
v J J
v v
i g
— — — — — — — — — — — — — � TEIRPDRAR
N
O _ a
s 0 30 60 120
r' Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
U�
URS ('iDlPOlation -North Carolina
Nor Carolina License S C -2243
Piedmont
�41 Natural G a s
- ^o f -w � vur[a ena
—
onpup ar uuE wPEa sLr �wcP
�bAM P L""/ soar TYPE
r XT "
D K.._RYIEXITPaII„
-_ -- E wGaKRP E O RE « =aPLGG
ENPpRX
En ^ "D C.— ILTERG1—
TINBERNAT aoREPnPpR _K HGBGRE
- -- - - -- —TING coRTOUa (M 10R) —PORARr BR -E
....N..� STREAN c ucTON RAece
®"
NO.
DATE
DESCRIPTION
ENG.
DRAM
CNK,
DRAIMNG NO.
TITLE
1
01123/13
ISSUED FOR APPROVAL
NF
SR
AK
» -° -'-
5B LOOP -EAST
EROSION CONTROL PLAN
FROM STATION 243 +00 TO STATION 270 +00
WAYNE NC.
r
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1 " =60'
JOB NO. 39911024
DATE. 01/23!2013
DRAWING NO: 5BLE- SEC -EC -010 SHEET 15 OF 48 REV
t

PROPOSED GAS LINE (TYPI ----------
----- ------------ ----- -- ---- - - ---- -- -------- -- -- -- ------------ - -------- --- -- WGjS G-279+08 ------ ----------- --Q GAS 28p+pp 2$7 GIW!n C +
&S PftL
0.
-------------------------- >
OWN
- --- - - - - - - - - --- > GAS --- -------- -
0
IS Z
273. 2
0 'a G" G" G" AS --- ---------- ------
x +0 271*ep ea -G" GAS _I-glm - GAS
67 +00 268+00 Gp5 ^ P'S Z- US 'GAS - GAS -2 -GAS
PROPOSED GAS EASEMENT GA-tE CS
4 — — — — — — — — — — — --- --
+ — — — — — — —
O— — — — — — — — — — — — — — — — — — — — — --- TEMPO—Y WORK 3PRCE(TYP)
tv
11
W41,31,13 WERE
IRENCN
O
ACCESS ROAD $1. M— P
WATMMM DW 'AD
--------- - ---- c� 13
------------ - ---------------- ---------- ---------------- ----------- -- --- — --------------------- --------------------------------------------- ------- ------ ---------------- ---------- -------- - ----- --- --- -------
C-4
GpS WC ' 00 V+20 '!'' 'L+" 2L+' 20 9 P 6 *
GAS -GAS - GAS - K - GAS J-"s - c-"s -GAS -GAS GAS 21AS - GAS 26WS - "S -gIM GAS 28W - GAS I - GAS - O- O- GAS
C GAS,
-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -
p sJ
�D-
TRI MUG
W-MUs — roAgt—oc
—SILT FE110El —1 —
-- --
A\S�
WATER CROI
sill
N
1 0--
0 30 60 120
T!M Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
URS
URS - North Callolina
North Caml— LICE— 0 C-2243
� Piedmont
0111 Natural Gas
11.11,T1 LINE F— -T —C.
SUPER — FENCE
--GA" mopoSED CL SOIL T—
'L 111LIELINE11*1
E. • .. —T POINT
PR E-ER— E-TR
IOU—G E—MENT TRENC.1UU5
— -- — — TEMPOR.RY MRKVACE
Co- F LTE' "T"T
N. ` GORE P�­R
T7DRAWN
CONTOUR W—R) T R"' E
No.
NO
DATE
DESCRIPTION
ENG.
D—
CHK
DRAWING NO
TITLE
01123/13
ISSUED FOR APPROVAL
NF
SR
AK
50 LOOP - EAST
EROSION CONTROL PLAN
FROM STATION 270+00 TO STATION 297+00
WAYNE, NC.
BY: NF
CHECKED BY: DC I SCALE: 1'.60-
—
JOB NO. 39911024
DATE:
0123/2013
DRAWING NO: SHEET 16 OF 46
5BLE-SEC-EC-011 I

S TRENCH PLUG WATERBAR DIVERSION )TYP.)
O O n. g%
WATER6AP DIVERSION (TYR) {
f EXISTING EASEMENT
co,
TREQ NPLUG
� —3G GAS LINE TYP)
Pr — 1111- PROPOSED GAS LINE ITVP.) +
+00 5+00 -
� / .. 1111- 1111 -- �
°- `-- -
- W►5 —GAS — GA-- GAS — G Z 7+0� 29g+
- GAS DO }0000 pp+pp --- - - - - - - 3�p 3�3
F:. = GAS A CSpS — GAS 9 GA_S --..�� —3� +.�� GAS — �: 3p.�.+00 �pq .30 - 1111-- - � -._. 1111-- - - -- �- - --- - -- -- - - -- -- - --- GAS LZ 1�o GAS — GAS GAS +� GAS --
GAS — GAS +pp GAS — GAS 5�00GAS — 306 +p0 307 +0o U
— — — — { —i GAS ^ GAS — GAS 308+OGQ 3 b h
- _ — — — —�—` — _ — / —GAS _.._ * —GAS -j I
C
%L�TYP.1 a3 ,... - - _.._. ------------------
SWATEKCRO331NG ,1 �' — — — — — — — — -- _. _. PRO I-ED GAS EASEMENT
_ /
— — — — — J
y N
1\
�p SOIL DELINEATION(TYP.) �f4 © - O 0
r..�.. ,
._z a X35
TGIPOMRY WORK SPACE ITYP.) 7
— / — LORE FlLj)<R OUTLET
0
T
GEED GAS LINE (TYP.) + O
HE RIMT
� r a.a 7�'Jysj,.. ,�6n
— GA? 11 +8%S — GAS �I%Wt — GAS = SpS -- GAS — V5W *�--- GAS — MOO GAS —� G� +00 GAS — GA�7 +oo GAS — GAS�IB +OOGAS — GAS319+%AS -- GAS J20 +&S — GAS 321 ,,,-_ GAS 3244 — GAS � ga — G � �1fiai�' -2 r r �'`'""GAS� = GARa� +oo
x . ------------------------------
„SCORE IRSU .
OUTTLHEE T — S9 Ob 2 (C� LUG
98+ GAS _..__.__ .._.__.._ _ _.. _ __.__.__ _._.__.._ ..___. __ —..-- ._ —. -__ _ . _. __ _ . _. _. - __ _. _. _. ____ _ . —.. . _ .._.__.._ .___ __ _ -_ -_.._ __.____ M
= ! J
t'
�y.rN
— _
PP WATER CROSSING
— — — — — — — — — J / fie,' aim 1t �t v r
` N
1 0 30 360 120
Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
U�
URS CurpooEOn - Norm Carolina
Norm Carolina Lksnas E C -7143
0111 Piedmont
Natural G a s
�..- wniENO.
- ° ^' RY L
—!!I -{ 9
E suvea saE VErycE
vR t_-) son TVA
X IE �
O OO
" *OINT
_—P OE O RENP= O
RAR
NO OOREP�EOUTLET ® MAT ® - R-1EOR,I --ROBE
-- - -- .,1111 CONTOUR IM110R) TEMPORARY BROCE
�"'���+ sRE..M c �cTIONErnRA
® R
DATE
DESCRIPTION
ENG.
DRANM
CNK.
pRANnNGNO.
TITLE
t
0123!13
ISSUED FOR APPROVAL
NF
SR
AK .
-"
5B LOOP -EAST
EROSION CONTROL PLAN
FROM STATION 287 +00 TO STATION 325 +00
WAYNE, NC.
DRAWNBY:
NF
CHECKEDBY: APPROVEDBY: SCALE:
SR DC 1" 60'
JOB NO. 39911024
.ATE:
01232013
DRAWING NO: REV.
SHEET 17 OF 48
5BLE- SEC -EC -012 1

t r
- rROIDx nuG
n t
III
f
-,, � —�• :A \ � ,' .�'. rxovoacD CAS UNE (rvv.)
6 3
`\ O �'-.�� P rtOO - - •,�,� wwETUwhELINEATax / / _ ` R ._
"may ' q Te�PO saooc }� / 3
dVol 33G',•
'�-•� ♦� /
\ RE OUTLET
OUTL
NiETLANDYV423 ' �� .+ w lJ
/ ..- .Type PFb `� / 3D Qg / d / / _ GpsOp
rx ylCRii?L
/ - n PLUG GlxpD II�JJ { �yj �' / / ` ~ GA5
G3 *p
# 7 0 G P5 a o o
I` GA,38{±00 G_ !J
TEMPORARY WORN SPACE (TYP.) -_ \ P J - � •
�r \G
`c � I
Q
E%LRTING EASEMENT
Tr
8 r \
t
TEMPORARYCONSTRUCTION ENTRANCE(—)
T �
7 +00 GPI .all, saw GP9
300 GAS
_ 1 0
^+yi, MORE PIT FOR JACK
''`�,, AND aaRE RrP.i
f
,, V7°RK SP,,GE ("P1
SOLDELINEATIONRYP)
— — — — —
PROPOSED GAS EASEMENT
_---------- — — — — — — — — — —
I — — — — — — — — — — — — — — — — — — — — — — — — y ' ' G
— — � ' 3y,:oo�, -, GPI'
3q�A 3f) +pp 3q� y t •3 0-i CIO
;GAS — GAS —GAS —GAS —GAS GAS — GAS GAS — G 387+00 C3
= - — — AS GAS -- GAS — GAS — GAS GAS — pg u G 350+00 r �. GPI" ,
_ — — -- ..� ._...�— — — — -- — — — — — — — — — _'. — — — — — — — — G — � —GAS G _.._ � 351+00 — GOW
IN, PEIiCE RYP.) I �� G w '
N
f jr ,
�� —' - - - - -� G
N
G
EXISTING GAS LINE (TYP.)
0 '!0. 60 120
F
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
URSCNTparabo -NOM Carolina
NoM Carolim License a C -2243
Piedmont
0111 Natural Gas
Al - w.rERNO.
R Rr N —OF—t -
PCI LIE —pP— suPER SLE PENCE
�aiMal PR �` soR rvoE
- -cASe Ex
oPONEO E.sEMENr
O PR • NnDENTRrEx PGINT
- - 7 — PRGESEMERT TRENORPL G
-- N.RrwoRKeP CE
'." Y.s .NO � caREPLTER OUTLET
R M.r
® !� SORE PI PeR JACK III EORE
-- Es 6rwG COnT0UR P4n�0R) TEMPOR.RV BP OGE
erRE.M Co UCTIONENra..RCE
® H c
DATE
DESCRIPTION
ENG.
DRAWN
GHK.
DRAWING NO.
TITLE
1
01/23/13
ISSUED FOR APPROVAL
NF
SR
AK,
56 LOOP - EAST
EROSION CONTROL PLAN
FROM STATION 325 +00 TO STATION 352 +00
WAYNE, NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1' 60'
JOB NO. 39911024
DATE:
01232 013
DRAWING NO: 8 REv
SHEET
58LE- SEC -EC -013 18 OF 4 1

® O .0
� O
\ RMPoIURY WORK fPACC (TYP.1 .^
\
\ \.\ \ PROPoSED OAS LINE (TYP.1 =".{ MOPOSED GAS EASEMENT ... ,- ^„�w" �" w»
— — — — — — — — — — — — — — — — - — — — — — — — — — — — — - C2,
GAS
�L�.
0
GAS357N0 N .J' ESUTNC EASEMENT —
v 356 +pp +00 8 +00 3 + 0 60 +00 361 +0. 362+ -
6p 3�q +pQ ��+p0 6 — GP5 — 363 }pD 36 +0p 3 S+ 0 W 66 ±00
\ ` \ \ �SiZ +GPS — GP+3 s �+ ps —GPs — G9� — GM5 =GPS — GPh — oP+s —GP5 — G —GP5 —aPjs GPS — GPg — GP`> — GP3 — CsPS —GPS — GN3 — GV�Ii — cap5 — GW — raP9 — GPS — �aN3 —GP5 - J PP55 —GPS — G0+3 GP5 G-- P5
__.._�_— J r S
U
2 Q
Ens •�
nNG Gq , is
Lfte(7yp) \- 301E DEUNEATONITYP.) O
U MTTNG GAS UNE (TYP.1
{ a , ".,; . .'•..- ACCESS
*,T F
A
w
ve. -
r,
fUPEKg FENCE fGfEl�
!J v S`tfr
— ��
— — — — — --- — — — — — — — — — — — — — — — — — �- 516F- !� !bf— lSP�.!lf��blfi flf��flf�- bbf•�blf�� ��!lf-- blf— !!f —!�� !!f— /bf— !!f!!f� !f`
— — +
y� 33EE�� r 367 +00 368 +0 3 Pa
+00 pg' GPS .._. GPs5+00 GP5 ?�A m— GPs ° GPS ° GPS — GPS — GP+S — GP6 — Gi+s — OPS 37 - P6 °GAS 37GP =+ —GPS —3GP5 —GPS -- GPS =GPS G3P7� GPS -- GPS vP5 — GP+576+ GP5 — GA�+3n P5 -- GP5 378 +pppp� g+�p �a6�p� �a1+pp
. g GPS — GP? 7 4S — GP9 — GPs — GOS
6= +�y8Pg GP5 2
0
-- - -- - - - -- - - - - - -- — --
--- -- -
-,.. WETIANO WI2
- ' Typ PFD `
a
E%ISTNG GAS LINE (TYP)
ACCESS ROAD 417
-"�.- P�.�N �P1
.w" 0 39 60 ,OE0
® Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
URS Corpra4on -NorN Caroline
North CaRohm License S C -22,9
0111
Piedmont
Natural G a s
ree.,�, e. PUBLIC Ro 0 mow' w r[a eaR
N
PER snT FEr�cE
—a !. PROPOSED= °'— anLTYPE
_ c 9 eImNG= I„ AT, N
O DDENTR..xITP=N,
TE w 11PA =E HE „ = „P'U..
EMPORAAY ME A »D OOREPI�IER 1-
TWBERMAI BORE PIT..GR`CAANOEXIBnNG CONTOUR (MAJOR) TEMPORARY BRIDGE
r.r,rr aTREAN ®M UcTwu ENTRANCE
NO
DATE
DESCRIPTION
ENG.
DRAWN
C
DRAW NG NO
E
1
01/23113
ISSUED FOR APPROVAL
NF
SR
SIR
AKI
_
-
5B LOOP - EAST
EROS ION CONTROL PLAN
FROM STATION 352 +00 TO STATION 379 +00
WAYNE, NC.
DRAWN BY
NF
CHECKED BY: APPROVED BY: 3CAlE:
SR DC 1 "�60'
JOB NO. 39911024
DATE:
01/232013
DRAWING NO: REV.
5BLE- SEC -EC -014 SHEET 19 OF 46 1

Sgf\
GPs
-
1_i.l TEMPOIGRY WORN 3MCE ITYP.1-•�� ��-
egf\ TRENCH PLUG
SSf\ SUPS TFENCE O WETLAND DELINEATION "
`'Sf /- wit¢ i ` ND W126
O SE GAS EASEMENT T7po#,,pPf1
Y 3'
&LT CE ITYP TIAAR�ER AT
�
^� 380fp0
neoro
�\ f Mq vulrrPl
oAl •.' .�{r�'^" .� ^\
1
/ \
r \
�`''�^ ,. l
:.WE7CA ND Wj25, • ` . - � ... ���(_ `17tI1tIN4• Y� • • 7 .
TXpe PFO Msr n y�
mTvtcR
v
c
V ,
i
f SOR DILNMATgN ITYR)
I ,
,
5
Z! , • .
IN
v »
. r
r
-
, / ... � �•�, O ' it / i
,.... ,;h. S,. ': ', her !.; , 71 ->. - - , i i a �.•.
�\ y1
-
4 \. , .
DELINEATION
I
:i
\•
'E�L'AND.W126
p
• ` • . � :•:/ � to .. , , � .:. -._:. .,� >, •i%. _
,1.
I
1
L..,._. M -1 j!;,t4' ,. .►r >-• t- �,, :,,- �Y T�,4NbWf26 �.. ���
i � r
-
Y a
a_
0 30 60 120
Feet
NOTES
LEGEND
REVISIONS
REFERENCE DRAWINGS
URS CmporlEOn -NOT CSrotirM
North Cirolm Li- F C -2243
Piedmont
0,11 Natural Gas
AccESS ROAD wAER3AR
_.,- .,,..,. MOPERry LINE —SP —� PIr FENCE
euc ROAONDA Rv uuE BUPFR s,Lr PENCE
--YAFw PROP.11 CL --PE
--cava E. INO a 1 OEUNEATION
oPOEEDEA3EMENT
O FA G NDDENT.1 -1 ­NT
L - -_ NGEA9EENr
M © TRENCH PtuO
-- v R RYwoR.iPACE FFAA COREFLTEROUTLET
NAr ®SORE Pn FOR .MCA AND SORE
- GCONTOURW—RI :. EMPORMVERDOE
�.�.� REAM ® :oN3rn__ ENTRANCE
ND
NO.
DATE
DESCRIPTION
ENO.
DRAM
CHK.
DRAIMNO NO.
TRLE
r
olrz3ru
ISSUED FOR APPROVAL
NF
SR
AK ,
- -._-
SB LOOP -EAST
EROSION CONTROL PLAN
FROM STATION 379 +00 TO STATION 406 +00
WAYNE, NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR
JOB NO. 39911024
DATE:
0123/2073
DRAWING NO: SHEET 20 OF 48 REV 1
58LE- SEC -EC -015

G
WETILAND DELINEATION
TREZ��LUG
'EMMRY ER DGE THE PLUG MAT
IHLT FIE (TYP.)
— — — — — — — — — — — — — — — — — —
WETLAND W1 6, ` O + TRE49
PLUG
WATER CROSSING
Stti
C \TE \MPO Y')
MOPOSED GAS EASEMENT OPOSED GAS LINE (TV =,)
THE ME MI
O
0094-200" GA91-51%116 GAO.+- GAS 11-745 G" -AM GAS
iF .!-77s,77—`f.-7!7--".f. —771,f
WET ---- --------- -
77,
2
Ty
❑
— "S — ep's — 6W,— C'As
T.gNUkT
—0
'ce
TEMPORARY WORK SPACE T
WSAS"
Ov
DSED GAS LINE (TYP.)
T
. . . . . -- . . . . . . . . . . . . . . . .
7- 7 v
O
.7 7— 7- -:-
4 K.W5, "i'77,
47,L'N
1. 0
W
L
8+&S Cp, 190S C.AS
417+0 418+ C
G" jj AS —GAS AS
5 6"
WETLAND W128:
PFQ IS
I I ' I E-TLAND'W220
.s �Gf—sf—sf-
-of ORE M FOR JACK
AND BORE (TYP.
---------- --------------
— ----- ----------- ---------- --- ------ --- ------------
:-7-z
.7-
PLUG
MT�AFJ'413 WI?7 -
p LUG
EXUITING EASEMENT
IHLI� MR$ LUG
EXISTING GAB LINE
•
------ - -----
%
0 30 60 120
Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
URS
URS - N.dh C—In.
NoM C-1— Lice— III C�2243
Piedmont
0111 Natural Gas
—TER F
cougar oono.R +ulrE —a F—I SLTFEKCE
P -L —S3 III 1ILT F111
--GBA�* ZPOSED CL L T.
C'��71
.010SEDEISEREt4T .OENTRI T�111T
—1- —EIENT TRENC.
TAIR—A-11PACE PLU.
-1— — FILTER OUTLET
TIIIER 1AT SIRE PIT FORD CI — BORE
-B— —'—w—) T—ONIAI BRIDQE
SIR— 1111TRIOTION E RINCI
NO,
DATE
DESCRIPTION
ENG.
DRA�
CHK,
DRAWING NO,
TITLE
1
01123/13
ISSUED FOR APPROVAL
NF
SR
AK-
58 LOOP - EAST
CONTROL PLAN
EROSION CON
FROM STATION 406+00 TO STATION 433+00
WAYN E , NC.
—
—
D
-- APPROVED BY:
CHECKED BY: SR I APPR -60'
JOB NO. 39911024
DATE:
01/2312013
DRAWING NO: v
6LE-SEC-EC-0161 S"EET 21 OF 48 1

T11figNAT TO NAT �a
', >•,� si' ^' TEMPORARYWORNSPACE(m) ,•
TIMBER MAT f __ _.
WE TLANDDELINEATION
- IRE
PLUG
qT AOR / ` ....", (_yLF•� -J� [y,�� ^-.t •� �L .'.. TRT PLUG -
n PwG 1 ROM 440
GQ5 — v45 G45 aP� .44
GP6
_ l
• , E ITY
1 * . .
—WET NE)VVZ2
♦
9 _
Q
� , LVET
•'
� . ... ,. -. ... ..... ,..,. . _.. ... :.. FRENCX PLUG
,
NWTER LhLOaNNa T
• ✓, ` - - ' °�
.._.. .. . -. - ,....» ,.. -...n ,... . ., � �:,r .' ER MAT �4�J
-
1
"
-
: •t l�
\ r N.
«
eFs
T�
cam.
}
'. • � EOL BLLNlA ITT) -_ "_- - -
TM)N
.� - Ezlsnuc cnsu 1 - - 65+ OS ...• -GAS
'��
Ij
', ice' • ^. , �i, —EN� _ - 4162 -8&Ej
y W PROPOSEDO1b LINE(TT.I _ - GAS
4
GAS
4NE'[LANO W,136 41A8 2 0 448. - 1 -- - - rOQA
GAS �.+� QII�$ — /449 +00 v ----- _- `
TIMe�C S z� \ \` ,, _ -9 +-0G GpS
As
%+s TILT PEry4EInPI _ -- fJ.00 G Cj
— .w 457.00.,- G ACS
GAS
ACCESS ROADSIS
/ TH
C'N
PROPOSED GAS EASEMENT
C, /
�f
' N
i
Fq
- -y �'•p� 0 30 60 120
Feet
NOTES
LEGEND
REVISIONS
REFERENCE DRAWINGS
URS Cor FD1-L -NOM C -224.
NoM Cwlro LipnE1 P C -2243
2,1 P i e d m o n t
�g
Natural Gas
'
Fu 1—
SUPER silt cwcE
war uNE —;�
FDA!! PROPOSED CL
- -GA9 -a E< a iN i N
�_ Pao oseoE +sENENT NDOEN.PY, —POINT
t - -__? Ex woaasPADE aEN<Nxuo
' "` KTEaoDTEr
® =AT ®RoaE Prt coa,MCK ANDeoaE
EKISTNOCONTOURINAIORI TEMPORARY RRIDOE naEAM c s* ON ENraANCS
"
NO.
DATE
DESCRIPTION
ENG.
DRAWN
CNK.
DRANRNG NO.
TRLE
1
01I23IU
ISSUED FOR APPROVAL
NF
SR
AK
56 LOOP - EAST
EROSION CONTROL PLAN
FROM STATION 432 +00 TO STATION 461 +00
WAYNE i GREENE, NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1'
JOB NO. 39911024
DATE:
012312073
DRAWING NO: Rev.
SBLE- SEC -EC -017 SHEET 22 OF 41 1

