20130719 Ver 1_401 Application_20130713

P`1
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FISHER &
ARNOLD, INC.
• Engineers
• Environmental
Consultants
-Planners
• Surveyors
1420 Donelson Pike
Suite Al2
Nashville, TN 37217
615- 383 -6300
Fax: [phone]
20130719
July 11, 2013
NC DWQ, WBSCP Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
FedEx Address:
NC DWQ, WBSCP Unit
512 North Salisbury Street !Z-M&L
Raleigh, NC 27604
Attn: Karen Higgins
RE: PRE - CONSTRUCTION NOTIFICATION PACKAGE
PIEDMONT NATURAL GAS, MESSER ROAD LINE 294 EXTENSION
BURKE COUNTY, NORTH CAROLINA
Enclosed'please find five copies of the Pre - Construction Notification (PCN) package
for the proposed Messer Road Line 294 Extension gas line project in Burke County,
North Carolina. The applicant for this project is Piedmont Natural Gas, 4720
Piedmont Row Drive, Charlotte, North Carolina 28210.
The proposed project will temporarily impact jurisdictional waters of the State. We
would like to obtain coverage under Water Quality Certification 3884 to construct the
project. The fee of $570 is enclosed. This project will cross 8 streams and 3
wetlands with open cuts. It will cross 2 streams with HDD bores. Temporary road
crossings will be placed at each of the streams and wetlands.' It is requested that 2
of these crossings remain in place once construction is complete.
Thank you for your consideration of this application. If you have questions or need
additional information please contact Suzanne Herron at (615) 383 -6300 or by email
at sherron @fisheramold.com.
Sincerely, @ [RU V o][
FISHER & ARNOLD, INC.
JUL 12 2013
UNMAN Ift
-
tQUe�
Suzann . Herron, P.E., CPESC
cc: Mr. Jim Kalish, PNG
Mr. William Elliott, USACE
Mr. David McHenry, NC Wildlife Resources Commission
Enclosures