BORE PIT
AND BC
TEMPORARYCONST u—N
EXISTING OAS L%E (TYP.) - O
4eA's ' GPM
Sys
464 5
'L*00 CAS
60 GAS
LEGEND
GA
S r
G
/
j F� sR.T PENCe 1rYR1
+OB�O$
EXISTING GAS LINE(TTP.)
URS Corporation -North Carolina
North Carolina License E 0-2243
ON Piedmont
Natural Gas
_
-ROaO wArERenR
Ev eOUnoarxv I'll —EP- -s
— wPEa sar RErvcE
ROAO
PR l_) SO'ry PE
--- -cas -w a I� url . I H
ao DE E T o
PROPGaEGE,aEMERT
Q IS<ING`L „DOEN RI E ITPOI+T
- __ -_ - -_l OGarINGEXaEMENr Q. rRERCR Pwc
GR.R wGR aRX E
D CORE FILTER OUTLET
ER Uer ORE Pn FOR JXCR UIO
® ®e FORE
- -- - - - -- EXIaTINO CCRroUR I—OR) TEMPORARY aemGE
arREAM c ucr�oR EIRR.r.ce
® Do
E�1/ /
#
DESCRIPTION
ENG,
/ ND/
•/
DRAWING NO.
TITLE
1
0123113
ISSUED FOR APPROVAL
NF
SR
Access ROAD W
/
I / R JACK / .1 - - -- - --
. Z
�� PORE %T FOR JACK ROa
/ ,. , /_ ASEM
EXISTING EENT / J AND BORE
Alls 1 aA�
\- TEMPORARY CONSTRUCTION ENTRAN9( OO \
/ \ G &4ja GAS473
\
\
4sr
' + /I� v vOPSs1, '
R / \ \ \ GPIS 491 -
� oov
If \
! 0 30 $ 60 120 \
�__.... _.. Feet ,
NOTES
LEGEND
REVISIONS
REFERENCE
EXISTING GAS LINE(TTP.)
URS Corporation -North Carolina
North Carolina License E 0-2243
ON Piedmont
Natural Gas
_
-ROaO wArERenR
Ev eOUnoarxv I'll —EP- -s
— wPEa sar RErvcE
ROAO
PR l_) SO'ry PE
--- -cas -w a I� url . I H
ao DE E T o
PROPGaEGE,aEMERT
Q IS<ING`L „DOEN RI E ITPOI+T
- __ -_ - -_l OGarINGEXaEMENr Q. rRERCR Pwc
GR.R wGR aRX E
D CORE FILTER OUTLET
ER Uer ORE Pn FOR JXCR UIO
® ®e FORE
- -- - - - -- EXIaTINO CCRroUR I—OR) TEMPORARY aemGE
arREAM c ucr�oR EIRR.r.ce
® Do
NO.
DATE
DESCRIPTION
ENG,
/ ND/
'--�
481
oiz.
DRAWING NO.
TITLE
1
0123113
ISSUED FOR APPROVAL
NF
SR
Ile
m
�
/
TEMPORARY WORK SMCE(TYP.)
\ \
/ PROPOSED GAS BASEMENT
-
A
B
\ \
_
y11 � \ lu
y�-
\
\. .
475 +eo
474 +00
z
/
bIL DEL INGTION
4sr
' + /I� v vOPSs1, '
R / \ \ \ GPIS 491 -
� oov
If \
! 0 30 $ 60 120 \
�__.... _.. Feet ,
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
URS Corporation -North Carolina
North Carolina License E 0-2243
ON Piedmont
Natural Gas
_
-ROaO wArERenR
Ev eOUnoarxv I'll —EP- -s
— wPEa sar RErvcE
ROAO
PR l_) SO'ry PE
--- -cas -w a I� url . I H
ao DE E T o
PROPGaEGE,aEMERT
Q IS<ING`L „DOEN RI E ITPOI+T
- __ -_ - -_l OGarINGEXaEMENr Q. rRERCR Pwc
GR.R wGR aRX E
D CORE FILTER OUTLET
ER Uer ORE Pn FOR JXCR UIO
® ®e FORE
- -- - - - -- EXIaTINO CCRroUR I—OR) TEMPORARY aemGE
arREAM c ucr�oR EIRR.r.ce
® Do
NO.
DATE
DESCRIPTION
ENG,
DRAWN
CHK.
DRAWING NO.
TITLE
1
0123113
ISSUED FOR APPROVAL
NF
SR
_ AK _
_
SS LOOP -EAST
EROSION CONTROL PLAN
FROM STATION 461 +00 TO STATION 489+00
GREENE, NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1 ".60'
JOB NO, 39911024
DATE
01232013
DRAWING NO: REV
SOLE- SEC -EC -016 I SHEET 23 Of 46 1

EXISTING EASEMENT
"STING GAS LJNE(TYP.)
PROPOSED GAS EASEMENT
{� - •XY y�rp� \ ACCESS ROAD 11. -
DELINEATION ITYP.1 _ y
S
• - / i / i �!��QS"DD/ / \ \ \ c*VS ♦ \ j y _ _ _ — 50gy ..— GA
c) 503+ S GAS
(� /� \
� lEMPOMRY WORK SPACE ITVP.I \ \ 04S ,. JL- �.ILg0 -50GAS ''� fn —
/ yo S PROPOSED OAS LINE (TYP\ {�•Vy' \ ^- \qq(�°\ \ _ -��qg99,, J- S N _
CaA�y00 GAS o
` -r0 GAS — — —
QvS S
tp /• \ \\ _____- N
/ /
/
�5 /
\ 5
\
\
\
\
A
�Pt
♦t
\ 4�
g \\
\
5
mss,;•
MLTTE(TYP.) �
se
v /
\ \ \ /°_ /
AS \ / 1. � /
\
\ _ 52'j° /
511+A
vyrr
\ 508y0Q yr
(,p�07+ -00 zy
\
\
\
\
ti
0 30 60 120
Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
U�
UFS Corporation -NOM Carolina
NOrtN Carolina Licenas E C -2243
Piedmont
0111 Natural G a s
PROPER` 11—
_EP,_..�
war uNE suPEa rPEN<E
Pa "L�`j R LIPE
E. solLOEUNEwnoN
D NDOErnRYEXITPOU„
57 n E SENEN
TE Ana RP, E O TRENnRPLUG
NPOawRr
1.EnANn �` CORE ­ER ourLEr
® TNRER'Ar eoaE Plr voa JwcK woeoaE
_.... __._... E —TINOC 1..RINA10 1 m, TEMwawPraP'..E
«,..� erREwN c sraNCrioN ErJrawNCE
a
NODATE
DESCRIPTION
ENG.
DRAWN
CNK.
DRAWING NO.
TITLE
1
0123/13
ISSUED FOR APPROVAL
NF
SR
.AK
- - -.
513 LOOP -EAST
EROSION CONTROL PLAN
FROM STATION 489 +00 TO STATION $17 +00
GREENE, NC.
DRAWN BY
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1' 60'
NO: REV.
JOB NO. 39911024
DATE: 01232013
DRAWING
SBLE- SEC-EC -019 SHEET 24 OF 46 1

SDK. DELEG rlox (TYP.) EXISTING GAS LINE (TYP.)
\ -� BORE PIT FOR JACK
AND BORE (TYP.)
\ \ PROPOSED GAS
5 P — G 5 535+Op 536+00 - — - - — - - - - - - - -- -- - - -
53 P P
52 +`° GP G `� 3 oovp O — — G 5 —
7 +� g pp ! P
— GPS — — GP9 — PS — GP6 \ - - -- - - - - - — ---
_..- - _ _541 +00 Sy2��G� — W
vPF csPS
GPS py± 544+
— P�° GOy53` m �GP _ _ _ _ _ _ �. _ _ ____ �_ ___ _ _ __ Grp _ — —�J 'G��'
Vw V �' TEMPOMRY CONSTRUCTION ENTRANOE ITYPI
... a
- - - � _ _ - TEMPORARY WORK
� \
I PROPOSED OAS USEMENT
r
�{ 0 30 60 120
Feet
NOTES
LEGEND
SOIL DELINEATION(TYP.) �►
REFERENCE
DRAWINGS
Corporation URS NO Caroline
North C.rofi LiC enx S C -2243
ON
Piedmont
N a t u ra I Gas
- �At� WATER BAR
_ aF
I" E —"P— 1118 Sir 110E
3 TYPE
mmmti'"' "°" ` "E "T10N
O DDEN,KYE ITP°I„T
L._.. -.._7 IDIIST11GEISEIENT
- -- R.R.• N °RSPA °E
D / ,REELrERD LET
® -� KoRE
aNAr KoREPn E�R�u .T E TINOCONTWRIN.JOR) ��'°�n°'°' °. TeNPOaART ROCE
��».. a EAN c urn° „Err<R E
»
NO
DATE
DESCRIPTION
ENG,
DRAWN
CNK.
DR NGNO.
TITLE
— — -
PS
ISSUED FOR APPROVAL
NF
532 +p0
PS
a G S
–
eANITING EASEMENT
+°p C,
•
c*S
�- S .: ,•.
x+04 f+PS
/O
— — _. -- _ _ -----
--." GAS
SST 00 I CUPS
�y
I SB LOOP - EAST
EROSION CONTROL PLAN
FROM STATION 517 +00 TO STATION 545 +00
GREENE, NC.
GAS ��Sp pp
°>AS3 +pp 52.x— +CPS
— 611`6 S
`�wS GAS
,L9.a e� 52+O&�j
X2
�
.� I PROPOSED GAS EASEMENT
BI t Qy
I
\ _ .,.•...
�.b PROPOSED
GAS LINE ITYP.I
\ \ \ \
TEMPORARY WORK SPADE ITYP.)
DRAWN BY:
NF
w
/
SDK. DELEG rlox (TYP.) EXISTING GAS LINE (TYP.)
\ -� BORE PIT FOR JACK
AND BORE (TYP.)
\ \ PROPOSED GAS
5 P — G 5 535+Op 536+00 - — - - — - - - - - - - -- -- - - -
53 P P
52 +`° GP G `� 3 oovp O — — G 5 —
7 +� g pp ! P
— GPS — — GP9 — PS — GP6 \ - - -- - - - - - — ---
_..- - _ _541 +00 Sy2��G� — W
vPF csPS
GPS py± 544+
— P�° GOy53` m �GP _ _ _ _ _ _ �. _ _ ____ �_ ___ _ _ __ Grp _ — —�J 'G��'
Vw V �' TEMPOMRY CONSTRUCTION ENTRANOE ITYPI
... a
- - - � _ _ - TEMPORARY WORK
� \
I PROPOSED OAS USEMENT
r
�{ 0 30 60 120
Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
Corporation URS NO Caroline
North C.rofi LiC enx S C -2243
ON
Piedmont
N a t u ra I Gas
- �At� WATER BAR
_ aF
I" E —"P— 1118 Sir 110E
3 TYPE
mmmti'"' "°" ` "E "T10N
O DDEN,KYE ITP°I„T
L._.. -.._7 IDIIST11GEISEIENT
- -- R.R.• N °RSPA °E
D / ,REELrERD LET
® -� KoRE
aNAr KoREPn E�R�u .T E TINOCONTWRIN.JOR) ��'°�n°'°' °. TeNPOaART ROCE
��».. a EAN c urn° „Err<R E
»
NO
DATE
DESCRIPTION
ENG,
DRAWN
CNK.
DR NGNO.
TITLE
1
ISSUED FOR APPROVAL
NF
SR
_. K -
I SB LOOP - EAST
EROSION CONTROL PLAN
FROM STATION 517 +00 TO STATION 545 +00
GREENE, NC.
DRAWN BY:
NF
SR DC 1 60'
JOB NO. 39911024
DATE:
01232013
DRAWING NO: REV
5BLE- SEC-EC -020 SHEET 25 OF 48 1

wETUto DEl1NEAT1pN - � �•' , .•• � �+ -''
WATEREAR DIVERSION ITYI
EXISTING GAS LNEITYP.)
WETLAND W2
PROPOSED GAS LINE (TYP) TREN LUG
TEMPOR�I�ERIOOE T��i - �4
C -- -- -- - - -- — — - -- — — _ _ ----------------------------------------------------------- WATEREAR DIVERS ( ) WATEREAR DIVERSION I I v 1 R qMT
+ _ -_. _.__ .._.. -... .._ -. .. -. - -__ _ .._.._.._ ..__ -___ _ — __.. - -- __- .. - -_. .__- -_.. -------------------- .._.._ _ - ._.._. -------- — ._ _. -_ _ _ __ - —
SO co ON TYP
TYP.
NLl iEd_OE ITVP
O
- + -T - -
So
1ff0 543 W + 0 00 +00 +DO 8 +00 50+ 551+ 552° 55 5 56+ M W +004859 +0 4s�/� 560 +0
HE LS — c" — ai + — GPs = i ° c'-S Z a — GPS — la GP6 — C — GP6 — owl—, GPS - - ow 0 GPs — GP55 %ps — GPS ° &S — G45 -y; caps — GP6 — L*P% — C." — — "S —9;90— a" -�G GP6 -=- Z Gf GPI✓ ° GM3 — GP6 —gate — GA
J J
S �..
TRENLtl PLUG r,� _ e. ,.,.r -� TRENCH PLUG
TRUDTION ENTRANCE (T/P.) Q
— — — — — — — — — — - — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — —.,.-
/ TENPORARY WORK SPACE ITYP.)
r
s° Q •
— — �T--�, ,.I, : � -- �-- - - - - -- is - - --
TREZZL LUG / ATER CROSSING ��
v /Sf1E
0
TNBfi �t / /..• / .. / Imo- i
SO
WA. RCROSSIND -
/
O
j,.
V r� SOILDELINEATION(TYP.) V
WATEREAR DIVERSION (TYP.) V
Il - ACCESS ROAD
WATEREAR DIVEIISION ITYP. /�
1
—TI—EASEMENT
O
n
10
5 + 0 3 00 '6+00 5 5 +00 r 66 +00 567 +0 568 +Q0 569+ _11&A 5�7+ 0 W +00 00 – 5L4 +00
— GP5 — Fa 'P — GP.�s — caPCa — GPS G °GAS+ —GPs — GPS GpSS — GP6 — GPS — �sPti+ — GPS — c+Py — Gpb — — GPS — &A — G" — caps — GPS Z — GPs ° CaSP�+ 0 GPS —caps —
J
— — — — — a — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- �\7TE­
r'
PROPOSED GAS EASEMENT TEMPO
tV
0
0 30 60 120
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
1� J�
URS corROration -Nora, Carolina
North Carolina License M C -2243
Piedmont
0111 Natural Gas
YA
—.P—. TER aAR
ARr uRE — IIER "I 111E
YAM vR CJ S01-1
s �L �r� 11 N
0 oEL E
O RR „o :EDEASENIT HER "P. "a Po
Roo E "TRY
Exsr '��`� "E
- - -- ENPDRARVIVORRaPA�E
TZ.'Z L DoRE1 TERo
WE ARD ET
® T RNAT aoRE Pn 1oR SACK N+o eoaE
_.. _.._. E.�sTNC CORTOOR INA�aR) TENPORARr eRiDOE
aTREAM ® X �cTio "ErrrRARCE
NO.
DATE
DESCRIPTION
ENG.
DRAWN
CHK,
DRAWING NO.
TITLE
/
01/23113
ISSUED FOR APPROVAL
NF
SR
_.. ,• _ -`
5B LOOP -EAST
EROSION CONTROL PLAN
FROM STATION 545 +00 TO STATION 572 +00
GREENE, NC.
DRAWN BY:
NF
CHECKED BY: APPROVEDBY: SCALE:
SR DC 1 - -80'
JOB NO. 39911024
DATE:
011232013
DRAWING NO: REv
5BLE- SEC -EC -021 SHEET 26 OF 48 1

ACCESS ROAD M
PROPOSED GAS EASEMENT EASEMENT
O
Lc)
1n0 10
co
* '4'9 " t" 3"' "a'e t' ' T "
ops 570+ 99-- — G" ±& — G" 9 V — Gpe — W— G" — WL aws —GPs o" — opw— C" — C" —45 — C" E-Us —o" 2s — G" 1a — ops 2&? — G" — W— ops — cW- G" — 3 Gps — Gatops — Gpe—&" —
cw.
P80POSED GAS LINE YP�
2
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - IT
- - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - 7TEMPORkRY WORK SPACE (TYR) -• -
ACCESS ROAD #2l
— — — — — — — — — - - -
--- ------------
c.
18
O
Qp
-------- --
—x w
"S _r _ c ;s u +00 r + , E
ops I
0NS A Gpe — ow cws —GPs GPS +00 r S G'S C _ C Q MS
- R _
-------------- ----
-------------------------------------------------------- - - - - --
— — — — — — — — — — — — — - 11
IL -LINEATION 111) N
0 30 60 120
Feet
NOTES
LEGEND
REVISIONS
----T—
REFERENCE
DRAWINGS
URS
LIRS N.nh C-lim.
N.� C-Ii- Li-n- III, C-2243
Piedmont
Natural Gas
�W�
nwY LIIE
"E SUP- �11T F-E
P� A.
PROPOSED CL 111L TIRE
'E"
PR EAll-T • R..LEOlSlE-1O'1.lNT
..... ""'T
lR.P.R-..-PA.E 0
t, CORE I`- OUTLET
=.*.-T ..RE PIT R Z '­
I TEMPORASY"ER DGE' - -RE
T= 111TIUR 0-LORI on I.CIT111111" l-l'-E
--
NO
DATE
DESCRIPTION
END
-A-
C-
DRAWING NO,
TITLE
1
01/23/13
ISSUED FOR APPROVAL
AK
5B LOOP - EAST
EROSION CONTROL PLAN
0
0
FROM STATION 572+0 TO STATION 599+00
GREENE, NC.
DRAWN BY:
NF
�DRAWING
6HffEQK­EDBY SCALE:
SR I APPROVED BY:
NO: DC V- 60'
N . - 0. 39911024
DATE:
01/2 (,13
5BLE-SEC-EC-0221 SHEET 27 OF 48 JR" I

Eel
� GAS o�0
&Li FENCE ITYP.J J
1
M _
r r'.
W I j
:a GAS Z 2 +00 _ 3
GAS - .r'Ggi +00 — — —
V GAS GAg614+
I- Gpp AS GAS 6-15+
�.� "AS GAS 616 +00
/
/
/
PROPOSED OAS uRE
/ o
j--- .- TEMPORARY CONSTRUCTION ENTMNCE(TYP.) \ A
/SF G�'I %}�
_,-,� _ — _ — _ _ — — J►5 GAS 6Gp56 GAS 1+00—
— GAS
GAS
GAS
1! WET— ELINEATNIN
WISE Yj _
WETLAND-W135
Type POW
6>
LEGEND
M
m
EXISTING EASEMENT
REVISIONS
PROPOSED GAS EASEMENT
REFERENCE
CD
v �
N I
,
-
NO NO.
-� TJ
GP5 G °AS _.. may
6ot+ . - WW —GAS +00
, TEMPORARYCONSTRUCTiON ENTRANCE(TYP.)
T _
—
_
/
C1
4
0 — GPg "' -- GAS —
6' +OFaPS
6p6
GAS GAS .-- G��p7 +00 � 6�
A5 -- GAS -- GAS 2 GAS
/
01/23/13
GP
--- GA5�
/
SR
-- — _
_ . — — _ — '�•
_ BORE MT FOR yP )K
AND FORE )TYPJ
TEMPORARY WORK SPACE,,"..,
—
- ._ -__'
/
O_
•�.
��99�� �b
+0'C'%�
_
�- �
I aN.T FEpt�e mR)�
5y�ioo --
I° G
a
�
5 BLOOP-EAST
EROSION CONTROL PLAN
FROM STATION 599 +00 TO STATION 625 +00
GREENE, NC.
I
� GAS o�0
&Li FENCE ITYP.J J
1
M _
r r'.
W I j
:a GAS Z 2 +00 _ 3
GAS - .r'Ggi +00 — — —
V GAS GAg614+
I- Gpp AS GAS 6-15+
�.� "AS GAS 616 +00
/
/
/
PROPOSED OAS uRE
/ o
j--- .- TEMPORARY CONSTRUCTION ENTMNCE(TYP.) \ A
/SF G�'I %}�
_,-,� _ — _ — _ _ — — J►5 GAS 6Gp56 GAS 1+00—
— GAS
GAS
GAS
1! WET— ELINEATNIN
WISE Yj _
WETLAND-W135
Type POW
6>
W iGt�S
GAS 2 6
GA$,%►S -- GAS _..-
- MYETUND pELINEATWN
W ET LAND +fJ135 Was
¢� Typo POLY;
fJJ/
3 ,
I
— sa -
L �
�
m
I
—
T� TEMPORARY WORK SPACE(Typ1
i \
\ /y
y a
EORE PIT FOR JACK \ \ ,t N
AND BORE (TYP.) ±! SILT FENE 111)
0 30 60 120
Feet
NOTES
LEGEND
M
m
r
REVISIONS
r
REFERENCE
CD
v �
N I
,
W iGt�S
GAS 2 6
GA$,%►S -- GAS _..-
- MYETUND pELINEATWN
W ET LAND +fJ135 Was
¢� Typo POLY;
fJJ/
3 ,
I
— sa -
L �
�
m
I
—
T� TEMPORARY WORK SPACE(Typ1
i \
\ /y
y a
EORE PIT FOR JACK \ \ ,t N
AND BORE (TYP.) ±! SILT FENE 111)
0 30 60 120
Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
U�
7
URS Corporation -North Carolina
N.M CaroNna Lic.— S C -2243
011 Piedmont
Natural Gas
- - f -w� WATER
' — aF-- -E a
nRV ewe 1PE1 III 110E
" `�„ "
TE weR „RP E RR „o Po
EAEEMERT R. oREFUERO ET
naRER MAT ® SORE Prt rcR .v.« woaoRE
- -- - -- - EFISTNC coNTDUR)M "�oR) TEMPOR.Rr _O_
A..«r.� ATRFAM c ­­01 ENTR"RCE
® „ o
NO NO.
DATE
DESCRIPTION
ENG.
DRAWN
CNK.
DRAWING NO.
TITLE
1
01/23/13
ISSUED FOR APPROVAL
NF
SR
AK
- ...
5 BLOOP-EAST
EROSION CONTROL PLAN
FROM STATION 599 +00 TO STATION 625 +00
GREENE, NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1' � 60'
NO: REv
JOB NO. 39911024
DATE:
01/23/2013
DRAWING SHEET 28 OF 48
SBLE- SEC-EC -023 1

/
/ \
/GOS
c �
/PROPOSED GAS LINE ((TYP.)
PROPOSED GAS USEMENT � 6
r / SOIL DELINEATION ITYP.)
TEMPD"RY WORN SPACE IT
'w"ARY CONSTRUCTlW7E A EITYP.)
/
/
/
CA
11 � 11
1 \ 1
U ,
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1 c� �
1
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GAS \ G \
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aRy CDM3� O\
60 120 ODE
Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
URS Corpara3on -North c.rmina
North Carolina License a C -2243
Piedmont
ON N a t u ra I G a s
,nY
—sI —t TEReeR
RY ONE — 11ER III PENCE
PU AC
�6Y`aT PR SOIL TYPE
nsgE, nr„
sEn EASEMENT
O G El R „Ex,,,o,,,,
— - -' Ez E'_T A E O TRENCR PLUG
- -- RARY
Nn REP�rERO�T�E,
® MAr aoaE Pr POR UCK ArIO eoRE
E.,snrvo c01T11R PAAJORI TENPOanareIIIIE
ITREArA � c ucnONErnRARCE
®”
NO.
DATE
DESCRIPTION
ENO,
DRAWN
CNK,
DRAWING NO.
TITLE
1
01/23/13
ISSUED FOR APPROVAL
NF
SR
.. AK
.:. -:
56 LOOP -EAST
EROSION CONTROL PLAN
FROM STATION 625 +00 TO STATION 651 +00
GREENE, NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1
JOB NO. 39911024
DATE. 0123/2013
DRAWING NO: 58LE- SEC -EC -024 SHEET 29 OF 46 REV.
1

A 649+00
A4v4/ \ \ 7S ` / 6� /��p$ GAS 657 +ppAS GAS 656p0 _ — — _
� x G GAS
GAS 66p+ CD
/ \ \iQ G '2 �,..••:, _ / / F5�rjG y GAS _... DO o
_GAS
`GAS ��gg� O _ GAS Gps +00 A6� -►� PRa
G � Gpy / _ — — "GAS G a +O �GAS "-- f LU +00
_ —GAS GAS 666 +0p
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_• / V -OAS
I/ w� TEMPoRARl CONSTRUCTIONN ENTRANCE RYP.1 I
Iw ¢ � O I TEMPoRARY WORK SPACE
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M Q
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PROPO.AED GAS LINE ITYPI G \
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t — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
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V
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- - ------------ --- . � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
TEMPORARY WORK SPACE InPI �
N
0 30
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
URS CorI orabon -Norm Carolina
Norm Cemliru License x C -2243
Piedmont
r6111 Natural G a s
- �--�w� WATER ePR
—fPti
A Rv ui+e — suPER sir taut[
�CRl� RR �!++j sJll rvPE
Eo DEL E o
aE0 E,SENEnT
o • DDEnTarE TPOI1„
L 1 IX RGE,aE..E "T O THE "D "PLUD
-- RARV WORKSPACE
"D t OOR 1R OUTLET
0II® NAT ® aORERnrOR,AOR,r,DaDRE
-- - - -- T. TIRa co"TOUA INAIORI TENPO._.RDCE
�.�..� STREAM c urno "ENTRANCR
"
NO.
DATE
DESCRIPTION
ENG.
DRAWN
CNK,
DRAWING NO.
TITLE
1
0123/13
ISSUED FOR APPROVAL
NF
SR
-- '
5B LOOP -EAST
EROSION CONTROL PLAN
FROM STATION 651 +00 TO STATION 679 +00
GREENE NC
DRAWN BY
NF
CHECKED BY: APPROVED BY: R SCALE:
S DC 1". 60'
JOB NO. 39911024
DATE:
01232013
DRAIMNG NO: SHEET 30 OF 46 REv
5BLE- SEC- EC-025 1

BORE PTTFORJACK
LEGEND
EXISTING EASEMENT
AND BORE RYP.1
EXISTING GAS LINE I-)
REFERENCE
DRAWINGS
M�
U North Ca IrS L- w IF C-2 Carolina
North Carolina License b C -2243
� Pit r l n t
Natural Gas
R
_ ._ -- _
- 1_1E ena
war une _ wPER sIiT.ENCE
SCAM Pq _� soil riPE
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O • DDEnTRYE TPOnT
waRKS1ACE Q rRENCN Pw.,
- - - -- TENPORARr '
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® 12-7 Ar 801E PI FOR JA «V+D WRE
1A11RI TEMPDRAer e....E
w.��»+ arREAN c ucrlDn ErrtRANCE
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DATE
_
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ENG.
DRAWN
CHK.
-- — — -- -- ------------ - --
— —
r
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. 7C C I�` C
— - -- -
91
, OWAO
679 +pENTRANCE(TYR)
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TBAPOPARY CONSTRgN
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NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1'' 60'
0 30 60 120
Feet
BORE PTTFORJACK
LEGEND
AND BORE RYP.1
REFERENCE
DRAWINGS
M�
U North Ca IrS L- w IF C-2 Carolina
North Carolina License b C -2243
� Pit r l n t
Natural Gas
R
- 1_1E ena
war une _ wPER sIiT.ENCE
SCAM Pq _� soil riPE
1oL0EL E
oPOSEOE,sENEn.
O • DDEnTRYE TPOnT
waRKS1ACE Q rRENCN Pw.,
- - - -- TENPORARr '
..fn, „D cDREP ­ER 0—ET
® 12-7 Ar 801E PI FOR JA «V+D WRE
1A11RI TEMPDRAer e....E
w.��»+ arREAN c ucrlDn ErrtRANCE
®H
NO.
DATE
_
DESCRIPTION
ENG.
DRAWN
CHK.
- 1I
fj
T19AIORARY CONBTR rN ENTRANCE (Y )
o
O
- - -- - - -- --
I
y
Of
SR
t0
s
a
56 LOOP -EAST
EROSION CONTROL PLAN
FROM STATION 678 +00 TO STATION 886 +00
GREENE, NC.
SILT
I
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R\
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I �
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'
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\
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NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1'' 60'
0 30 60 120
Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
M�
U North Ca IrS L- w IF C-2 Carolina
North Carolina License b C -2243
� Pit r l n t
Natural Gas
R
- 1_1E ena
war une _ wPER sIiT.ENCE
SCAM Pq _� soil riPE
1oL0EL E
oPOSEOE,sENEn.
O • DDEnTRYE TPOnT
waRKS1ACE Q rRENCN Pw.,
- - - -- TENPORARr '
..fn, „D cDREP ­ER 0—ET
® 12-7 Ar 801E PI FOR JA «V+D WRE
1A11RI TEMPDRAer e....E
w.��»+ arREAN c ucrlDn ErrtRANCE
®H
NO.
DATE
_
DESCRIPTION
ENG.
DRAWN
CHK.
DRAWING NO.
TITLE
01/23/13
ISSUED FOR APPROVAL
NF
SR
A .,. _.� -. -.-:
..... ..
56 LOOP -EAST
EROSION CONTROL PLAN
FROM STATION 678 +00 TO STATION 886 +00
GREENE, NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1'' 60'
JOB NO. 39911024
DATE:
0123/2013
DRAWING NO: SHEET 31 OF 48 REV.
581E- SEC -EC-026 1

` MLT7EITVP.1
Oo
F \
\
TEMPORARY CONSMTION ENTRANCE ITYP.I +`�£
ch
y� • ACCESS ROAD #14 `
;
IS /
w. ACCESS ROAD # 15 da
/ / I 0 30 60 120
ryyti/ / I Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
U�
URS COrpora4on -NOM Carolina
Nlr Camfim Licansa a C -3243
Piedmont
0111 Natural Gas
nccESS ROnD ��� wArER I R
— - -- vnovERTr uNe _ar--a R�TEENCE
RvuNE _ sPEP saTEENCe
:.. PROPOSED — 111111 soRT.RE
E'T � L so DE `11 o
oD , E POINT
E n INI EMENT O ,
- - - -- TEMRORARw E REN P
—TLAII (P CORE FILTER OUTLET
® HIRER MnT —PIT FOR UCRAN. —E
_.._ ewa —T -RCM —I TENPORAR. e.....
.�.�.. STREAM c T ucTI N ENTRANCE
E� N
NO.
DATE
DESCRIPTION
ENG.
DRAWN
CNK.
DRANtNG NO.
TITLE
1
0123/13
ISSUED FOR APPROVAL
NF
SR
AK- .
5B LOOP -EAST
EROSION CONTROL P LAN
ACCESS ROADS
WAYNEE NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1" 60'
REV
JOB NO. 39911021
DATE: 01232013
DRAWING NO: 5BLE- SEC- EC-027 SHEET 32 OF 48 1

r" v
TEMPORARY CONSTRUCTION ENTRANCE (TYR)
O Fy m
Z A
A cuss Ro
N
ACCESS ROAD # 15
NOTES
LEGEND
.w
REVISIONS
s /
REFERENCE
DRAWINGS
.�
Piedmont
0111 Natural G a s
w' R
- —aE—a a *_CE
RY uNE s PEfls TFE GE
GAM PRO—ED, rys— soI�TYPE
°°-GAOKt 0 IX ,N C L SHG i, OE LI I,E A r 11
FflOPOaEENT OORRYE.TPONT
L -- EASTHGEASEMENT TREHOHP—
-- EMFORAR1--CE
CORE FITEROU—
® rNaER NAr IIORE PT FOR,ACK AHG a -
-- - - - - -- EAISTNG CONTOUR R —RI '. TEMPORARr P—E
.•�•.•� aTREAN c UCTIO —RANCE
® HoU
- --
DATE
DESCRIPTION
ENG,
- /Cps
LNK.
DRAWING NO.
Cos
i
01/23/13
ISSUED FOR APPROVAL
/
2g3'GP`S
NF
SR
,'-
-- GpS/
GAS
Gpr
AK
SBLOOP - EAST
EROSION CONTROL PLAN
ACCESS ROADS
WAYNE, NC.
99:
op Gp
m—
� GI►
/
.:' - l�r`
et`` S
t�
CES,S•R6AD #16
a
/
,
0 30 60
120
�gs'jb�AS
— '
280•" / / /
TT Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
URS CGr ti Nortll Carolina
pera an -
North Carolina Lice -0C -2293
Piedmont
0111 Natural G a s
w' R
- —aE—a a *_CE
RY uNE s PEfls TFE GE
GAM PRO—ED, rys— soI�TYPE
°°-GAOKt 0 IX ,N C L SHG i, OE LI I,E A r 11
FflOPOaEENT OORRYE.TPONT
L -- EASTHGEASEMENT TREHOHP—
-- EMFORAR1--CE
CORE FITEROU—
® rNaER NAr IIORE PT FOR,ACK AHG a -
-- - - - - -- EAISTNG CONTOUR R —RI '. TEMPORARr P—E
.•�•.•� aTREAN c UCTIO —RANCE
® HoU
NO.
DATE
DESCRIPTION
ENG,
DflAWN
LNK.
DRAWING NO.
TITLE
i
01/23/13
ISSUED FOR APPROVAL
NF
SR
AK
SBLOOP - EAST
EROSION CONTROL PLAN
ACCESS ROADS
WAYNE, NC.
_
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1' 60'
REV.
JOB NO. 39911024
DATE:
01232013
DRAVA NG NO:
SBLE- SEC-EC -028 SHEET 33 OF 48 1

�- -
1 t �
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k
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s
ACCESS ROAD # 16
P,
a
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0 ` 30 60 120
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_
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
URS C.,p— b— - North Carolina
North Carolina L ioense• C -2243
V� Piedmont
Natural Gas
rccESS ROnc ww� WPTERefR
vR:.vERTr ur,E —aati r TFENDE
Rr uNe — s�P.R SUr FE�_E
�Owt PR _ soa True
PRGP0$e —E—T
- - - E...IRGE,.E 11 Re "P
ENPDR Rr
CORE RL,ERGG.�er
ON^ GR gPPCe O DDXPIrRP.xAPo^ R
® nNeER ® .DRe DR a Grc o.o E
-- - - -- -- Evlsrwc colvroUR pnuoRr rENP— Al."DGE
..�+�.. nRE.N c Ucno"eNTR —E
"
NO.
DATE
DESCRIPTION
ENG,
DRAWN
CNK.
DRAWnNG NO.
TITLE
1
0123113
ISSUED FOR APPROVAL
NF
SR
A . _ ..
58 LOOP - EAST
EROSION CONTROL PLAN
ACCESS ROADS
WAYNE, NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC V- 60'
JOB NO. 39911024
DATE:
01232013
DRAWING NO: REv
SHEET u OF {6
fiBLE- SEC-EC -029 1

f f
Ilk
If 5
/ G j Uj
ACCESS ROAD # 17
0 30 60 120
/ ® Feet
i
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
��
URS Corpma4- - N.r Carolina
North Camlirw License 4 C -2243
0111 Piedmont
Natural G a s
M� W
_„y •,Ee a,R
nRr LINE sNVER sat cEH E
PROPOSED_ salL rrvE
0 0 --E—IT .GE TR NT
- N.
1- —E —T REr O r,GI PLUG
- RAR.w. -..GE
No oREE TERO r Er
® Ram .ORE RT FOR 111 ANO —E
- - - -- E.ISr�NOCONTOUR I 0R) 1e, .rte° §'3 TZ P'.R_
..�e.� aTREAa < _ Rucr�O., ENTR.NCe
® 'ro
NO.
DATE
DESCRIPTION
ENG.
DRAWN
CNK.
DRAWING NO.
TITLE
1
01/23/13
ISSUED FOR APPROVAL
NF
SR
_ c"
58 LOOP - EAST
EROSION CONTROL PLAN
ACCESS ROADS
WAYNE, NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY: SCALE:
SR DC 1' 60'
RE'
JOB NO. 39911024
DATE:
01/23/2013
DRAWING NO: SHEET 35 OF 48 1
SBLE- SEC -EC -030

3
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m
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r�
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Marc / 01
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TEMPONARY CONSTRUCTION ENTRANCE (TYP.)
S
t� A
ACCESS ROAD # 18"
4
/ f
b
i °tee ,10 30 60 120
a fie° Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
URA
URS Corporation -NOM Carolina
North Carolina Li— t C -2243
Piedmont
0111 Natural Gas
AccESS aonO fM1 wnTEa BAR
- - - - -, vaDVEarr uNe —aP—y mLT VENCE
s�vEa sar RE.cE
---Q .. _ _ so, r.�
--A3— � .,_ oR uNFArION
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I--- Ex�nINOEASENE* +r p TaENCRPwc
- - - -- TENPORAR.wORAaPA�E '
WETLAND CORE-TERODTIET
TINBER"AT ® BORE PT FOR ,ACK AND BORE
-- - ErlsvNa coNroDa (MBJOR) TemvoaARV eamDE
�.�...» —EA. „ uenON ENTRANCE
EEM
NO.
DATE
_
DESCRIPTION
ENG.
DRAWN
CMK,
DRAWING NO.
TITLE
1
0123/13
ISSUED FOR APPROVAL
NF
SR
AK -
58 LOOP - EAST
EROSION CONTROL PLAN
ACCESS ROADS
WAYNE, NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY SCALE:
SR DC 1' � 60'
JOB NO. 39911024
DATE:
01232013
DRAWING NO: Rev.
5BLE- SEC -EC -031 SHEET 76 OF 46 1

t
I
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Cow Town Dr - _ m
_. — D
\ #
, ` p
MATCHLINE 502
ACCESS ROAD # 19 I
a
Cow Town Dr
ACCESS ROAD # 19
Z
0 30 60 120
Feet
NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
URoSCorpora5on- NohCarolina
North Carolim License t C -2243
Piedmont
V� Natural Gas
- -
_ „�
•qr urve _ suPEq sir sE "cE
��•A♦� _, soK true
Gns s N
so of r,Er.T o
aseoE eENErvr
O• r n ErvrB.,e n Po NT
a oR aPe<e O ,REN —L °o
R . T ROrvT-
BRe
Net sops P r roR �ecK eNo conT- R,NUOR, TEMPORARY BgooE
..�.�.� —AN O coNSTRURION ENrgARCE
® ”
NO.
DATE
DESCRIPTION
ENG.
DRAWN
CHK.
DRAWING NO.
TITLE
1
0123/13
ISSUED FOR APPROVAL
NF
SR
AK _ .
.: ,:
56 LOOP - EAST
EROSION CONTROL PLAN
ACCESS ROADS
GREENE, NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY SCALER
SR DC 1". 60'
JOB NO. 39911024
DATE: 01232013
DRAWING NO: SBLE- SEC -EC -032 SHEET 37
__0F_48 Rev 1

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h
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NOTES LEGEND REVISIONS REFERENCE DRAWINGS 0111
NO. DATE DESCRIPTION ENG. DRAWN CNK. DRAWING NO. TITLE Piedmont
fwd wnrEn e,R
- - - -- = T —fPy s 1 01!23/13 ISSUED FOR APPROVAL NF SR URS Corporation -NorN Carolina Natural Gas
11Pe1sur rE »-E North Carolina Lkenee f C -2243
��.��• PR _ � sou rrae
— tip., -c:. " : IL L�, � r,
5B LOOP -EAST
Q , G "ppErv. » „PO,rvT EROSION CONTROL PLAN
Ex wpaKSP.�E O ,aE »� »P�Un
paEpE sENErvr
»� E,aENErvr
A,P ACCESS ROAD
,' Np � coaEFaEaOmEr GREENE, NC. _
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' DRAWN BY CHECKED BY: APPROVED BY: SCALE:
NF SR DC 1' - 60'
..�.... srRE,M < "nio »exrre, "cE
JOB NO. 39911024 DATE: DRAWING NO: REv
01/232013 SBLE- SEC
-EC -033 SHEET 38 OF 48 1

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NOTES
LEGEND
DEED 1 9
3E 24 326�i
REVISIONS
'`E`A R �E G_ _Gri =. T
•
F 1),E L L E C.I .. E:. S
GEL 0 6
P -RR
C C
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PAR EL 4.-
DRAWINGS
P... — ­210-21-
I
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DEEC 10 -2'S
ACCE59 ROAD f.,,� WATER �R
- w�VE.ED PROPERTr U „E —aEti s
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--6At� PROPCSeD a 1 T
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MAMR.wORKSOADE � R FITERODTL
OO E L ET AT E eoPEPITFORJACKAND804E EK ING COWOUR iN—RI TENPOPAR,.R E
c UCTIa „E „TRAIICE
� woo
NO.
GATE
DESCRIPTION
ENG.
DRAWN
C.I.
pRAWING NO.
COLATY OF. NIA'NE
SAES IIAIK E
01/23/13
DEED I.,7J-274
pA iC __6 y
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P ?.RCEL 3601 96752
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NOTES
LEGEND
REVISIONS
REFERENCE
DRAWINGS
U�
URS COrponeon -NoM Carolina
North Carolina License t 02243
Piedmont
0111 Natural Gas
ACCE59 ROAD f.,,� WATER �R
- w�VE.ED PROPERTr U „E —aEti s
ACCEIS0A0
Rv LIME _ WEER SILT FEN_E
--6At� PROPCSeD a 1 T
��I 1
O B OOEITR „E TPOIM
L - - --_] TE EASEmE «ro T� „P CD
MAMR.wORKSOADE � R FITERODTL
OO E L ET AT E eoPEPITFORJACKAND804E EK ING COWOUR iN—RI TENPOPAR,.R E
c UCTIa „E „TRAIICE
� woo
NO.
GATE
DESCRIPTION
ENG.
DRAWN
C.I.
pRAWING NO.
TITLE
1
01/23/13
ISSUED FOR APPROVAL
NF
SR
AK . ....
S LOOP ' EAST
EROSION CONTROL PLAN
LAYDOWN YARD
WAYNE, NC.
DRAWN BY:
NF
CHECKED BY: APPROVED BY SCALE:
SR DC 1'.100'
JOB NO. 39911024
DATE:
01123/2013
DRAWING NO: R6Y
SBLE- SEC- EC-034 SHEET 39 OF 48 11

STEP 1
ARRANGE HAY BALES OVER GEOTEXTILE FABRIC ON
LEVEL LAND TIGHTLY PACKED AS SHOWN TO
COVER AN AREA APPROXIMATELY 12' x 12'
INSTALL
ON THE
NOTES:
1. WHERE POSSIBLE STRUCTURE SHALL BE PLACED ON A LEVEL. WELL VEGETA
SITE SUCH THAT WATER WILL FLOW AWAY FROM STRUCTURE AND ANY WOR
2. CONTRACTOR SHALL PROPERLY REMOVE AND PROPERLY DISPOSE OF DEWA1
STRUCTURE IMMEDIATELY UPON COMPLETION OF DEWATERING OPERATIONS.
UNDER NO CIRCUMSTANCES SHALL USED DEWATERING STRUCTURES BE LEF1
IN PLACE FOR A PERIOD OF TIME GREATER THAN 48 HOURS AFTER DEWATL",.,,
OPERATIONS ARE COMPLETE.
3 STRUCTURE SHOULD BE POSITIONED SUCH THAT WATER WILL NOT FLOW INTO ANY
WETLANDS OR WATERBODIES.
` A
INSTALL SEDIMENT BARRIER, IF REQUIRED BY
COMPANY REPRESENTATIVE, AROUND ENTIRE
HAY BALE STRUCTURE AS SHOWN.
NOTES
DEWATERING STRUCTURE
TEMPORARY EROSION CONTROL MEASURE D5.
SCALE: N.T.S.
STEP 4
INSTALL ANOTHER LAYER OF HAY BALES
ON THE OUTSIDE OF THE SEDIMENT BARRIER
AND SECURE IN PLACE BY DRIVING REBAR
OR WOOOEN STAKE THROUGH EACH OF THE
OUTER HAY SALES.(STAKES NOT SHOWN
FOR CLARITY PURPOSES)
NOTES
SEDIMENT RAMER 1. SEDIMENT BARRIERS SHALL BE INSTALLED AS DEPICTED AND ALONG DOWN GRADIENT SIDES
(DOWN ROPE SANE) (Ty) OF WORK AREAS AND STAGING AREAS SUCH THAT NO HEAVY SET LADEN WATER ENTERS THE
SPOIL PILE WATERBODY OR LEAVES THE CONSTRUCTION RIGHT -OF -WAY
;g -" - g - - - - (*(.) 2. HARD DITCH PLUGS MUST REMAIN IN PLACE AT CONVENIENT LOCATIONS TO SEPARATE MMNUNE
DITCH FROM THE WATERBWY CROSSING UNTIL THE WATERBODY CROSSING IS INSTALLED AND
I BACKFELED.
3. EQUIPMENT OPERATING IN THE WATERBODY SHALL BE UNTIED TO THAT NEEDED
/ I TO PERFORM CONSTRUICMIN. IF OTHER TYPES OF EQUIPMENT MUST CROSS
THE WATERBODY, CONTRACTOR SHALL PROVIDE AND USE A TEMPORARY STREAM CROSSING (SEC).
PUMP (SEE NOTE 5) 4. 57AFAC ARFA(S) FOR WATERBODY CROSSNC(S), WHEN REOWRED, SHALL BE LOCATED AT LEAST
TPDIO FM (P) 50 FEET FROM WATER'S EDGE AND SHALL BE
(SEE NOTE 9) OF A IMPLEMENTATION Off NEEDED FOR CONVENIENT CROSSING 5. (PERFORMANCE OF TINE DM- AND -PUMP CROSSING METIH00 MUST MEET THE FOLLOWING
PERFORMANCE CRITERIA
(A) USE S F ICENT PUMPS INCLUDING ON -SITE BACKUP PUMPS, TO MANTAN DOWNSTREAM ROWS.
EROSION (B) CONSTRUCT DAMS NTH MATERIALS THAT PREVENT SEDIMENT AND OTHER POLLUTANTS FROM
(SEE NOTE / 7) ENTERING THE WATERBODY (E.C., SANDBAGS OR CLEAN GRAVEL NTH PLASTIC LINER).
(C) SCREEN PUMP INTAKES
(D) PREVENT STREAMSED SCOUR AT PUMP DISCHARGE.
N lm
INTAKE NOV (E) MONITOR 714E DAM A PUMPS TO ENSURE PROPER OPERATION THROUGHOUT THE
FUS/50M WATERBODY CROSSING.
6. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DALY AND
REPARCD F NECESSARY.
>< INSTALL REMOVABLE SEDIMENT 7. INSTALL DIVERSION TRENCHES AT THE BASE OF ALL SLOPES ADJACENT TO
BARRIER OR DRIVEABLE BERM
ACROSS ROADWAY THE WATERBODY.
8. CHEMCALS, FUELS AND LUBRICATING OILS SHALL NOT BE STORED AND EQUIPMENT
SHALL NOT BE REFUELED WITHIN 100 FEET OF THE WATERBODY.
�IEWOMT S11FN1
QNSSFK (III PER DERAIL 9, INSTALL TRENCH PLUGS ON BOTH DES OF THE WATERBODY TO PREVENT INVERSION
(SEE NOTE 1 3) OF WATER 1170 UPLAND PORTIONS OF THE PIPELINE TRENCH AND TO KEEP ANY
._._._.- ._. -.___. ___._ ACCUMULATED TRENCH WATER OUT OF THE WATERBODY.
10. CONTRACTOR SHALL POSTPONE GRADING OF RIGHT -OF -WAY ADJACENT TO WATERBODY
UNTIL STAGING AREA IS PREPARED MD WORK IN THE WATERBODY IS READY TO COMMERCE.
DAM AND PUMP CROSSING
TEMPORARY EROSION CONTROL MEASURE yr A
SCALE: N.T.S.
R E F E R E N C E D R A W I N G 5
DRAWING 70. TITLE
MAT E R IAL 5 U M MARY
DESCRIPTION
REVISIONS
DESCRIPTION
INSTALL GEOTEXTILE FABRIC COMPLETELY 2 LAYERS OF 2' x 2' x 4'
BENEATH ENTIRE DEWATERING SECURELY TIED BALES OF
STRUCTURE AS SHOWN TO HAY OR STRAIT
PREVENT SCOURING
INSTALL A LAYER OF ?MGH
EFFICIENCY 565 NR FILTER
MEDIA' BETWEEN ROWS
OF MAY OR STRAW BALES.
2' x 2' WOODEN STAKE
(TYP.)
CHIMN WIRE FENCE
SECURED TO 2' x 2'
WOODEN POSTS. WRE
TO EXTEND BENEATH BALES.
NOTE
STAKES SECURING "HIGH EFFICIENCY 865
AIR FILTER MEDIA' AND CHICKEN WIRE
FENCE ARE NOT SHOWN FOP. CLARITY
PURPOSES.
NOTES
1. STRUCTURE SHALL BE PLACED ON A LEVEL WELL VEGETATED SITE SUCH THAT WATER
WILL FLOW AWAY FROM STRUCTURE AND ANY WORK AREAS.
2. ROW RATES THROUGH DISCHARGE AND DIVERTOR PIPES SHALL BE SUCH THAT
STRUCTURE WILL NOT OVERFLOW,
3. WHERE CONDITIONS WARRANT A 30' x 30' RECTANGULAR STRUCTURE MAY BE
SUBSTITUTED FOR THE CIRCULAR CONFIGURATION SHOWN.
4. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTABLE VALUES AND MAY BE VARIED
DEPENDING UPON SPECIFIC LOCATION.
5. CONTRACTOR SHALL PROPERLY REMOVE AND DISPOSE OF DEWATERING STRUCTURE
IMMEDIATELY UPON COMPLETION OF DEWATERING OPERATIONS. UNDER NO CIRCUMSTANCES
SHALL USED DEWATERING STRUCTURES BE LEFT IN PLACE FOR A PERIOD OF TIME
GREATER THAN 48 HOURS AFTER DEWATERING OPERATIONS ARE COMPLETE.
6. "HIGH EFFICIENCY 865 AIR FILTER MEDIA" CAN BE PURCHASED FROM THE FOLLOWING:
UNITED AIR FILTER COMPANY
1000 WEST PALMER STREET
CHARLOTTE, NORTH CAROLINA 28234
(704) 334 -5311
HYDROSTATIC DEWATERING STRUCTURE
DS2
TEMPORARY EROSION CONTROL MEASURE
SCALE: N.T.S.
UM
URS CmpOWUOD • W* C"m
N.M CNDERM 1J.- W =43
A
JOB NO. 39911024
0111 Piedmont
Natural Gas
56 LOOP - EAST
SOIL EROSION
CONTROL DETAILS
NORTH CAROLINA
3
DEC I N.T.S.
SHEET 40 OF 48 A
SPOIL
(TYP.)
PILE
_WTENCH
"-\
RUG (7
(511 NOTE 1)
g1D190N
N
(SEE NOTE E 7)
SANDBAGS MTN
PLASTIC LINER TO
FOFWI UPSTREAM 8
DOWNSTREAM DAMS
(SEE NOTE 5)
WATERBODY
IfMI
PLAN
SCALE: N.T.S.
NOTES
DEWATERING STRUCTURE
TEMPORARY EROSION CONTROL MEASURE D5.
SCALE: N.T.S.
STEP 4
INSTALL ANOTHER LAYER OF HAY BALES
ON THE OUTSIDE OF THE SEDIMENT BARRIER
AND SECURE IN PLACE BY DRIVING REBAR
OR WOOOEN STAKE THROUGH EACH OF THE
OUTER HAY SALES.(STAKES NOT SHOWN
FOR CLARITY PURPOSES)
NOTES
SEDIMENT RAMER 1. SEDIMENT BARRIERS SHALL BE INSTALLED AS DEPICTED AND ALONG DOWN GRADIENT SIDES
(DOWN ROPE SANE) (Ty) OF WORK AREAS AND STAGING AREAS SUCH THAT NO HEAVY SET LADEN WATER ENTERS THE
SPOIL PILE WATERBODY OR LEAVES THE CONSTRUCTION RIGHT -OF -WAY
;g -" - g - - - - (*(.) 2. HARD DITCH PLUGS MUST REMAIN IN PLACE AT CONVENIENT LOCATIONS TO SEPARATE MMNUNE
DITCH FROM THE WATERBWY CROSSING UNTIL THE WATERBODY CROSSING IS INSTALLED AND
I BACKFELED.
3. EQUIPMENT OPERATING IN THE WATERBODY SHALL BE UNTIED TO THAT NEEDED
/ I TO PERFORM CONSTRUICMIN. IF OTHER TYPES OF EQUIPMENT MUST CROSS
THE WATERBODY, CONTRACTOR SHALL PROVIDE AND USE A TEMPORARY STREAM CROSSING (SEC).
PUMP (SEE NOTE 5) 4. 57AFAC ARFA(S) FOR WATERBODY CROSSNC(S), WHEN REOWRED, SHALL BE LOCATED AT LEAST
TPDIO FM (P) 50 FEET FROM WATER'S EDGE AND SHALL BE
(SEE NOTE 9) OF A IMPLEMENTATION Off NEEDED FOR CONVENIENT CROSSING 5. (PERFORMANCE OF TINE DM- AND -PUMP CROSSING METIH00 MUST MEET THE FOLLOWING
PERFORMANCE CRITERIA
(A) USE S F ICENT PUMPS INCLUDING ON -SITE BACKUP PUMPS, TO MANTAN DOWNSTREAM ROWS.
EROSION (B) CONSTRUCT DAMS NTH MATERIALS THAT PREVENT SEDIMENT AND OTHER POLLUTANTS FROM
(SEE NOTE / 7) ENTERING THE WATERBODY (E.C., SANDBAGS OR CLEAN GRAVEL NTH PLASTIC LINER).
(C) SCREEN PUMP INTAKES
(D) PREVENT STREAMSED SCOUR AT PUMP DISCHARGE.
N lm
INTAKE NOV (E) MONITOR 714E DAM A PUMPS TO ENSURE PROPER OPERATION THROUGHOUT THE
FUS/50M WATERBODY CROSSING.
6. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DALY AND
REPARCD F NECESSARY.
>< INSTALL REMOVABLE SEDIMENT 7. INSTALL DIVERSION TRENCHES AT THE BASE OF ALL SLOPES ADJACENT TO
BARRIER OR DRIVEABLE BERM
ACROSS ROADWAY THE WATERBODY.
8. CHEMCALS, FUELS AND LUBRICATING OILS SHALL NOT BE STORED AND EQUIPMENT
SHALL NOT BE REFUELED WITHIN 100 FEET OF THE WATERBODY.
�IEWOMT S11FN1
QNSSFK (III PER DERAIL 9, INSTALL TRENCH PLUGS ON BOTH DES OF THE WATERBODY TO PREVENT INVERSION
(SEE NOTE 1 3) OF WATER 1170 UPLAND PORTIONS OF THE PIPELINE TRENCH AND TO KEEP ANY
._._._.- ._. -.___. ___._ ACCUMULATED TRENCH WATER OUT OF THE WATERBODY.
10. CONTRACTOR SHALL POSTPONE GRADING OF RIGHT -OF -WAY ADJACENT TO WATERBODY
UNTIL STAGING AREA IS PREPARED MD WORK IN THE WATERBODY IS READY TO COMMERCE.
DAM AND PUMP CROSSING
TEMPORARY EROSION CONTROL MEASURE yr A
SCALE: N.T.S.
R E F E R E N C E D R A W I N G 5
DRAWING 70. TITLE
MAT E R IAL 5 U M MARY
DESCRIPTION
REVISIONS
DESCRIPTION
INSTALL GEOTEXTILE FABRIC COMPLETELY 2 LAYERS OF 2' x 2' x 4'
BENEATH ENTIRE DEWATERING SECURELY TIED BALES OF
STRUCTURE AS SHOWN TO HAY OR STRAIT
PREVENT SCOURING
INSTALL A LAYER OF ?MGH
EFFICIENCY 565 NR FILTER
MEDIA' BETWEEN ROWS
OF MAY OR STRAW BALES.
2' x 2' WOODEN STAKE
(TYP.)
CHIMN WIRE FENCE
SECURED TO 2' x 2'
WOODEN POSTS. WRE
TO EXTEND BENEATH BALES.
NOTE
STAKES SECURING "HIGH EFFICIENCY 865
AIR FILTER MEDIA' AND CHICKEN WIRE
FENCE ARE NOT SHOWN FOP. CLARITY
PURPOSES.
NOTES
1. STRUCTURE SHALL BE PLACED ON A LEVEL WELL VEGETATED SITE SUCH THAT WATER
WILL FLOW AWAY FROM STRUCTURE AND ANY WORK AREAS.
2. ROW RATES THROUGH DISCHARGE AND DIVERTOR PIPES SHALL BE SUCH THAT
STRUCTURE WILL NOT OVERFLOW,
3. WHERE CONDITIONS WARRANT A 30' x 30' RECTANGULAR STRUCTURE MAY BE
SUBSTITUTED FOR THE CIRCULAR CONFIGURATION SHOWN.
4. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTABLE VALUES AND MAY BE VARIED
DEPENDING UPON SPECIFIC LOCATION.
5. CONTRACTOR SHALL PROPERLY REMOVE AND DISPOSE OF DEWATERING STRUCTURE
IMMEDIATELY UPON COMPLETION OF DEWATERING OPERATIONS. UNDER NO CIRCUMSTANCES
SHALL USED DEWATERING STRUCTURES BE LEFT IN PLACE FOR A PERIOD OF TIME
GREATER THAN 48 HOURS AFTER DEWATERING OPERATIONS ARE COMPLETE.
6. "HIGH EFFICIENCY 865 AIR FILTER MEDIA" CAN BE PURCHASED FROM THE FOLLOWING:
UNITED AIR FILTER COMPANY
1000 WEST PALMER STREET
CHARLOTTE, NORTH CAROLINA 28234
(704) 334 -5311
HYDROSTATIC DEWATERING STRUCTURE
DS2
TEMPORARY EROSION CONTROL MEASURE
SCALE: N.T.S.
UM
URS CmpOWUOD • W* C"m
N.M CNDERM 1J.- W =43
A
JOB NO. 39911024
0111 Piedmont
Natural Gas
56 LOOP - EAST
SOIL EROSION
CONTROL DETAILS
NORTH CAROLINA
3
DEC I N.T.S.
SHEET 40 OF 48 A

c
V
c
e�
�x
IPIAND A�A
oR Non TTPE M
R Aw
REMOVABLE SEDIMENT
sEOlwEnr BARD -
_
BARBER (SEE NOTE T)
RETAND BUFFER LMR
Y
a
$EpMENi BARRIER
1I'
SEDIMENT
(SEE NOTE 4) BARRIER (SEE E 1)
�YL
-T r TOPS gt _p-A `
eARREP sAinRR -
assaisis
�° SEA
VIII/
IC' RAN, _ IOU MR.
BARRIER
WORKING 40E
1MilER EgMREMi YATS
9
Fes'
MO05ED PIPEi1NEvr, GBH WORN CORnR"
qi rEry n�iAD
CONS .-OF-Al
E
- -
CROSS SECTION EDP °` p1CM
WEnArHP
SP GL SIDE 3WLc DIVER" TERRACE
CROSS SECTION -
SCALE: N.T.S. eAaRIwE.,
(SEE NOTE 2)
-
eR
(rw.)
SCALE: N.T.S.
Spgl
TRENCH RUG
(SEE NOTE 3)
tl°ARrs
pVERSW TERRACE
(SEE NOTE 2)
PLAN NEW
SCALE: N.T.S. > RPELI
e.,.KHOE
ilAn T sEOY <Nr
ON PROCEDURE NOTES- BARBER
CONSiPROCEDURE
PL AN
y_.
TIEILAND BQUNGARr
(ss NoTE s)
T. FLAG WETLAND BOUNDARIES AND INSTALL BOUNDARY SIGNS PRIOR TO CLEARING.
PLAN NEW
2. NO OVERNIGHT PARKING OR REFUELING OF MOEN E EQUIPMENT IS ALLOWED WITHIN 100 FEET OF WETLAND. PLACE 'NO FUELING"
CONSTRUCTION PROCEDURE NOTES: SCALE: N.T.S.
SON POSTS 100 FEET BACK FROM WTLAND BOUNDARY. REFUEL STATIONARY EQUIPMENT AS PER SPCC PLAN.
PJIBEP YAT r- EMWIN Rawv
1. FLAG WETLANO BOUNDARIES AND INSTALL WETLAND BOUNDARY SGNS PRIOR TO CLEANING.
3 INSTALL TEMPORARY ACNE BREAKERS UPSLOPE OF WETLAND BWNOARIES AS SHOWN ON DRAWINGS AND SPECIFICATIONS.
/
2. NO OVERNIGHT PARKING CR REFUELING OF MOBILE EQUIPMENT 15 ALLOWED WITHIN 100 FEET OF
NOTES
4 INSTALL PREFABRICATED EQUIPMENT MATS THRWCH ENTIRE WETLAND AREA ON THE WORKING SM OF THE CONSTRUCTION
r
WETLAND. PUCE 'NO FUEUNG' SIGN POSTS 100 FEET BACK FROM WETLAND
CORRIDOR.
BOUNDARY. REFUEL STATIONARY EQUIPMENT AS PER SPCC PLAN.
1. INSTALL REMOVABLE SEDIMENT BARRIERS OR DRIVEABLE BERMS ACROSS THE TRAVEL LANE AT BOTH
5. AVOID ADJACENT WETLANDS. INSTALL SEDIMENT BARRIERS AT OUTER BOUNDARIES OF THE WETLAND. INSTALL SEDIMENT
3. INSTALL TEMPORARY ROPE BREAKERS UPSLOPE a WETLAND BOLXHDAPIES A5 SHOWN 0tH DRAWINGS AND SPECIFICATIONS.
WETLAND BOUNDARIES. THE REMOVABLE SEDIMENT BARRIERS CAN BE REMOVED WRING THE CONSTRUCTION DAY,
BUT MUST BE RE- INSTALLED AFTER CONSTRUCTION HAS STOPPED FOR THE DAY AND/OR WHEN HEAVY
BARRIERS ALONG THE EDGE OF THE SPOIL SOE OF THE CONSTRUCTION CORRIDOR THROUGH THE WETAND AND ALONG
THE DOWNSLOPE EDGE OF THE WETLAND, F THE DOWNSLOPE EDGE OF THE WETLAND IS THE SPOIL SIDE, THEN SEDIMENT
PROFILE
4. AM ADJACENT WETLANDS, INSTALL SEDIMENT BARRIERS AT OUTER BOUNDARIES OF WETLAND AND ALONG
PRECIPITATION IS IMMINENT.
BARRIERS ARE NOT REWIRED ON NE WORKING SIDE OF THE CORRIDOR UNLESS EQUIPMENT TRAARSNC THRWOH THE
BOTH WETLAND EDGES.
WETLAND CAUSES SPOIL AND SEDIMENT TO EMT THE CONSTRUCTION CORAOOR.
2. INSTALL DIVERSION TERRACES IMMEDIATELY UPSLOPE OF BOTH WETLAND BOUNDARIES TO PREVENT SEDIMENT FROM
B LIMIT PULLING OF TREE STUMPS AND GRADING ACTVITES TO DIRECTLY OVER THE TRENCHLNE. DO HOT GRADE OR
5. LIMIT PULLING OF TREE STUMPS AND GRACING ACTIVITIES TO DIRECTLY OVER TRENCHLWE, W NOT GRADE OR REMOVE
STUMPS OR ROOT SYSTEMS MOM THE REST OF THE RIGHT -OF -WAY IN WETLANDS UNLESS THE CHIEF N5PECTOR AND
ENTERING THE WETLAND.
REMOVE STUMPS OR ROOT SYSTEMS FROM NE REST OF THE RIGHT -OF -MAT W WETLANDS UNLESS THE CHIEF INSPECTOR
AND COMPANY ENVIRONMENTAL INSPECTOR DETERMINE THAT SAFTY - RELATED CONSTRUCTION CONSTRAINTS REWIRE REMOVAL OF
NOTES
COMPANY ENVIRONMENTAL INSPECTOR DETERMINE THAT SAFTY RELATED CONSTRUCTION CONSTRAINTS REWIRE REMOVAL OF
TREE STUMPS FROM UNDER THE WORKING SIDE OF THE RGHT -OF -WAY.
3, INSTALL TRENCH PLUGS AT BOTH WETLAND BOUNDARIES TO PREVENT DIVERSION OF WATER INTO UPLAND PORTIONS
TREE STUMPS FROM UNDER THE WORKING SIDE M THE RIGHT -CF -WAY.
I. PERIODICALLY CHECK INSTALLATION AND REMOVE BUAD -UP OF SECMENT OR
OF THE PIPELINE TRENCH AND TO KEEP ANY ACCUMULATED UPLAND TRENCH WATER OUT OF WETLAND.
CONDUCT TRENCH UNE TOPSCL STAFFING (F TOPSOIL IS NOT SATURATEO). SALVAGE TOPSOIL TO ACTUAL DEPTH
DEBRIS.
G. TOPSOIL SiRWPNG SHALL NOT BE REQUIRED IN SATURATED SOIL CONDITIONS.
T' OR A MAXMUM DEPTH OF 12 INCHES. AS DETERMINED BY THE COMPANY ENVIRONMENTAL INSPECTOR. SEGREGATED TOPSOIL
2 MATERIALS PLACED IN WETLANDS SHALL BE COMPLETELY REMOVED DURING
r. UTILIZE AMPHIBIOUS EXCAVATORS (PONTOON MOUNTED BACKHOES) OR TRACKED BACKHOES SUPPORTED BY PREFABRICATED
4, FOR TYPE II ('SATURATED`) AND TYPE 111 ('FLOODED') WETLANDS, INSTALL SEDIMENT BARRIERS AT WETLAND
ALE MAY BE LOCATED ON SPOIL SEE, AS REWIRED.
FINAL CLEAN -VP. REMOVAL OF THIS STRUCTURE 15 NOT CONTINGENT UPON
EQUIPMENT MATS OR FLOATS, TO EXCAVATE TRENCH. F PREFABRICATED EQUIPMENT MATS ARE USED FOR STABILIZATION.
BOUNDARIES AND ALONG BOTH WETLAND EDGES. FOR TYPE I ('DRY) WETLANDS, INSTALL SEDIMENT BARRIERS
D. LEAVE HARD PLUGS At THE EDGES OF WETLAND UNTIL JUST PRIOR TO TRENCHING.
ESTABLISHMENT OF PERMANENT VEGETATION.
THE BACKHOE SHALL GRADUALLY MOVE ACROSS THE WETLAND BY MOVNG THE MATS FROM IMMEDIATELY BEARD TO
IMMEDIATELY IN FRONT OF THE BACKHOE'S PATH.
AT WETLAND BOUNDARIES, ALONG THE EDGE OF THE SPOIL SIDE OF THE CONSTRUCTION CORRIDOR AND ALONG
THE DOWNSLOPE EDGE OF THE WETLAND. IF THE DOWNSLOPE EDGE OF THE WETLAND IS THE SPOIL SIDE, THEN
9. BENCHING THROUGH WETLANDS MAY PROCEDE 'WHEN THE PPE SECTION IS FABRICATED AND READY TO LAY. ONCE TRENCHING
3 IF A WATERBODY IS LOCAM WITION A WETLAND SYSTEM, EXTEND FINGER
EQUIPMENT MATS TO THE BRIDGE EQUIPMENT CROSSNG (DEC) USED TO CROSS THE
B. FABRICATE APE IN A STAGNG AREA OUTSOE THE TTPE III WEMND AS INDICATED ON THE CONSTRUCTION DA WINGS.
SEDIMENT BARRIERS ARE NOT REWIRED ON THE WORKING SIDE OF THE CORRIDOR UNLESS EQUIPMENT
COMMENCES. CONSTRUCTION THROUGH THE WETLAND IS TO PROCEDE COHTATWSLY UNTIL THE CROSSING M COMPLETED.
WATERBOOY M ORDER TO ALLOW FOR CONTINUOS TIMBER EQUIPMENT MAT COVERAGE
NO CONCRETE COATING ACTIVITY 'WITHIN 100 FEET OF WETAND BOUNDARY, UNLESS APPROVED BY COMPANY
TRAVERSING THROUGH THE WETLAND CAUSES SPOIL AND SEDIMENT TO EXIT THE CONSTRUCTION CORRIDOR.
BACKFUED AND RESTORED IN ORDER TO MINIMIZE THE LENGTH OF TIME THE TENCH IS OPEN.
NRWCH THE WETLAIID AND WATEROODY AREA,
ENVIRONMENTAL INSPECTOR_
10. PIPE SECTW MAY BE FABRICATED MTHN THE RETARD ADJACENT TO PIPE TRENCH, OR IN STAGING AREA OIUTSIDE THE
4. USE ADDITIONAL TMBER MAT LAYERS TO RAISE CROSSING ABOVE GRADE
WERE POOR SOW GONDITONS EMST.
9. LEAVE HARD PLUGS AT THE EDGE OF TYPE NI WETLAND UNTIL JUST PRIOR TO APE PLACEMENT.
WETLAND AND WALKED IN. NO CONCRETE COATING ACTIVITY WITHIN iQU FEET OF WETLAND BOUNDARY UNLESS APPROVED
BY COMPANY ENVIRONMENTAL INSPECTOR.
S TIMBER EOOPMENT MATS SHALL EXTEND A MINIMUM OF 10 FEET OUTSM
10. FLOAT PIPE IN PLACE, LOWER -IN, INSTALL TENCH PLUGS IN ACCORDANCE MiM DRAWINGS AND SPECIFICATIONS.
LOWER -IN PINE. PRIOR TO BACNFlLLNG TRENCH, INSTALL TRENCH PLUGS W ACCORDANCE WITH DRAWINGS AND
O THE WETLAND BOUNDARIES.
AND BACKRLL
IT
SPECFCATIONS.
6. INSTALL EARTHEN RAMP APPROACHES TO TIMBER EQUIPMENT RATS. EARTHEN RAMPS
11. RESTORE GRADE TO NEAR PRE - CONSTRUCTION TOPOFRAPHY qNp INSTALL PERMANENT EROSION CONTROL.
RESTORE GRADE TO NEAR PRE- CONSTRUCTION TOPOGRAPHY, REPLACE TOPSOIL AND INSTALL PERMANENT
TO BE CONSTRUCTED OF UPLAND MATERIAL, TOP SOIL SHALL NOT BE USED TO
CONSTRICT EARTHEN RAMPS.
12. REMOVE ANY MATS UTILIZED TO SUPPORT AMPHIBIOUS EQUIPMENT FROM WETLANDS UPON COLPLETON.
12, EROSION CONTROL.
13. WETLANDS CROSSED USING PUSH/PULL METHOD TEND TO BE TOO WET FOR EFFECTIVE SEEDING, HOWEVER, IF THE SITE
13. REMOVE PREFABRICATED MATS FROM WETANDS UPON COMPLETION.
IS DRY ENOUGH AND IF DIRECTED BY THE ENVIAGHMENTAL INSPECTOR, THE RIGHT -OF -WAY SHALL BE SEEDED IN
ACCORDANCE WITH DRAWINGS.
14. g O DISTURBED WETLANDS AREA AS DETERMINED BY THE ENVIRONMENTAL INSPECTOR AND AS SHOWN ON DRAWINGS.
WETLAND CROSSING CONFIGURATION
WETLAND EQUIPMENT CROSSING
TYPE III "FLOODED WETLAND"
(TYPE I, II AND III WETLANDS)
TYPE I "DRY WETLAND"
TEMPORARY EROSION CONTROL MEASURE TT`
INSTALLATION PROCEDURE
INSTALLATION PROCEDURE
1 SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SIDE RAIL
(TYP. BOTH SDES
�flSl���lll�
I 11
TINDER
EOPMENT
.AT
NOIF<
GEOTEXTLE I. TIMBER BADGES SHALL BE ADEQUATELY ANCHORED AT BOTH ENDS.
FABRIC
2. PERIODICALLY CHECK BRIDGE INSTALLATION AND REMOVE BUILD -UP OF SEDIMENT OR
DEBRIS ON BRIDGE.
3. BRIDES APPROACHES SHALL BE TIMBER EQUIPMENT MATS
SiRAI 4. MATERIALS PLACED ALONG STREAM CHANNEL SHALL BE COMPLETELY REMOVED DURING
IT NAL CLEAN -LA. REMOVAL O THIS STRUCTURE IS NOT CONTINGENT UPON
ESTABUSHMENT OF PERMANENT VEGETATION.
USE CULVERTS CULVERTS SHALL BE USED TO SUPPORT THE TIMBER BRIDGE TO PREVENT
S
TO �FN'OPT SETTLEMENT O< THE BRIDGE, F THE GEOMETRY OF THE STREAM ALLOWS
q� TOM" FOR SUCH INSTALLATION, THE TIMBER BADGE AND GEOTEXTLE FABRIC SHALL
CONSIST 0" REMAIN ABOVE THE WATER SURFACE ELEVATION AT ALL TIMES.
�'IN US`O PINE B. SIDE RAILS SHALL BE INSTALLED W BOTH SIDES OF THE BRIDGE EQUIPMENT
�
KNEE OF DENTS. GROS4NG IN ORDER TO PREVENT SEGMENT FROM ENTERING THE WATERBODY.
.0ES AND "UST. SIDE RAILS TO BE CONSTRUCTED OF PLYWOOD NAKED TO THE CUTER EDGES OF
THE TA BER EQUIPMENT MATS.
SITE RIMS T. TIMBER EQUIPMENT MATS SHALL EXTEND A MINIMUM OF 10 FEET
OUTSIDE OF THE WATERBODY OR WETLAND BOUNDARIES.
HINGE BIIDi
GEOTEXTLE FABRIC TO BE
PROFILE nAGD BENEATH BADGE
APPROACHES AND EXTEND
UNDER TINDER BADGE.
BRIDGE EQUIPMENT CROSSING
`
TEMPORARY EROSION CONTROL MEASURE
UNLESS OTHERWISE INDICATED ON PLAN, CROSSM SHALL
SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED.
SCALE: N.T.S.
N O T E S
E F E R E N C E D RIAE I N G S
MATE RIAL
R E V I S 1 OWN SSCxroTgN
S
Piedmont
DRAWING NO
TITLE
NO
DESCRIPTIDNSUMMARY
CITY (ACTUAL)
NO.
DATE
�.
Corporgon C
0111 Natural Gas
A
1 23 1
Br
ISSUE FOR APPROVAL
North CxaFNB LicansW M G224.i
-2243
5B LOOP - EAST
SOIL EROSION
CONTROL DETAILS
NORTH CAROLINA
'.�.- •:='..:-- '.'..: ".''
DRAWN BY:
CHECKED B Y: APPROVED BY: SCKE:
DHW
SR D N.T.S.
C
DATE
5ALWING No:
SHEET 41 OF 46 q
JOB NO. 39911024
01/23/13
_

SE(MID
BE TA
r- ,.33 UIJURER FOOT STEEL POST (TVP.)
SEEK T BANNER
(ASTM 0 6461)
UNDISTURBED GREW
IT- 'A END OF SEDIMENT BARER
FILL
POST
TRENCH DETAIL (np)
0 BEGINNING O SEGMENT BARRIO?
OVERLAP DETAIL
NOTES
T. SEDIMENT BARRIER SHALL BE INSTALLED TO FILTER SEDIMENT FROM SURFACE RUNOFF.
2. INSTALLATIONS SHALL BE PERIODICALLY CHECKED, THE SEDIMENT SHALL BE REMOVED
WHEN IT REACHES 0.5 FEET IN HEIGHT AT SEDIMENT BARRIER.
3. SEDIMENT BARRIER SHALL BE LEFT IN PLACE UNTIL PERMANENT VEGETATIVE COVER IS
ESTABLISHED.
4. SEDIMENT BARRIER SHALL BE REPLACED WHENEVER IT HAS DETERIORATED TO SUCH AN
EXTENT THAT IT REDUCES THE EFFECTIVENESS OF THE SEDIMENT BARRIER.
5. AREA DISTURBED AS A RESULT OF REMOVING THE SEDIMENT BARRIER SHALL BE
RESTABLIZED BY BACKFILLING, COMPACTING. AND SEEDING IN ACCORDANCE
WITH THE REVEGETATION PLAN.
6. SEDIMENT BARRIER SHALL BE PLACED TO FOLLOW (RUN PARALLEL TO) THE CONTOURS.
7. ON UPSLOPE INSTALLATIONS, BOTH ENDS OF THE SEDIMENT BARRIER SHALL BE TURNED
AND EXTENDED UPSLOPE.
S. SEDIMENT BARRIER SHALL BE CONSTRUCTED A SYNTHETIC FILTER FABRIC OF A LEAST 95X BY
WEIGHT OF POLYOLEFNS OR POLYESTER, WHICH 15 CERTIFIED BY THE MANUFACTURER OR
SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461. SYNTHETIC FILTER FABRIC
SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6
MONTHS OF EXPECTED USEABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 120' F.
SEDIMENT BARRIER
TEMPORARY EROSION CONTROL MEASURE �
SCALE: N.T.S.
NOTES
tl
b
7
MA ERIA.
AND -MASH / IEOAITE
NORTH AMERICAN GREEN C1258N
• BELTON NDUSTRES t C
ANDHOR N ACCORDANCE
IWIVI MMA)FACTLRER'S
NSTMICTOVS. ONE STAPLE
PER FOOT LENGTH.
FOLD BA 6' ,,,IUAAL GROUND
FOLD BA 1' -6'
SEOIRELT STAPLE
N PLACE
am" INSTALL STARES
�pET T6' TO 24' APART
RAAET THROUGHOUT 6' 10 2 TIE
RAN ET/MAT,
STARES SHALL BE
11 -GUAM COLD DR ON
STEEL WERE FORMm
SECTION 6-6 N A V SHAPE NOT PLAN
LESS THAN It LENGTH. --
EMBANKMENT INSTALLATION
ED SHALL COVER OWNEL AN04OR N ACCORDANCE
BOTTOM IAEIE REWGETATI NTH MA0.FAC7URER'S
LxI rl x I x
F L 3�
A x x
B C
x x x
VAw•iATrM
PLAN
OVMAP C
CONTROL
FOLD BAO( C -C
EROSKW SEC-FAY STARE
CONTROL
M RACE OIL FOOT
RAKEi
APMi
SECTION A -A
RE PATTERI
MA ERIA.
AND -MASH / IEOAITE
NORTH AMERICAN GREEN C1258N
• BELTON NDUSTRES t C
ANDHOR N ACCORDANCE
IWIVI MMA)FACTLRER'S
NSTMICTOVS. ONE STAPLE
PER FOOT LENGTH.
FOLD BA 6' ,,,IUAAL GROUND
FOLD BA 1' -6'
SEOIRELT STAPLE
N PLACE
am" INSTALL STARES
�pET T6' TO 24' APART
RAAET THROUGHOUT 6' 10 2 TIE
RAN ET/MAT,
STARES SHALL BE
11 -GUAM COLD DR ON
STEEL WERE FORMm
SECTION 6-6 N A V SHAPE NOT PLAN
LESS THAN It LENGTH. --
EMBANKMENT INSTALLATION
ED SHALL COVER OWNEL AN04OR N ACCORDANCE
BOTTOM IAEIE REWGETATI NTH MA0.FAC7URER'S
LxI rl x I x
F L 3�
A x x
B C
x x x
VAw•iATrM
2
C
CONTROL
225
or
g
EL
200
I'S
RE PATTERI
6'
C
MULCHED PRIOR TO INSTALLATION.
12
12 5
B
CONTRA
r
D
tOO
TWO-THRE E MES
SEDIMENT BARRIER
TS
A
EXCESS OF 3:1 (H:V) TO SUPPORT VEGETATION.
A
SO
n
STAPLE N RACE
V
Ff.
AGGREGATE
(T')
ALONG DECK SLO!
INSTALL BLANKETS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.
7., 2 1:1
ra OF SLOPE
EMBANKMENT INSTALLAT,
AP PA RN TA
.I,� O CHANNEL BOTTOM IS NSTRIICIRNS
X rr X REOARm, NATURAL GROUND
XIIxI X
TO�Of'�x
x x x
x D x SECTION C —C
55 n. i ��NEL�ST�LATM
AS FOLONS -..-
0-31{
Jx 25
EXISTING DRAINAGE DITCH
X BANK
PTYPE
STAFlL PATTERN !'MIX
CONTROL
DSTAPLE
H
or
g
EL
BEEN TO DIVERT
RE PATTERI
6'
OVERLAP V
MULCHED PRIOR TO INSTALLATION.
FINAL
r
GROU)
AIA/DT UPSLOPE Qf
CONTRA
r
D
>
; `
TWO-THRE E MES
SEDIMENT BARRIER
o
rc x
EXCESS OF 3:1 (H:V) TO SUPPORT VEGETATION.
ZS' R. 2' - 7' COARSE
STAPLE N RACE
V
AGGREGATE
(T')
ALONG DECK SLO!
INSTALL BLANKETS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.
O
F O
CEDTEATLE FARM..^
ONE FOOT APART
BLANKET SHALL BE LOOSELY INSTALLED AND TAMPED OR ROLLED IN PLACE AFTER INSTALLATION.
STAPLES SHALL BE DRIVEN FLUSH WITH THE GROUND.
SECTION D-D
L
1
A W
2
A
EROSION CONTROL BLANKET
PERMANENT EROSION CONTROL MEASURE
SCALE: N.T.S.
TEMP,
(IF RE
PLAN
EASING EERY r6 +N. MIN.
ROADWAY 1
GRADE x
t WNW-
NOTE 5
SECTION 'A -A'
NOTES
,. STABILIZED ENTRANCE SHALL BE INSTALLED WHERE EWTPMENT ENTERS AND EXITS
CONSTRUCTION SITES ONTO PAVED ROADWAY OR OTHER IMPROVED SURFACE.
2. LOCATE ALL ROADWAY CROSSINGS AND ENTRANCES TO ENSURE SAFE AND ACCESSIBLE
CONDITIONS THROUGHOUT THE CONSTRUCTION PHASE.
3. THE ENTRANCE SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION IN A CONDITION
WHICH WILL MINIMIZE TRACKING OF SEDIMENT ONTO A PUBLIC ROADWAY.
4. ALL SEDIMENT TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING OR SCRAPING.
5. TOP SOIL SHALL BE REMOVED TO A MINIMUM DEPTH OF 6 INCHES PRIOR TO PLACEMENT
OF GEOTEXTILE FABRIC AND STONE.
6. WERE DRAINAGE DITCH EXISTS, CONTRACTOR SHALL PROVIDE AND INSTALL A FLUME PIPE
IN ORDER TO PREVENT IMPEDEMENT OF WATER FLOW.
7, THE CONSTRUCTION ENTRANCE SHALL BE REMOVED AND AREA RESTORED AS PART OF
FINAL GRADING AND CLEAN UP. REMOVAL IS NOT CONTINGENT UPON ESTABUSHMENT
OF PERMANENT VEGETATION.
R E F E R E N C E D R A W I N G 5 M A T E R I AL S U M M A R Y R E Y I S 1 0 N 5
DRAWING NO. TITLE N0. DESCRIPTION OTY (ACTUAL) NO. I DATE BY I DESCRIPTION
A 11/23/1 BT 1 ISSUE FOR APPROVAL URS CapwaMon- "Cuaira
NaAI Carolina License N C -2243
1024
CONSTRUCTION ENTRANCE
VC
TEMPORARY EROSION CONTROL MEASURE
SCALE: N.T.S.
Piedmont
Natural Gas
SB LOOP - EAST
SOIL EROSION
CONTROL DETAILS
NORTH CAROLINA
ONAWTNG NO' I SHEET 42 OF 48 I A
SBLE— SEC —DTL -003
PTYPE
STAFlL PATTERN !'MIX
CONTROL
DSTAPLE
H
EROSION CONTROL BLANKETS SHALL EXTEND COMPLETELY ACROSS DISTURBED AREA TO
EL
RE PATTERI
EROSION CONTROL BLANKET
PERMANENT EROSION CONTROL MEASURE
SCALE: N.T.S.
TEMP,
(IF RE
PLAN
EASING EERY r6 +N. MIN.
ROADWAY 1
GRADE x
t WNW-
NOTE 5
SECTION 'A -A'
NOTES
,. STABILIZED ENTRANCE SHALL BE INSTALLED WHERE EWTPMENT ENTERS AND EXITS
CONSTRUCTION SITES ONTO PAVED ROADWAY OR OTHER IMPROVED SURFACE.
2. LOCATE ALL ROADWAY CROSSINGS AND ENTRANCES TO ENSURE SAFE AND ACCESSIBLE
CONDITIONS THROUGHOUT THE CONSTRUCTION PHASE.
3. THE ENTRANCE SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION IN A CONDITION
WHICH WILL MINIMIZE TRACKING OF SEDIMENT ONTO A PUBLIC ROADWAY.
4. ALL SEDIMENT TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING OR SCRAPING.
5. TOP SOIL SHALL BE REMOVED TO A MINIMUM DEPTH OF 6 INCHES PRIOR TO PLACEMENT
OF GEOTEXTILE FABRIC AND STONE.
6. WERE DRAINAGE DITCH EXISTS, CONTRACTOR SHALL PROVIDE AND INSTALL A FLUME PIPE
IN ORDER TO PREVENT IMPEDEMENT OF WATER FLOW.
7, THE CONSTRUCTION ENTRANCE SHALL BE REMOVED AND AREA RESTORED AS PART OF
FINAL GRADING AND CLEAN UP. REMOVAL IS NOT CONTINGENT UPON ESTABUSHMENT
OF PERMANENT VEGETATION.
R E F E R E N C E D R A W I N G 5 M A T E R I AL S U M M A R Y R E Y I S 1 0 N 5
DRAWING NO. TITLE N0. DESCRIPTION OTY (ACTUAL) NO. I DATE BY I DESCRIPTION
A 11/23/1 BT 1 ISSUE FOR APPROVAL URS CapwaMon- "Cuaira
NaAI Carolina License N C -2243
1024
CONSTRUCTION ENTRANCE
VC
TEMPORARY EROSION CONTROL MEASURE
SCALE: N.T.S.
Piedmont
Natural Gas
SB LOOP - EAST
SOIL EROSION
CONTROL DETAILS
NORTH CAROLINA
ONAWTNG NO' I SHEET 42 OF 48 I A
SBLE— SEC —DTL -003
EROSION
STAFlL PATTERN !'MIX
CONTROL
NOTES
EROSION CONTROL BLANKETS SHALL EXTEND COMPLETELY ACROSS DISTURBED AREA TO
6'
PROTECT ERODIBLE SURFACES. THE SOIL SHALL BE PROPERLY PREPARED. SEEDED AND
6'
OVERLAP V
MULCHED PRIOR TO INSTALLATION.
FINAL
r
GROU)
FOLD BACK 4'-4'
D
TWO-THRE E MES
INSTALL EROSION CONTROL B
BLANKETS ON FRESHLY GRADED EMBANKMENTS ON SLOPES IN
AND SHREEO
EXCESS OF 3:1 (H:V) TO SUPPORT VEGETATION.
STAPLE N RACE
ALONG DECK SLO!
INSTALL BLANKETS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.
ONE FOOT APART
BLANKET SHALL BE LOOSELY INSTALLED AND TAMPED OR ROLLED IN PLACE AFTER INSTALLATION.
STAPLES SHALL BE DRIVEN FLUSH WITH THE GROUND.
SECTION D-D
EROSION CONTROL BLANKET
PERMANENT EROSION CONTROL MEASURE
SCALE: N.T.S.
TEMP,
(IF RE
PLAN
EASING EERY r6 +N. MIN.
ROADWAY 1
GRADE x
t WNW-
NOTE 5
SECTION 'A -A'
NOTES
,. STABILIZED ENTRANCE SHALL BE INSTALLED WHERE EWTPMENT ENTERS AND EXITS
CONSTRUCTION SITES ONTO PAVED ROADWAY OR OTHER IMPROVED SURFACE.
2. LOCATE ALL ROADWAY CROSSINGS AND ENTRANCES TO ENSURE SAFE AND ACCESSIBLE
CONDITIONS THROUGHOUT THE CONSTRUCTION PHASE.
3. THE ENTRANCE SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION IN A CONDITION
WHICH WILL MINIMIZE TRACKING OF SEDIMENT ONTO A PUBLIC ROADWAY.
4. ALL SEDIMENT TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING OR SCRAPING.
5. TOP SOIL SHALL BE REMOVED TO A MINIMUM DEPTH OF 6 INCHES PRIOR TO PLACEMENT
OF GEOTEXTILE FABRIC AND STONE.
6. WERE DRAINAGE DITCH EXISTS, CONTRACTOR SHALL PROVIDE AND INSTALL A FLUME PIPE
IN ORDER TO PREVENT IMPEDEMENT OF WATER FLOW.
7, THE CONSTRUCTION ENTRANCE SHALL BE REMOVED AND AREA RESTORED AS PART OF
FINAL GRADING AND CLEAN UP. REMOVAL IS NOT CONTINGENT UPON ESTABUSHMENT
OF PERMANENT VEGETATION.
R E F E R E N C E D R A W I N G 5 M A T E R I AL S U M M A R Y R E Y I S 1 0 N 5
DRAWING NO. TITLE N0. DESCRIPTION OTY (ACTUAL) NO. I DATE BY I DESCRIPTION
A 11/23/1 BT 1 ISSUE FOR APPROVAL URS CapwaMon- "Cuaira
NaAI Carolina License N C -2243
1024
CONSTRUCTION ENTRANCE
VC
TEMPORARY EROSION CONTROL MEASURE
SCALE: N.T.S.
Piedmont
Natural Gas
SB LOOP - EAST
SOIL EROSION
CONTROL DETAILS
NORTH CAROLINA
ONAWTNG NO' I SHEET 42 OF 48 I A
SBLE— SEC —DTL -003

pwxacE pla
SDIEM RAWER --7
-■
\ \ \\ \ \ \ \�
SURFACE RUNOFF
-■I
�l�■
/�
y■■yI
"
\` \\ -
i
iR3H-� % / //: / / / / / / / :.� / / / / / / / ///
no
ADD LOGS AS
t _
N
iii,,,,
�/ i//// H/// / / / / / / / / / / / / /// / / / / / / / / / / / / / ///
■■
■■
RAILROAD OR
PAYMENT
NOTES
1. SEDIMENT BARRIER SHALL BE INSTALLED AT THE BASE OF SLOPES ADJACENT TO ROAD
CROSSINGS WHERE VEGETATION IS DISTURBED, TO INTERCEPT SURFACE RUNOFF.
2. PROTECTION FOR SPOIL PILES SHALL BE INSTALLED ONLY WHERE SEDIMENT BARRIERS
ACROSS THE ENTIRE DISTURBED AREA ARE NOT REQUIRED.
3. SEDIMENT BARRIERS SHALL REMAIN IN PLACE UNTIL PERMANENT REVEGETATION IS
ESTABLISHED.
A. WATER REMOVED FROM BORE PIT AND RECEIVING PIT SHALL BE FILTERED THROUGH A
DEWATERING STRUCTURE OR FILTER BAG.
5. IF WELL POINTING IS REQUIRED PRIOR TO EXCAVATING BORE PITS, CONTRACTOR SHALL
CONSULT WITH COMPANY'S ENVIRONMENTAL INSPECTOR PRIOR TO COMMENCEMENT OF
WORK IN ORDER TO DETERMINE PROPER DEWATERING LOCATION.
6. CONTRACTOR SHALL BE REQUIRED TO KEEP THE ROAD CLEAN OF DEBRIS AT ALL TIMES.
7. CONTRACTOR MAY ELECT TO UTILIZE SHEET PILING IN ORDER TO STABILIZE BORE PITS.
8. DEPENDING ON TOPOGRAPHY AND STATE REQUIREMENTS, SEDIMENT BARRIER MAY BE
REQUIRED ACROSS THE ENTIRE CONSTRUCTION RIGHT OF WAY AT THE EDGE OF ROAD.
IN ADDITION TO THIS DETAIL, REFER TO THE ENVIRONMENTAL ALIGNMENT DRAWINGS
FOR PLACEMENT OF SEDIMENT BARRIERS.
BORED ROAD /RAILROAD CROSSING
TEMPORARY EROSION CONTROL MEASURE 12X.2
SCALE: N.T.S.
NOT
SURFACE RUNOFF
/ I 1
SPOIL FILE > DIVERSION TERRACE
(Tip.) /
11 1
1
SEE CORE FILTER
OUTLET DETAIL M ,
,�gSPC l \II NI11
DIVERSION TERRACE
II IIII
III II\
ENRANCE SEDWNT BAKRER TO BE
INSTALLED FLUSH 10
I SEDWENT BARRIER SHALL DIVERSION "W" TOP O BERN BE TRENCH 0 INTO ER a SOIL (SE DETA0.)
I
ELEVATION
SEDIMENT BARRIER
(AMOCO CEF -2019)
OR CO WAVY
APPROVED EQUAL
COMPACTED
BACXRII
RUNOFF
A
pp5 TOE ANCHOR
TRENCH
NOTES TRENCH DETAIL
1. SEDIMENT BARRIER HOOKS SHALL BE PLACED AT THE OUTLET OF DIVERSION
TERRACES AS SHOWN ON THE PLAN.
2. ONCE THE DISTURBED AREA IS STABILIZED, THE SEDIMENT BARRIER HOOK
SHALL BE REMOVED AND ANY DISTURBED AREAS CAUSED BY REMOVAL SHALL BE
RETURNED TO ORIGINAL CONDITION AND REVEGETATED
3. SEDIMENT SHALL BE REMOVED WHEN IT REACHES 0.5 FEET IN HEIGHT AT
SEDIMENT BARRIER.
SEDIMENT BARRIER HOOK ps)
SCALE: N.T.S.
REFERENCE DRAWINGS
DRAWING N0. TITLE
MATERIAL SUM MARY
DESCRIPTION
DIVERSION TERRACE
III IIII
l l i l i t
SEDIMENT BARRIER TO BE
INSTALLED FLUSH TO
SEDWINT BARKER SOUL DIVERSION TERRACE
BE TFEHCED PTO TOP OF BAN
500. (SE DETAIL)
L STANDAM SEDIMENT BAKRER
T
b r
FRAWCUS CORE lGGS
ELEVATION
SED EARRIIR
(MIDW CET -2D19) PERT
OR COWART
APPROVED EQUAL
BAORLED
AQ ACT
RUNCfF
A'
POST TOE ANOHON
TRHHOR
NOTES TRENCH DETAIL
1. CORE LOG FILTER OUTLETS SHALL BE PLACED ALONG SEDIMENT BARRIERS AS INDICATED ON THE PLAN,
AS WELL AS WHERE DEEMED NECESSARY BASED ON FIELD OBSERVATIONS.
2. THE FIBROUS CORE LOG SHALL BE REPLACED WITH A NEW CORE LOG WHEN THE ACCUMULATION OF SEDIMENT
IS SUCH THAT THE CORE FILTER OUTLET CANNOT EFFECTIVELY FILTER DISCHARGE WATER.
3. ONCE THE DISTURBED AREA IS STABILIZED, THE CORE FILTER OUTLET SHALL BE REMOVED AND ANY DISTURBED
AREAS CAUSED BY THE REMOVAL SHALL BE RETURNED TO ORIGINAL CONDITION AND REVEGETA TED .
CORE FILTER OUTLET
w �
SCALE: N.T.S.
R E V I S 1 0 N 5 um
DESCRMTK)N
IE FOR APPROVAL URS CoWabon. North CaroEna
North Carohm LbIowi 0 C-2243
NO. 39911
Piedmont
Natural Gas
513 LOOP - EAST
SOIL EROSION
CONTROL DETAILS
NORTH CAROLINA
SHEET 43 OF 48
SURFACE RUNOFF
t 1
> DIVERSION TERRACE ✓
ADD LOGS AS
t _
___✓" L111�1. .. .Yl l�`�
MATERIAL SUM MARY
DESCRIPTION
DIVERSION TERRACE
III IIII
l l i l i t
SEDIMENT BARRIER TO BE
INSTALLED FLUSH TO
SEDWINT BARKER SOUL DIVERSION TERRACE
BE TFEHCED PTO TOP OF BAN
500. (SE DETAIL)
L STANDAM SEDIMENT BAKRER
T
b r
FRAWCUS CORE lGGS
ELEVATION
SED EARRIIR
(MIDW CET -2D19) PERT
OR COWART
APPROVED EQUAL
BAORLED
AQ ACT
RUNCfF
A'
POST TOE ANOHON
TRHHOR
NOTES TRENCH DETAIL
1. CORE LOG FILTER OUTLETS SHALL BE PLACED ALONG SEDIMENT BARRIERS AS INDICATED ON THE PLAN,
AS WELL AS WHERE DEEMED NECESSARY BASED ON FIELD OBSERVATIONS.
2. THE FIBROUS CORE LOG SHALL BE REPLACED WITH A NEW CORE LOG WHEN THE ACCUMULATION OF SEDIMENT
IS SUCH THAT THE CORE FILTER OUTLET CANNOT EFFECTIVELY FILTER DISCHARGE WATER.
3. ONCE THE DISTURBED AREA IS STABILIZED, THE CORE FILTER OUTLET SHALL BE REMOVED AND ANY DISTURBED
AREAS CAUSED BY THE REMOVAL SHALL BE RETURNED TO ORIGINAL CONDITION AND REVEGETA TED .
CORE FILTER OUTLET
w �
SCALE: N.T.S.
R E V I S 1 0 N 5 um
DESCRMTK)N
IE FOR APPROVAL URS CoWabon. North CaroEna
North Carohm LbIowi 0 C-2243
NO. 39911
Piedmont
Natural Gas
513 LOOP - EAST
SOIL EROSION
CONTROL DETAILS
NORTH CAROLINA
SHEET 43 OF 48

SEDIMENT BARRIER SEOMENT BARRIER
(DOM SLOPE SIDE) (TYP.) (DOWN SLOPE SIDE) (TYP.)
i'
SPOL PRF MIN. SPOIL p MIN. OIL
D?AINAGE OI ?CH (T�') WAIERBppY BAMN I I I SPOIL) PILE (TYP.) WATERBODY BANK I I I (TTP.) PILE
rSPOIL PILE
ff(=TEL /� N/ Y 1 hf1II 4T 11 �1 1I1' I 1 1 1! N I1I ( 11 I1 f / l cTYP> II II I I
E NOTE 11) (TIP) (SEE NOTE I) G (TIP) TRENCH PLUG (7P) TRENCH
(SE E NOPE UG )
z
s �
I I I I N
DIVER O
/ I I I I roR
(SEE I NOTE 9) (SEE NOTE / 9)
Z (SEE NOT DIVERSION
Wa � (SEE n07E i 4) I I II I I � (SEE NOTE / 9)
BER
SUDIMENT BARRIER
1
CONSTRUCTION ENTRANCE
(SEE DETAIL CE)
NOTES
1. SEDIMENT BARRIER SHALL BE INSTALLED AT THE BASE OF SLOPES ADJACENT TO ROAD
CROSSINGS WHERE VEGETATION IS DISTURBED, TO INTERCEPT SURFACE RUNOFF.
2. PROTECTION FOR SPOIL PILES SHALL BE INSTALLED ONLY WHERE SEDIMENT BARRIERS
ACROSS THE ENTIRE DISTURBED AREA ARE NOT REQUIRED.
3. SEDIMENT BARRIERS SHALL REMAIN IN PLACE UNTIL PERMANENT REVEGETATION IS
ESTABLISHED.
4. CULVERTS TO BE SIZED AND PLACED WHERE REQUIRED TO MAINTAIN WATER FLOW.
5, CONTRACTOR SHALL BE REQUIRED TO KEEP THE ROAD CLEAN OF DEBRIS AT ALL TIMES.
6 CONTRACTOR MAY ELECT TO UTILIZE SHEET PILING IN ORDER TO STABILIZE PIPE TRENCH.
7 CONTRACTOR MAY ELECT TO UTILIZE WELL- POINTS IN ORDER TO REDUCE THE WATER TABLE
PRIOR TO COMMENCING EXCAVATION.
DEPENDING ON TOPOGRAPHY AND STATE REQUIREMENTS, SEDIMENT BARRIER MAY BE
8' REQUIRED ACROSS THE ENTIRE CONSTRUCTION RIGHT -OF -WAY AT THE EDGE OF ROAD.
IN ADDITION TO THIS DETAIL, REFER TO THE ENVIRONMENTAL ALIGNMENT DRAWINGS
FOR PLACEMENT OF SEDIMENT BARRIERS.
TRENCHED ROAD CROSSING
TEMPORARY EROSION CONTROL MEASURE E
SCALE: N.T.S.
G
TEMPORARY STREAM
CROSSING. (BEC) PEP. DETAIL
(SEE NOTE / 6)
INSTALL REMOVABLE SEDIMENT —4— I N I I I
BARRIER OR DRIVEABLE BERM �s911E'
ACCROSS ROADWAY
NOTES
1. THIS METHOD APPLIES TO MINOR WATERBODY CROSSINGS THAT ARE DEFINED AS WATERBODIES THAT ARE LESS
THAN OR EQUAL TO 10 FEET AT WATERS EDGE AT THE TIME OF CROSSING.
Z SEDIMENT BARRIERS SHALL BE INSTALLED AS DEPICTED AND ALONG DOWN GRADIENT SIDES OF WORK AREAS AND
STAGING AREAS SUCH THAT NO HEAVILY SILT LADEN WATER ENTERS THE WATERBODY OR LEAVES THE CONSTRUCTION
RIGHT OF WAY.
3. HARD DITCH PLUGS MUST REMAIN IN PLACE AT CONVENIENT LOCATIONS TO SEPARATE MAINLINE DITCH FROM THE
WATERBODY CROSSING UNTIL THE WATERBODY IS INSTALLED AND BACKFlLLED.
4. EQUIPMENT OPERATING IN THE WATERBODY SHALL BE UMITED TO THAT NEEDED TO PERFORM CONSTRUCTION. IF
OTHER TYPES OF EQUIPMENT MUST CROSS THE WATERBODY, CONTRACTOR SHALL PROVIDE AND USE TEMPORARY
STREAM CROSSING (BEC).
5. STAGING AREA(S) FOR WATERBODY CROSSING(S). WHEN REQUIRED, SHALL BE LOCATED AT LEAST 50 FEET FROM
WATER'S EDGE AND SHALL BE OF A MINIMUM SIZE NEEDED FOR CONVENIENT PREPARATION.
6. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DAILY AND REPAIRED IF NECESSARY
7. INSTALL DIVERSION TRENCHES AT THE BASE OF ALL SLOPES ADJACENT TO THE WATERBODY.
8. CHEMICALS, FUELS AND LUBRICATING OILS SHALL NOT BE STORED AND EQUIPMENT SHALL NOT BE REFUELED
WITHIN 100 FEET OF THE WATERBODY.
9. INSTALL TRENCH PLUGS ON BOTH SIDES OF THE WATERBODY TO PREVENT DIVERSION OF WATER INTO UPLAND
PORTIONS OF THE PIPELINE TRENCH AND TO KEEP ANY ACCUMULATED TRENCH WATER OUT OF THE WATERODY,
10. CONTRACTOR SHALL POSTPONE GRADING OF RIGHT -CF -WAY IMMEDIATELY ADJACENT TO WATERBODY UNTIL STAGING
AREA IS PREPARED AND WORK IN THE WATERBODY IS READY TO COMMENCE.
11. EXCEPT FOR BLASTING AND OTHER ROCK BREAKING MEASURES, COMPLETE INSTREAM CONSTRUCTION ACTIVITIES
(INCLUDING TRENCHING, PIPE INSTALLATION, BACKFILL, AND RESTORATION QU THE STREAM BED CONTOURS) WITHIN
24 HOURS. STREAM BANKS AND UNCONSOLIDATED STREAM BEDS MAY REQUIRE ADDITIONAL RESTORATION
AFTER THIS PERIOD.
WET MINOR WATERBODY CROSSING m
TEMPORARY EROSION CONTROL MEASURE
(APPLIES TO WATERBODRS 10' WIDE OR LESS AT WATERS EDGE AT TIME OF CROSSING)
SCALE: N.T,S.
RE FE R E N C E DRAWINGS
DRAWING N0. TITLE
WATEFrB00Y -/
/ ' TEMPORARY STREAM PER DETAIL
CROSSING. (BEL) DETAIL
(SEE NOTE f 6)
INSTALL REMOVABLE SEDIMENT
BARRIER OR OR WARZ BERM
ACCROSS ROADWAY
NOTES
1. THIS METHOD APPUES TO INTERMEDIATE WATER BODY CROSSINGS THAT ARE DEFINED AS WATERBODIES THAT ARE
GREATER THAN 10 FEET WIDE BUT LESS THAN OR EQUAL TO 100 FEET WIDE AT THE WATERS EDGE AT THE
TIME OF CONSTRUCTION.
2. SEDIMENT BARRIERS SHALL BE INSTALLED AS DEPICTED AND ALONG DOWN GRADIENT SIDES OF WORK AREAS AND
STAGING AREAS SUCH THAT NO HEAVILY SILT LADEN WATER ENTERS THE WATERBODY OR LEAVES THE
CONSTRUCTION RIGHT OF WAY.
3. HARD DITCH PLUGS MUST REMAIN IN PLACE AT CONVENIENT LOCATIONS TO SEPARATE MAINLINE DITCH FROM THE
WATERBODY CROSSING UNTIL THE WATERBODY IS INSTALLED AND BACKFlLLED.
4. EQUIPMENT OPERATING IN THE WATERBODY SHALL BE LIMITED TO THAT NEEDED TO PERFORM CONSTRUCTION. IF
OTHER TYPES OF EQUIPMENT MUST CROSS THE WATERBODY, CONTRACTOR SHALL PROVIDE AND USE TEMPORARY
STREAM CROSSING (BEC).
5. STAGING AREA(S) FOR WATERBODY CROSSING(S), WHEN REQUIRED, SHALL BE LOCATED AT LEAST 50 FEET FROM
WATER'S EDGE AND SHALL BE OF A MINIMUM SIZE NEEDED FOR CONVENIENT PREPARATION.
6. EROSION AND SEGMENT CONTROL MEASURES SHALL BE INSPECTED DAILY AND REPAIRED IF NECESSARY.
7. INSTALL DIVERSION TRENCHES AT THE BASE OF ALL SLOPES ADJACENT TO THE WATERBODY.
8. CHEMICALS. FUELS AND LUBRICATING OILS SHALL NOT BE STORED AND EQUIPMENT SHALL NOT BE REFUELED
WITHIN 100 FEET OF THE WATERBODY.
9. INSTALL TRENCH PLUGS ON BOTH SIDES OF THE WATERBODY TO PREVENT DIVERSION OF WATER INTO UPLAND
PORTIONS OF THE PIPEUNE TRENCH AND TO KEEP ANY ACCUMULATED TRENCH WATER GUT OF THE WATERODY.
10. CONTRACTOR SHALL POSTPONE GRADING OF RIGHT -OF -WAY ADJACENT TO WATERBODY UNTIL STAGING AREA
IS PREPARED AND WORK IN THE WATERBODY IS READY TO COMMENCE.
11. COMPLETE INSTREAM CONSTRUCTION ACTIVITIES (NOT INCLUDING BLASTING AND OTHER ROCK BREAKING MEASURES)
WITHIN 48 HOURS, UNLESS SITE SPEORC CONDITIONS MAKE COMPLETION WITHIN 48 HOURS INFEASIBLE.
M A T E R I AL S U M M A R Y
OESCRIPTION
WET INTERMEDIATE WATERBODY CROSSING (wC
TEMPORARY EROSION CONTROL MEASURE
(APPLIES TO WATERBODIES GREATER THAN 10' WE)E BUT LESS TRW 100' WIDE
AT WATERS EDGE AT TIME OF CROSSING)
SCALE: N.T.S.
REVISIONS
DESCRIPTION
URS Cmpw*m - W* Cadina
N.M Ca wLic6w6MC -,VC
AK
JOB NO. 39911024
0111 Piedmont
Natural Gas
513 LOOP - EAST
SOIL EROSION
CONTROL DETAILS
NORTH CAROLINA
CHECKED BY: APPROVED ON: SGLE:
SR EK N.T.S.
3 DWI' No: SHEET 44 OF 48 A pTL
5BLE.-SEC- _0051
Mow
SEDIMENT BARRIER SEOMENT BARRIER
(DOM SLOPE SIDE) (TYP.) (DOWN SLOPE SIDE) (TYP.)
i'
SPOL PRF MIN. SPOIL p MIN. OIL
D?AINAGE OI ?CH (T�') WAIERBppY BAMN I I I SPOIL) PILE (TYP.) WATERBODY BANK I I I (TTP.) PILE
rSPOIL PILE
ff(=TEL /� N/ Y 1 hf1II 4T 11 �1 1I1' I 1 1 1! N I1I ( 11 I1 f / l cTYP> II II I I
E NOTE 11) (TIP) (SEE NOTE I) G (TIP) TRENCH PLUG (7P) TRENCH
(SE E NOPE UG )
z
s �
I I I I N
DIVER O
/ I I I I roR
(SEE I NOTE 9) (SEE NOTE / 9)
Z (SEE NOT DIVERSION
Wa � (SEE n07E i 4) I I II I I � (SEE NOTE / 9)
BER
SUDIMENT BARRIER
1
CONSTRUCTION ENTRANCE
(SEE DETAIL CE)
NOTES
1. SEDIMENT BARRIER SHALL BE INSTALLED AT THE BASE OF SLOPES ADJACENT TO ROAD
CROSSINGS WHERE VEGETATION IS DISTURBED, TO INTERCEPT SURFACE RUNOFF.
2. PROTECTION FOR SPOIL PILES SHALL BE INSTALLED ONLY WHERE SEDIMENT BARRIERS
ACROSS THE ENTIRE DISTURBED AREA ARE NOT REQUIRED.
3. SEDIMENT BARRIERS SHALL REMAIN IN PLACE UNTIL PERMANENT REVEGETATION IS
ESTABLISHED.
4. CULVERTS TO BE SIZED AND PLACED WHERE REQUIRED TO MAINTAIN WATER FLOW.
5, CONTRACTOR SHALL BE REQUIRED TO KEEP THE ROAD CLEAN OF DEBRIS AT ALL TIMES.
6 CONTRACTOR MAY ELECT TO UTILIZE SHEET PILING IN ORDER TO STABILIZE PIPE TRENCH.
7 CONTRACTOR MAY ELECT TO UTILIZE WELL- POINTS IN ORDER TO REDUCE THE WATER TABLE
PRIOR TO COMMENCING EXCAVATION.
DEPENDING ON TOPOGRAPHY AND STATE REQUIREMENTS, SEDIMENT BARRIER MAY BE
8' REQUIRED ACROSS THE ENTIRE CONSTRUCTION RIGHT -OF -WAY AT THE EDGE OF ROAD.
IN ADDITION TO THIS DETAIL, REFER TO THE ENVIRONMENTAL ALIGNMENT DRAWINGS
FOR PLACEMENT OF SEDIMENT BARRIERS.
TRENCHED ROAD CROSSING
TEMPORARY EROSION CONTROL MEASURE E
SCALE: N.T.S.
G
TEMPORARY STREAM
CROSSING. (BEC) PEP. DETAIL
(SEE NOTE / 6)
INSTALL REMOVABLE SEDIMENT —4— I N I I I
BARRIER OR DRIVEABLE BERM �s911E'
ACCROSS ROADWAY
NOTES
1. THIS METHOD APPLIES TO MINOR WATERBODY CROSSINGS THAT ARE DEFINED AS WATERBODIES THAT ARE LESS
THAN OR EQUAL TO 10 FEET AT WATERS EDGE AT THE TIME OF CROSSING.
Z SEDIMENT BARRIERS SHALL BE INSTALLED AS DEPICTED AND ALONG DOWN GRADIENT SIDES OF WORK AREAS AND
STAGING AREAS SUCH THAT NO HEAVILY SILT LADEN WATER ENTERS THE WATERBODY OR LEAVES THE CONSTRUCTION
RIGHT OF WAY.
3. HARD DITCH PLUGS MUST REMAIN IN PLACE AT CONVENIENT LOCATIONS TO SEPARATE MAINLINE DITCH FROM THE
WATERBODY CROSSING UNTIL THE WATERBODY IS INSTALLED AND BACKFlLLED.
4. EQUIPMENT OPERATING IN THE WATERBODY SHALL BE UMITED TO THAT NEEDED TO PERFORM CONSTRUCTION. IF
OTHER TYPES OF EQUIPMENT MUST CROSS THE WATERBODY, CONTRACTOR SHALL PROVIDE AND USE TEMPORARY
STREAM CROSSING (BEC).
5. STAGING AREA(S) FOR WATERBODY CROSSING(S). WHEN REQUIRED, SHALL BE LOCATED AT LEAST 50 FEET FROM
WATER'S EDGE AND SHALL BE OF A MINIMUM SIZE NEEDED FOR CONVENIENT PREPARATION.
6. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DAILY AND REPAIRED IF NECESSARY
7. INSTALL DIVERSION TRENCHES AT THE BASE OF ALL SLOPES ADJACENT TO THE WATERBODY.
8. CHEMICALS, FUELS AND LUBRICATING OILS SHALL NOT BE STORED AND EQUIPMENT SHALL NOT BE REFUELED
WITHIN 100 FEET OF THE WATERBODY.
9. INSTALL TRENCH PLUGS ON BOTH SIDES OF THE WATERBODY TO PREVENT DIVERSION OF WATER INTO UPLAND
PORTIONS OF THE PIPELINE TRENCH AND TO KEEP ANY ACCUMULATED TRENCH WATER OUT OF THE WATERODY,
10. CONTRACTOR SHALL POSTPONE GRADING OF RIGHT -CF -WAY IMMEDIATELY ADJACENT TO WATERBODY UNTIL STAGING
AREA IS PREPARED AND WORK IN THE WATERBODY IS READY TO COMMENCE.
11. EXCEPT FOR BLASTING AND OTHER ROCK BREAKING MEASURES, COMPLETE INSTREAM CONSTRUCTION ACTIVITIES
(INCLUDING TRENCHING, PIPE INSTALLATION, BACKFILL, AND RESTORATION QU THE STREAM BED CONTOURS) WITHIN
24 HOURS. STREAM BANKS AND UNCONSOLIDATED STREAM BEDS MAY REQUIRE ADDITIONAL RESTORATION
AFTER THIS PERIOD.
WET MINOR WATERBODY CROSSING m
TEMPORARY EROSION CONTROL MEASURE
(APPLIES TO WATERBODRS 10' WIDE OR LESS AT WATERS EDGE AT TIME OF CROSSING)
SCALE: N.T,S.
RE FE R E N C E DRAWINGS
DRAWING N0. TITLE
WATEFrB00Y -/
/ ' TEMPORARY STREAM PER DETAIL
CROSSING. (BEL) DETAIL
(SEE NOTE f 6)
INSTALL REMOVABLE SEDIMENT
BARRIER OR OR WARZ BERM
ACCROSS ROADWAY
NOTES
1. THIS METHOD APPUES TO INTERMEDIATE WATER BODY CROSSINGS THAT ARE DEFINED AS WATERBODIES THAT ARE
GREATER THAN 10 FEET WIDE BUT LESS THAN OR EQUAL TO 100 FEET WIDE AT THE WATERS EDGE AT THE
TIME OF CONSTRUCTION.
2. SEDIMENT BARRIERS SHALL BE INSTALLED AS DEPICTED AND ALONG DOWN GRADIENT SIDES OF WORK AREAS AND
STAGING AREAS SUCH THAT NO HEAVILY SILT LADEN WATER ENTERS THE WATERBODY OR LEAVES THE
CONSTRUCTION RIGHT OF WAY.
3. HARD DITCH PLUGS MUST REMAIN IN PLACE AT CONVENIENT LOCATIONS TO SEPARATE MAINLINE DITCH FROM THE
WATERBODY CROSSING UNTIL THE WATERBODY IS INSTALLED AND BACKFlLLED.
4. EQUIPMENT OPERATING IN THE WATERBODY SHALL BE LIMITED TO THAT NEEDED TO PERFORM CONSTRUCTION. IF
OTHER TYPES OF EQUIPMENT MUST CROSS THE WATERBODY, CONTRACTOR SHALL PROVIDE AND USE TEMPORARY
STREAM CROSSING (BEC).
5. STAGING AREA(S) FOR WATERBODY CROSSING(S), WHEN REQUIRED, SHALL BE LOCATED AT LEAST 50 FEET FROM
WATER'S EDGE AND SHALL BE OF A MINIMUM SIZE NEEDED FOR CONVENIENT PREPARATION.
6. EROSION AND SEGMENT CONTROL MEASURES SHALL BE INSPECTED DAILY AND REPAIRED IF NECESSARY.
7. INSTALL DIVERSION TRENCHES AT THE BASE OF ALL SLOPES ADJACENT TO THE WATERBODY.
8. CHEMICALS. FUELS AND LUBRICATING OILS SHALL NOT BE STORED AND EQUIPMENT SHALL NOT BE REFUELED
WITHIN 100 FEET OF THE WATERBODY.
9. INSTALL TRENCH PLUGS ON BOTH SIDES OF THE WATERBODY TO PREVENT DIVERSION OF WATER INTO UPLAND
PORTIONS OF THE PIPEUNE TRENCH AND TO KEEP ANY ACCUMULATED TRENCH WATER GUT OF THE WATERODY.
10. CONTRACTOR SHALL POSTPONE GRADING OF RIGHT -OF -WAY ADJACENT TO WATERBODY UNTIL STAGING AREA
IS PREPARED AND WORK IN THE WATERBODY IS READY TO COMMENCE.
11. COMPLETE INSTREAM CONSTRUCTION ACTIVITIES (NOT INCLUDING BLASTING AND OTHER ROCK BREAKING MEASURES)
WITHIN 48 HOURS, UNLESS SITE SPEORC CONDITIONS MAKE COMPLETION WITHIN 48 HOURS INFEASIBLE.
M A T E R I AL S U M M A R Y
OESCRIPTION
WET INTERMEDIATE WATERBODY CROSSING (wC
TEMPORARY EROSION CONTROL MEASURE
(APPLIES TO WATERBODIES GREATER THAN 10' WE)E BUT LESS TRW 100' WIDE
AT WATERS EDGE AT TIME OF CROSSING)
SCALE: N.T.S.
REVISIONS
DESCRIPTION
URS Cmpw*m - W* Cadina
N.M Ca wLic6w6MC -,VC
AK
JOB NO. 39911024
0111 Piedmont
Natural Gas
513 LOOP - EAST
SOIL EROSION
CONTROL DETAILS
NORTH CAROLINA
CHECKED BY: APPROVED ON: SGLE:
SR EK N.T.S.
3 DWI' No: SHEET 44 OF 48 A pTL
5BLE.-SEC- _0051

36
� x
rMENT BARRIER DOIN SLOPE SOIL) (TYP,)
1.3Y8
1.331SAKR FOOT
SPOIL PILE
`'
WATERBCOY BMtlf I
SPA PILE CREEK BANK SAD SAG
(TIP., DAMS
I, -Q, MAX.
STEEL POST (TIP.)
FIRE FENCE
FILTER
STEEL. POSE (i1P.)
- -- -- -I
— - Y - - -- - - --
- - - - -- '`�, —�
— — - --
-
FABIIC
I..AA"
WATER LEVEL FLUME PPE
I (/ \ 1
I I I WATER ROW
F�ENFRS
N
CREEK BOTTOM PPELIE
BACKFLL
- -- - -- -.— -
TRENCH PLUG (1P) 11NDICN RUC (TP)
(SEE NOTE 10)
a•
1`4 W00^11
'd
(SEE
NOTE 10) EXCAVATED TRENCH
a I "88°
a
SECTION "A—A'
p
lINNOTE I a)
pp
CREEK BANK SAND BAG DAM
14 GAUGE WTH 71 6
NATIVE
Milk
SOIL
4•
OPE
FLUME PPE ( R DENTS WATER LEVEL
F
HOLES AND
SDIMENT BARRIER 10 BE TIED
SADBAGS MTIf
SANDIA LINER TO
UPSTREAM a
— -
'~ — —
\ %
FLUME PPE -
•� 5' MIN.
TO WR FENCE AT TOP t BOTTOM
NTH RE AT 7 f00i w'ERVALS
SECTION
rpS0EM
i
(SE�NOIE 5)D�
WA7ERBODY
NOTES
R�
EIXOSSNG. (.C) -PER DETAIL TRENCH PLUG \ PAN � TRENCH PLUG
1, REINFORCED SEDIMENT BARRIER SHALL BE INSTALLED i0 FILTER SEDIMENT N AREAS WHERE EXCESAYE
END OF SEDIMENT BARRIER
(SEE NOTE 1 3)
SLOPE RE'DERS STANDARD SEDIMENT BARRIER NEFTECTIVE.
TIE ENDS OF SEGMENT
— .— �- -------- `- - -- -�—
1 1 SECTION 'B —B"
2. NSTMUna5S SHALL HE PET THE SEDIMENT STALL BE REMOVED MEN IT
FEET
4 -G. BARKER TOGETHER
FLOW
INSTALL RTIOVASLE SEGMENT
BARRIER OR DINYEABIF BGA1 r I� I
AT SEDIMENT NT BARRIER.
REACHES 0.5 N HEIGHT AT SEDIMENT BAAREA.
MN.
FLOW
ACCROSS ROABWAY
1 REINFORCED SEDIMENT BARRIER SHALL BE LETT IN PLACE UNTIL PERMANENT VEGETATIVE COVER IS
ESTABLISHED.
NOTES
t. SEDIMENT BARRIERS SHALL INSTALLED AS AND ALONG GRADIENT SEES
6. THE RATE PPE MUST BE 97E0 TO PREVENT IMPEDENENT OF THE FLOW AND TO
4. REINFORCED SEDIMENT BARKER SHALL BE REPLACED MIENEVTER IT HAS DETERIORATED TO SUCH AN EXTENT
POST
( T'YP. )
OF IN THAT NO
W ERR( ARIAS AND STAGING C AREA$ 4X71 THAT OF HEAVY SILT LADEN WATER ENTERS THE
ADEN WATER E
FA1Ef�90DY OR LEAVES THE CONSTRUCTION R(9NT -OF -WAY.
THE LNG
DOWNSTREAM FLOW RATES TO PROTECT AQUATIC UFC AND PREVENT THE N'ERUPiKN a EXISTING
DOIINSIREAM USES.
THAT IT REDUCES THE EFFECTIVENESS OF THE REINFORCED SEDIMENT BARRIER.
NAX
2. HARD RUGS MUST PLACE CONVENIENT LOCATIONS TO SEPARATE MANLIKE
1. ERDSWN AND SEGMENT CONTROL MEASURES $HALL INSPECTED DAILY AND
e. AREA DISTURBED AS A RETLT OF REMOVING THE REINFORCED SEGMENT BARRIER SHALL BE
FROM DYCR S
DITCH FROM THE FA7ERBODY CROSSING WILL THE WA'F/®OOY CROSSING IS INSTALLED AND
IL
BACFIIED.
REPAIRED K NECESSARY
RESTABILRED BY SEEDING N ACCORDANCE NTH THE REYEGETATION RAH,
BEGINNING a SEGMENT BARRIER
3. EQUIPMENT OPERATING IN THE WAIERBODY SHALL BE LIMITED TO THAT NEE=
TO PERFOM CONSTRUCTION, IF OTHER TYPES OF EQIPMENT MUST CROSS
S. INSTALL L DIVERSION TRENCHES AT THE BAS OF ALL SLOPES ADJACENT TO
THE
6. REINFORCED SEDMENT BARRIER SHALL BE PLACED TO FOLLOW (RUN PARALLEL TO) TK CONTOURS.
OVERLAP DETAIL
THE WAERBODY, CONTRACTOR SHALL PROVIDE AND USE A TEMPORARY STREAM M-BNG (BEC).
9. CHEMICALS, FUELS AND LUBtICATiNG OLS SHALL NOT BE STORED AND EQUIPMENT
7. ON UPSLOPE INSTALLATIONS, BOTH ENDS OF THE REINFORCED SEDIMENT BARRIER SHALL BE TURNED
4. STAGING AREA(Sl FOR WATERBOOY GROSSNGI IMLRRII1� ,W, §,WEKM�Nk@ jPARAnON.
SHALL NOT BE REFUELED WTHN 100 FEET OF TIE WATERBODY.
AND EXTENDED UPSOPE.
50 FEE' FROM WATER'S EDIT AND SHALL BE
10. INSTALL TRENCH RUGS ON BOTH SIDES OF THE WAW?BWY TO PREVENT DIVERSION OF
5. FLLA'I LROSSING METHOD REOUREIIETI75 INCLUDE:
WATER INTO UPLAND PORTIONS OF THE PIPELINE TRENCH All TO KEEP ANY ACCUMULATED
(A) INSTALL fWNE PIPE(5) AFTER & ALONG (IF NEQSSARY), BUT BEFOd ANY 7RQNCIINC.
B USE SAND BAG OR D
TTRNCH WATER OUT OF THE RATERSOOY.
BAC A!D RASnC SFEEIINC VERSION S7RUCILRE Ot EQAVALEN7
TO DEVELOP AN EFFECITVE SEAL AND 10 OVERT STREAM FLCW THP.O.DW ME RULE PPE
11 CONTRACTOR SNDML POSTPONE GRADING OF RIGHT -OF -WAY IMMEDIATELY ADJACENT TO WATEABODY
SERI).
PRO
UNTIL STAGING AREA IS PREPARED AND WORK IN THE FATERBODY IS READY TO COMMENCE.
() PERLFY�IdHGNRUE PPE(SD TD PAEKN7 BAKKYEROSIONWA S7REANBED SCWEFFECTVE
(p) DO NOT REMOVE FLUME PIPE dFtlNG 7RENLIING, RIPE EALING, OR BACKFLLINC AC71N11E5,
OP M'IAL STREAK 8E0 RESTCRAITON GFORTS.
(El ROOK ALL RUNG APES AND DAN$ THAT AR NOi AL50 PART CF THE EQIIPMENT BRIX,E AS
SOON 45 fiNAL CIEPNUP Qi THE 511EAY BED PID BAN! b LUPLEE.
FLUME CROSSING
REINFORCED SEDIMENT BARRIER
Fx
Rio
TEMPORARY EROSION CONTROL MEASURE
TEMPORARY
EROSION CONTROL MEASURE
SCALE: N.T.S.
SCALE: N.T.S.
i
i
i
ti
S
I
t
i
N O T E 5
R
E F E k E N C E D RD -- I N G S
MAT S U N M A R Y
R E V I S D O
u04M
Piedmont
DRAWING NO
TITLE
NO
DESCRIPTION
DTI (ACTUAL)
NO
DATE
By
DESCRIPTION
URS Ca
Li- Rah Grata
0111 Natural Gas
A
1 23 13
ELT
ISSUE FOR APPROVAL
,*w
Naar CenTBnF License M C•7143
513 LOOP - EAST
SOIL EROSION
AK.
CONTROL DETAILS
NORTH CAROLINA
..
DFAWN 9Y:
CHECKED W: APWROVED 81': SCALE:
OHW
SR OC N.T.S.
JOB NO. 39911024
DATE 01 23/13
DRAWING NO: _ T - SKEET 45 OF 46 I A

3�
e
PLAN
GEOTEK fE
FABRIC
(iOEXNE lABDC i0 &
RAap BENEATH S1HUIf.
12" 0
O.SD MIN. p
NSA R -2 (1.5' - 3.5)
COARSE GATE �
SEE NOTE 4
WHERE:
PROFILE
D -PIPE DIAMETER (SEE ALIGNMENT SHT)
NOTES C = COVER DEPTH (12• MIN)
1. PERIODICALLY CHECK BRIDGE INSTALLATION AND REMOVE BUILD -UP OF SEDIMENT OR
DEBRIS ON BRIDGE.
2. CULVERTS SHALL BE PLACED AT LEAST ONE -HALF (112) THEIR DIAMETER APART,
3. MATERIALS PLACED IN STREAM CHANNEL SHALL BE COMPLETELY REMOVED DURING FINAL
CLEAN -UP. REMOVAL OF THIS ITEM 15 NOT CONTINGENT UPON ESTABLISHMENT OF
PERMANENT VEGETATION.
4. RIPRAP (OR ROCK) TO 10" AVERAGE DIAMETER CAN BE USED FOR ALL BUT THE TOP 6"
OF STONE FILL. THE TOP 6" MUST CONSIST OF NSA R -2 (1.5" - 3.5•) COARSE
AGGREGATE.
CULVERT EQUIPMENT CROSSING cEc
SCALE: N.T.S.
NOTES
WARM POST TO K PLACED N
RNO DRECILY MFR RPEIX
1001A,
SURFACE RUNOFF
SEDIMENT BARRER
(DORN SLOPE SIDE) (TYP.)
t
SPOIL PILE -T MIN. f- 5POL PILE
(TYP.) \ WATERBODY BANK —+ I (TTYR)
SOFT PLUG -NT N Ll 'Y /-(SEE MOTE 13)
DIVERSION
E) STRING
ACE SPAN DETAIL
BRN
b
NOTE 9) t lJ
(SE NOTE 11❑
(SEE NOTE 3) AO G NRE TOME" e,
.VERSION TERRACE
GGeIEC1ro ro RNCE POlr Wrx
❑ NI
IIEAim IWBA IRAA'E. EE DOLTS ( R) Trot DOTTOM
(1 I I
I�I
II�I��I
WIN. TI LE FOR 10full O
1001A,
SURFACE RUNOFF
SEDIMENT BARRER
(DORN SLOPE SIDE) (TYP.)
t
SPOIL PILE -T MIN. f- 5POL PILE
(TYP.) \ WATERBODY BANK —+ I (TTYR)
SOFT PLUG -NT N Ll 'Y /-(SEE MOTE 13)
SCALE: N.T.S.
NOTES
1. CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIAL TO RESTORE FENCE TO ORIGNAL CONDITION.
2. POSTS. WRE AND OTHER MATERIAL SHALL BE SAME AS OR EQUIVALENT MATERIAL TO MATCH EXISTING
FENCE.
3. BRACE SPAN TO BE CONSTRUCTED QH EACH SIDE OF PIPELINE RIGHT -OF -WAY, PRIOR TO INITIAL
ONSIUMTUNG Of FENCE,
4. ACTUAL DEPTH REQUIRED TO BE SET BY MAT IS REQUIRED TO ACHIEVE A STABLE SUPPORT POST.
5. UNDER NO CNCUMSTANCES SHALL FENCE POSTS BE PLACED DIRECTLY OVER COMPANYS PIPELINES.
CONSULT COMPANY AUTHORIZED REPRESENTATIVE FOR LOCATIONS OF FENCE POSTS ADJACENT TO
COMPANY PIPELINES.
FENCE RESTORATION
SCALE: N.T.S.
R E F E R E N C E D R A W I N G S
DRAWING NO. TITLE
SEBMDIT BARRIER
(AMOCO CEF -2019)
OR COMPANY
i APPROVED EQUAL
HA BA E
ELEVATION CO/PACRD
BAIXFAI
RINOlF
4 1 6
POST- TOE AN.
7RENOH
TRENCH DETAIL
NOTES
1. REINFORCED SEDIMENT BARRIER HOOKS SHALL BE PLACED AT THE OUTLET OF DIVERSION
TERRACES AS SHOWN ON THE PLAN.
2. ONCE THE DISTURBED AREA IS STABILIZED, THE REINFORCED SEDIMENT BARRIER HOOK
SHALL BE REMOVED AND ANY DISTURBED AREAS CAUSED BY REMOVAL SHALL BE
RETURNED TO ORIGINAL CONDITION AND REVEGETATED.
3. SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE -THIRD THE HEIGHT OF THE
SEDIMENT BARRIER,
MAT E RIAL S U M MARY
DESCRIPTION
REINFORCED SEDIMENT BARRIER HOOK
osz
SCALE: N.T.S.
REVISIONS
DESCRIPTION
NOTES
T. THIS METHOD APPLIES TO WATERBODIES THAT ARE DRY AT THE TIME OF CROSSING.
2. SEDIMENT BARRIERS SHALL BE INSTALLED AS DEPICTED AND ALONG DOWN GRADIENT SIDES OF WORK AREAS SUCH
THAT NO HEAVILY SILT LADEN WATER ENTERS THE WATERBOOY OR LEAVES THE CONSTRUCTION RIGHT OF WAY.
3. SOFT PLUGS SHALL BE INSTALLED FOLLOWING EXCAVATION OF MAINLINE DITCH THROUGH THE WATERBODY,
4. EQUIPMENT OPERATING IN THE WATERBODY SHALL BE LIMITED TO THAT NEEDED TO PERFORM CONSTRUCTION. IF
OTHER TYPES OF EQUIPMENT MUST CROSS THE WATERBODY, CONTRACTOR SHALL PROVIDE AND USE A
TEMPORARY STREAM CROSSING (BEC).
S. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED DAILY AND REPAIRED IF NECESSARY.
6. CHEMICALS, FUELS AND LUBRICATING OILS SHALL NOT BE STORED AND EQUIPMENT SHALL NOT BE REFUELED
WITHIN 100 FEET OF WATERBODY.
7, INSTALL DIVERSION TRENCHES AT THE BASE OF ALL SLOPES ADJACENT TO THE WATERBODY.
8. MAINLINE FABRICATED PIPE STRING MAY SPAN DRY WATERBODY CROSSING IN PREPARATION FOR LOWER IN PHASE OF
CONSTRUCTION.
9. DRY WATERBODY MAY BE TRENCHED IN SEQUENCE WITH NORMAL TRENCHING OPERATIONS AND PIPE INSTALLED
THROUGH DRY WATERBODY CROSSING MAY BE INSTALLED IN CONJUCTION WITH UPSTREAM AND DOWN STREAM PIPE.
DRY WATERBODY CROSSING
TEMPORARY EROSION CONTROL MEASURE
(APPLIES TO IIATERBODIES �W AT TIME OF CROSSING)
SCALE: N.T.S.
um
URS Corporation • NOrti Cadna
Nbfi Ca0&M License t C-nQ
AK_
JOB NO. 39911024
HPiedmont
AVINatural Gas
5B LOOP - EAST
SOIL EROSION
CONTROL DETAILS
SR I DC N.T.S.
DATWNG NO: SHEET 46 OF 48 A
3 5BLE- SEC -DTL -007 —
DIVERSION
E) STRING
ACE SPAN DETAIL
BRN
b
NOTE 9) t lJ
(SE NOTE 11❑
(SEE NOTE 3) AO G NRE TOME" e,
.VERSION TERRACE
GGeIEC1ro ro RNCE POlr Wrx
❑ NI
IIEAim IWBA IRAA'E. EE DOLTS ( R) Trot DOTTOM
(1 I I
(i1P) EACH DM0WAL NNE 0 HAVE A
WIN. TI LE FOR 10full O
❑ 111 ( (l
Q 0
DRY WATERBODY
EOUPIENi CROSSING
_ yy
f? ��
O O SEDIMENT BARRIER TO M
(SEE NOTE 1 4)
"1
Q INSTALLED FLUSH TO
DIVERSION TERRACE
INSTALL RENOVABE SEDIMENT
❑ ❑ ❑ ❑
. p
BARRIER OR DRIVEABLE BERM
H ii! f OA PEATEU
ACCROSS ROADWAY
' RIME PAST (M.)
SEGMENT BARRIER SHALL
BE TRENCHED INTO
I C -0• MR.1
SOR (SEE DETAIL) i} n
SCALE: N.T.S.
NOTES
1. CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIAL TO RESTORE FENCE TO ORIGNAL CONDITION.
2. POSTS. WRE AND OTHER MATERIAL SHALL BE SAME AS OR EQUIVALENT MATERIAL TO MATCH EXISTING
FENCE.
3. BRACE SPAN TO BE CONSTRUCTED QH EACH SIDE OF PIPELINE RIGHT -OF -WAY, PRIOR TO INITIAL
ONSIUMTUNG Of FENCE,
4. ACTUAL DEPTH REQUIRED TO BE SET BY MAT IS REQUIRED TO ACHIEVE A STABLE SUPPORT POST.
5. UNDER NO CNCUMSTANCES SHALL FENCE POSTS BE PLACED DIRECTLY OVER COMPANYS PIPELINES.
CONSULT COMPANY AUTHORIZED REPRESENTATIVE FOR LOCATIONS OF FENCE POSTS ADJACENT TO
COMPANY PIPELINES.
FENCE RESTORATION
SCALE: N.T.S.
R E F E R E N C E D R A W I N G S
DRAWING NO. TITLE
SEBMDIT BARRIER
(AMOCO CEF -2019)
OR COMPANY
i APPROVED EQUAL
HA BA E
ELEVATION CO/PACRD
BAIXFAI
RINOlF
4 1 6
POST- TOE AN.
7RENOH
TRENCH DETAIL
NOTES
1. REINFORCED SEDIMENT BARRIER HOOKS SHALL BE PLACED AT THE OUTLET OF DIVERSION
TERRACES AS SHOWN ON THE PLAN.
2. ONCE THE DISTURBED AREA IS STABILIZED, THE REINFORCED SEDIMENT BARRIER HOOK
SHALL BE REMOVED AND ANY DISTURBED AREAS CAUSED BY REMOVAL SHALL BE
RETURNED TO ORIGINAL CONDITION AND REVEGETATED.
3. SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE -THIRD THE HEIGHT OF THE
SEDIMENT BARRIER,
MAT E RIAL S U M MARY
DESCRIPTION
REINFORCED SEDIMENT BARRIER HOOK
osz
SCALE: N.T.S.
REVISIONS
DESCRIPTION
NOTES
T. THIS METHOD APPLIES TO WATERBODIES THAT ARE DRY AT THE TIME OF CROSSING.
2. SEDIMENT BARRIERS SHALL BE INSTALLED AS DEPICTED AND ALONG DOWN GRADIENT SIDES OF WORK AREAS SUCH
THAT NO HEAVILY SILT LADEN WATER ENTERS THE WATERBOOY OR LEAVES THE CONSTRUCTION RIGHT OF WAY.
3. SOFT PLUGS SHALL BE INSTALLED FOLLOWING EXCAVATION OF MAINLINE DITCH THROUGH THE WATERBODY,
4. EQUIPMENT OPERATING IN THE WATERBODY SHALL BE LIMITED TO THAT NEEDED TO PERFORM CONSTRUCTION. IF
OTHER TYPES OF EQUIPMENT MUST CROSS THE WATERBODY, CONTRACTOR SHALL PROVIDE AND USE A
TEMPORARY STREAM CROSSING (BEC).
S. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED DAILY AND REPAIRED IF NECESSARY.
6. CHEMICALS, FUELS AND LUBRICATING OILS SHALL NOT BE STORED AND EQUIPMENT SHALL NOT BE REFUELED
WITHIN 100 FEET OF WATERBODY.
7, INSTALL DIVERSION TRENCHES AT THE BASE OF ALL SLOPES ADJACENT TO THE WATERBODY.
8. MAINLINE FABRICATED PIPE STRING MAY SPAN DRY WATERBODY CROSSING IN PREPARATION FOR LOWER IN PHASE OF
CONSTRUCTION.
9. DRY WATERBODY MAY BE TRENCHED IN SEQUENCE WITH NORMAL TRENCHING OPERATIONS AND PIPE INSTALLED
THROUGH DRY WATERBODY CROSSING MAY BE INSTALLED IN CONJUCTION WITH UPSTREAM AND DOWN STREAM PIPE.
DRY WATERBODY CROSSING
TEMPORARY EROSION CONTROL MEASURE
(APPLIES TO IIATERBODIES �W AT TIME OF CROSSING)
SCALE: N.T.S.
um
URS Corporation • NOrti Cadna
Nbfi Ca0&M License t C-nQ
AK_
JOB NO. 39911024
HPiedmont
AVINatural Gas
5B LOOP - EAST
SOIL EROSION
CONTROL DETAILS
SR I DC N.T.S.
DATWNG NO: SHEET 46 OF 48 A
3 5BLE- SEC -DTL -007 —

SURFACE RUNOFF
PLAN
MIN MIN. GRADED
COIAPaCTEO EARTH MDGE
3:1 OR MTTER SLOPE
3;1 OR FATTEN SLOPES
CC!`7I(1A1 A - A
TEMPORARY AND PERMANENT
DIVERSION TERRACES
PERCENT OF
LAND SLOPE
SPACING
(IN FEET)
15 - 25Z
50
10 - 15Z
au
6 - 10%
125
3 - 6S
200
lu
300
NOTES
1. DURING CONSTRUCTION, DIVERSON TERRACES SHALL BE PREPARED AT THE END OF EACH
WORK DAY.
2. WHERE SLOPE OF CONSTRUCTION AREA EXCEEDS THAT FOR SAFE INSTALLATION, TERRACES
SHALL BE INSTALLED AT BASE OF SLOPE ONIY.
3. AFTER EARTH DISTURBING WORK HAS BEGUN, DIVERSION TERRACES SHALL BE INSTALLED
AS SOON AS IS PRACTICABLE AT THE SPACING SHOWN IN THE ABOVE TABLE OR AS 94OWN
ON THE DRAWINGS.
4. TEMPORARY AND PERMANENT DIVERSION TERRACES ARE REWIRED AT ALL WATERBODY
CROSSINGS AND UPSLOPE FROM ALL WETLAND BOUNDARIES.
5, THE DIVERSION TERRACE OUTLET SHALL BE LOCATED INHERE RUNOFF WILL BE RELEASED
ONTO AN EXISTING WELL- VEGETATED AREA. IN THE ABSENCE OF A WELL- VEGETATED
AREA, AN OUTLET STRUCTURE (OSI) MUST BE INSTALLED AT THE DIVERSION TERRACE
OUTLET.
6. PERMANENT DIVERSION TERRACES SHALL BE REVEGETATED WITH THE RIGHT OF WAY
STABILIZATION. CHANNEL LINERS MAY BE REWIRED FOR VELOCITIES GRATER
THAN 25 GPS.
DIVERSION TERRACE (WATERBAR)
TEMPORARY AND PERMANENT ov
EROSION CONTROL MEASURE
SCALE: N.T.S.
RIM PLUG TO BE KEYED
PTO aOTTOI O TRENCH.
(SEE NOTE 2)
2' MIN.�I i 1 8077
II I I � OHfryOH
> I
LSPAQNG AS SNO,N OI FLAN 1
8• Y6L
(AT NOTE 2)
PROFILE
Woo PLUS Two
PLUG DESCRIPTION
PLUG MATERIAL
SACK
1/2 N. FT. SACKS LT
TRENCH PLUG
WELL SIFTED SOIL OR SAND
FOAM
URE7HA
4 AMED
FO P PLACE
TRENCH PLUG
I —All
TRENCH PLUG
CROSS - SECTION
NOTES
1. TOP SOIL SHALL NOT BE USED IN TRENCH PLUGS
2. TRENCH PLUG SHALL BE KEYED TO SIDES AND BOTTOM OF TRENCH.
3. TRENCH PLUGS SHALL BE INSTALLED AT THE BANKS OF ALL
WATERBODIES AND AT THE BOUNDARIES OF ALL WETLAND
CROSSINGS AND AS INDICATED ON THE CONSTRUCTION DRAWINGS
IMMEDIATELY AFTER TRENCH EXCAVATION. THE PLUGS MAY BE
TEMPORARILY REMOVED DURING PIPE PLACEMENT, BUT THEN REPLACED.
4. TRENCH PLUGS SHALL BE LEFT IN PLACE WHEN THE TRENCH 15 BACKFILLEO
TRENCH PLUG /BREAKER
TP
TEMPORARY AND PERMANENT
EROSION CONTROL MEASURE
SCALE: N.T.S.
REFERENCE DRAWINGS
DRAWING NO. I TITLE
STNS IRROUGH CONSIRrnm
FENCE TO RESTRAIN, N AWE
IS GREATER MAN 5 PERCENT
2' . 2'
STAKES
SEE NOTES FOR CONNECTION
O 1105E TO FILTER BAG (NOTE 6)
ISTAKE AT 2.5' C.0 CONSIRLIC" SAFETY F94CE
III HOLD ON SLOPES =A111C - AD
EAG
M//i D . 119 SLOPE
�i
SECTION
NOTES
1. FILTER BAG SHALL BE PLACED ON A SLOPING OR LEVEL, WELL VEGETATED SITE
SUCH THAT WATER WILL FLOW AWAY FROM DEMCE AND ANY WORK AREAS.
2. THE FILTER BAG MUST BE STAKED IN PLACE IF THE FILTER BAG 15 PLACED ON A
SLOPE GREATER THAN 5 PERCENT.
3. FILTER BAG SHALL NOT BE USED FOR DISCHARGE FLOWS GREATER THAN 300 GPM,
4. CONTRACTOR SHALL PROPERLY REMOVE AND PROPERLY DISPOSE OF USED FILTER BAGS
IMMEDIATELY UPON COMPLETION OF DEWATERING OPERATIONS. UNDER NO CIRCUMSTANCES
SHALL USED FILTER BAGS BE LEFT IN PLACE FOR A PERIOD OF TIME GREATER THAN 46
HOURS AFTER DEWATERING OPERATIONS ARE COMPLETE.
5. SEDIMENT FROM BAG SHALL BE SPREAD IN AN UPLAND AREA WITHIN THE CONSTRUCTION
CORRIDOR AND THE AREA SHALL BE STABILIZED AND REVEGETATED.
6. TO ATTACH HOSE, CUT OPEN CORNER OF FILTER BAG, GATHER UP MATERIAL AND CLAMP
TO A SHORT SECTION OF STEEL PIPE. CLAMP HOSE TO OTHER END OF PIPE. BOTH
CONNECTIONS SHALL BE WATERTIGHT.
7. CONTRACTOR SHALL ONLY INSTALL ONE DEWATERING HOSE PER FILTER BAG.
S. RUNOFF SHALL NOT CHANNEL OR CREATE EROSIONAL ISSUES.
MATERIAL 5 U M M A R Y
DESCRIPTION
FILTER BAG �D
TEMPORARY EROSION CONTROL MEASURE
SCALE: N.T.S.
REVISIONS
DESCRIPTION
SFO PILE
sucTaN uR
tPFEUNENCM
FILTER FABRIC
FLOATING INTAKE
TO OENAIERPG
STRUCTURE (DSI)
OR FILTER BAG (FB).
NOTES
1. WATER PUMPED OUT OF TRENCH SHALL NOT BE DISCHARGED INTO WATERWAYS. WATER SHALL
BE DISCHARGED INTO A FILTER BAG OR DEWATERING STRUCTURE.
2. PUMP SHALL BE CONTROLLED SO THAT DISCHARGE DOES NOT OVERFLOW DEWATERING
STRUCTURE.
3, PUMP SUCTION HOSE MUST NOT BE ALLOWED TO COME IN CONTACT WITH TRENCH BOTTOM.
PROVISIONS MUST BE MADE TO ELEVATE THE SUCTION HOSE TO AT LEAST ONE FOOT ABOVE
THE BOTTOM OF THE PIPE TRENCH UNTIL BOTTOM DEWATERING IS NECESSARY.
4, DEWATERING SHALL NOT OCCUR DURING TIMES OF HEAVY RAINFALL EXCEPT AS REQUIRED TO
PREVENT FLOODING OF CONSTRUCTION EQUIPMENT LOCATED IN BORE PITS AND TRENCHES.
5. PUMPS UTILIZED DURING DEWATERNG SHALL BE PLACED WITHIN SECONDARY CONTAINMENT
IF POSITIONED WITHIN 100 FEET OF A WETLAND OR WATERBODY.
TRENCH DEWATERING
TEMPORARY EROSION CONTROL MEASURE
SCALE: N.T.S.
URS CogvAw • No* Caa6AA
NOM Cw** LimuI a C•2243
JOB NO. 39911024
NZIPiedmont
Natural Gas
51113 LOOP - EAST
SOIL EROSION
CONTROL DETAILS
SHEET 47 OF
N.T
A

OTYPICAL CONVENTIONAL PIPELINE CONSTRUCTION
25'
PROPOSED
2 TIE IN (BELL HOLE)
EXCAVATION PROFILE
[MISIYW SD'
ORIGHT PARALLEL LAY WITH EXISTING PIPELINE
VIFiES
12' TRENCH
DESCRIPTION
SI_T FENCE
N O T E S
1. ALL EXCAVATION SHALL MEET THE REQUIREMENTS OF OHSA 29 CFR 1926.
56 LOOP - EAST
SOIL EROSION
TYPICAL WORKSPACE CONSTRUCTfON METHOD
OPEN CUT - CONVENTIONAL
2. ONLY AUTHORIZED PERSONNEL ARE PERMITTED IN EXCAVATED AREA.
3. CAVE —IN PROTECTION BY SLOPING:
a. IF THE SOIL 15 ANALYZED, CATEGORIZED AND DOCUMENTED BY A QUALIFIED AND COMPETENT PERSON AS
DRAWN BY
DHW
TYPE A, B. OR C SOIL, THE SLOPE WILL BE AS FOLLOWS:
TYPE A — 3/4 (H) TO 1 (V), TYPE B — 1 TO 1, TYPE C — 1% TO 1.
DRAWING NO: SHEET 48 OF 48 A
0. IF THE SOIL IS NOT ANALYZED AND CATEGORIZED BY A QUALIFIED AND COMPETENT PERSON, THE SOIL SLOPE
r�SYa�.
WILL BE CONSIDERED TYPE "C" k SLOPED ACCORDING TO OSHA STANDARDS CFR 1926 SUPPORT "P ". THE
SLOPE WILL BE FROM THE TOE OF THE TRENCH AND WILL BE CONSISTENT THROUGHOUT THE TRENCH WALL.
4. VERTICAL WALL (DOES NOT INCLUDE BENCHES) AND VERTICAL CUTS ARE ALLOWED ONLY AS LISTED BELOW:
ORIGHT PARALLEL LAY WITH EXISTING PIPELINE
URSCarporab.I- N.MCamh.
NNorth Caro&w Licence ► C -2243
ON NON - WORKING SIDE
DESCRIPTION
IE FOR APPROVAL
N O T E S
1. ALL EXCAVATION SHALL MEET THE REQUIREMENTS OF OHSA 29 CFR 1926.
56 LOOP - EAST
SOIL EROSION
TYPICAL WORKSPACE CONSTRUCTfON METHOD
OPEN CUT - CONVENTIONAL
2. ONLY AUTHORIZED PERSONNEL ARE PERMITTED IN EXCAVATED AREA.
3. CAVE —IN PROTECTION BY SLOPING:
a. IF THE SOIL 15 ANALYZED, CATEGORIZED AND DOCUMENTED BY A QUALIFIED AND COMPETENT PERSON AS
DRAWN BY
DHW
TYPE A, B. OR C SOIL, THE SLOPE WILL BE AS FOLLOWS:
TYPE A — 3/4 (H) TO 1 (V), TYPE B — 1 TO 1, TYPE C — 1% TO 1.
DRAWING NO: SHEET 48 OF 48 A
0. IF THE SOIL IS NOT ANALYZED AND CATEGORIZED BY A QUALIFIED AND COMPETENT PERSON, THE SOIL SLOPE
JOB NO. 39911024
WILL BE CONSIDERED TYPE "C" k SLOPED ACCORDING TO OSHA STANDARDS CFR 1926 SUPPORT "P ". THE
SLOPE WILL BE FROM THE TOE OF THE TRENCH AND WILL BE CONSISTENT THROUGHOUT THE TRENCH WALL.
4. VERTICAL WALL (DOES NOT INCLUDE BENCHES) AND VERTICAL CUTS ARE ALLOWED ONLY AS LISTED BELOW:
TYPE A — VERTICAL CUT CAN BE A MAX. OF 3% FT. IN HEIGHT WITH A 3/4 (H) TO 1 (V) SLOPE BUT CAN NOT
BE MORE THAN 8 FT. DEEP. VERTICAL CUT CAN BE A MAXIMUM OF 3% FT. IN HEIGHT BETWEEN 8 TO
12 FT. IN DEPTH BUT THE SLOPE INCREASES TO 1 TO 1 ABOVE THE VERTICAL CUT.
TYPE B — VERTICAL CUT NOT ALLOWED, EXCEPT FOR A BENCH CUT IN COHESIVE 8 SOIL.
TYPE C — VERTICAL CUT NOT ALLOWED. SLOPE TO TOE.
SLOPE H
V�
VERTICAL WALL
6" BEDDIN
REQUIRED SLOPE OF UNSHORED EXCAVATION WALLS
N CTES
R E F E P. EN CE
DRAWINGS
i MATERIAL SUMMARY
DRAWING NO.
TITLE
1 NO. 1 DESCRIPTION CITY (ACTUAL)
I NO, I DATE
i ToPSOa
PRDPOSED 1Z' RED40Ni �.
lMTURAL GAS NP[LK _�
SLDPE (1' YaNYUY COrLR) {� l0' TRENCHED E[UVAMM ENiSfiYG ID" GAS PWELiNE
6- BCDDING (TIT.)
ZS' I SS'
G LEFT PARALLEL LAY WITH EXISTING PIPELINE
ON NON - WORKING SIDE
REVISION S
URSCarporab.I- N.MCamh.
NNorth Caro&w Licence ► C -2243
Piedmont
0111 Natural Gas
DESCRIPTION
IE FOR APPROVAL
AK
56 LOOP - EAST
SOIL EROSION
TYPICAL WORKSPACE CONSTRUCTfON METHOD
OPEN CUT - CONVENTIONAL
DRAWN BY
DHW
CHECKED BY: APPROVED BY: SCALE:
SR DC N.T.S.
DATE:
01 /23/13
DRAWING NO: SHEET 48 OF 48 A
JOB NO. 39911024