24 1 3p T 1 8
0
Q <
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the Corps:
® Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number. 12 or General Permit (GP) number.
1 c. Has the NWP or GP number been verified by the Corps?
® Yes ❑ No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ® No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑Yes 5§ No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2. Project Information
2a. Name of project:
Messer Road Piedmont Natural Gas Line 294 Exten r!r
2b. County:
Burke
2c. Nearest municipality / town:
Valdese, Morganton 2 201
2d. Subdivision name:
NA
2e. NCDOT only, T.I.P. or state project no:
NA Nrt - WATEh. Bts
3. Owner Information
3a. Name(s) on Recorded Deed:
Piedmont Natural Gas by easement - Individual owners listed in supplemental info
3b. Deed Book and Page No.
Listed in supplemental information
3c. Responsible Party (for LLC if
applicable):
Jim Kalish, Piedmont Natural Gas
3d. Street address:
4720 Piedmont Row Drive
3e. City, state, zip:
Charlotte, NC 28210
3f. Telephone no.:
(704) 731 -4598
3g. Fax no.:
(704) 731 -4098
3h. Email address:
jim.kalish @piedmontng.com
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: Responsible party for construction
4b. Name:
Jim Kalish
4c. Business name
(if applicable):
Piedmont Natural Gas
4d. Street address:
4720 Piedmont Row Drive
4e. City, state, zip:
Charlotte, NC 28210
4f. Telephone no.:
(704) 731 -4598
4g. Fax no.:
(704) 731 -4098
4h. Email address:
jim.kalish @piedmontng.com
5. Agent/Consultant Information (if applicable)
5a. Name:
Suzanne Herron
5b. Business name
(if applicable):
Fisher & Arnold, Inc.
5c. Street address:
1420 Donelson Pike, Suite A -12
5d. City, state, zip:
Nashville, TN 37217
5e. Telephone no.:
(615) 383 -6300
5f. Fax no.:
(615) 360 -8476
5g. Email address:
sherron @fisheramold.com
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
See supplemental information
1b. Site coordinates (in decimal degrees):
Latitude: 35.7375 Longitude: -81.613806
1c. Property size:
21 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Project corridor crosses McGalliard Creek, Unnamed Tributaries of
McGalliard Creek, Unnamed Tributaries of Hunting Creek, and an
Unnamed Tributary of Howard Creek
2b. Water Quality Classification of nearest receiving water.
All - WS-IV
2c. River basin:
Catawba
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
See attached project area description
3b. List the total estimated acreage of all existing wetlands on the property: 0.29
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 500
3d. Explain the purpose of the proposed project:
Install a 3 mile long 12" natural gas transmission pipeline from Messer Road to Bethel Road to ensure an adequate supply of gas to the area.
3e. Describe the overall project in detail, including the type of equipment to be used:
The line will be installed by traditional open cut methods and by horizontal directional drilling (HDD).
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
Comments: Wetiandslstreams depicted on project drawings were
delineated by Dial Cordy and Associates Inc.
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Rahlff Ingle
Agency /Consultant Company: Dial Cordy and Associates Inc.
Other.
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
S. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary
2b.
Type of impact
2c.
Type of wetland
'
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 -
Choose one
YeslNo
-
W2 -
Choose one
YeslNo
-
W3 -
Choose one
YeslNo
-
W4 -
Choose one
Yes/No
-
W5 -
Choose one
Yes/No
-
W6 -
Choose one
Yes/No
-
2g. Total Wetland Impacts:
2h. Comments:
See attached table
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 -
Choose one
-
S2 -
Choose one
-
-
S3 -
Choose one
_
_
S4 -
Choose one
-
-
S5 -
Choose one
S6 -
Choose one
3h. Total stream and tributary impacts
3i. Comments:
See attached table
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
O2 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
S. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWO)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation. then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet )
6g.
Zone 2
impact
(square
feet
B1 -
Yes/No
82 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
85 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Temporary impacts at two of the stream crossings will be minimized through the use of horizontal directional drilling (HDD) installation methods
All land clearing within wetlands will be conducted in accordance with the NC Forestry Best Management Practices (BMPs) Manual
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
® Yes ❑ No
2b. If yes, mitigation is required by (check all that apply):
® DWQ ® Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
®Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete N Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
0.134 acres
0. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments: Request has been submitted to NCEEP
S. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0.01 %
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
The amount of impervious area on the site will be under 10,000 SR
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this roject?
City of Morganton
❑ Phase II
3b. Which of the following locally - implemented storrnwater management programs
❑ NSW
USMP
apply (check all that apply):
pp y)'
Water Supply Watershed
❑ Other.
3c. Has the approved Stormwater Management Plan with proof of approval been
❑Yes ® No
attached?
4. DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a. Which of the following state - implemented stormwater management programs apply
(check all that apply):
BORW
Session Law 2006-246
❑Other.
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes
® No
use of public (federal /state) land?
1b. If you answered "yes° to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes' to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑Yes
No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Welland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑Yes
® No
or Riparian Buffer Rules (15A NCAC 2B.0200)?
2b. Is this an after -the -fact permit application?
❑Yes
®No
2c. If you answered 'yes' to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
[]Yes
® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes' to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Typically, community development follows the construction of roadways and sewer lines. This project is to construct a gas line.
Therefore, it is not
expected that community development would be a cumulative impact of the construction of this pipeline.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NCNHP online database has no EO records for federally listed species In the immediate vicinity of the project
Request for project review has been submitted to the USFWS Asheville Field Office 8
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes Q No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Project is located in the western Piedmont region of NC
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Request for project review has been submitted to the NC State Historic Preservation Office (SHPO)
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
Q Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
Pipelines will be buried beneath floodplains and stream beds; and therefore, will not obstruct or inhibit water flow in floodplains.
8c. What source(s) did you use to make the floodplain determination?
NC Floodplain Mapping Program, Floodplain Mapping Information System (FMIS)
Suzanne Heron
-1111115
Applicant/Agents Printed Name
tsign nUAgenrs Signature
Date
(Agere is valid only if an authorization
the applicant is provided.)
Page 10 of 10

ATTACHMENTS
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The project area is a proposed 3.25 - mile -long, east -west oriented natural gas pipeline easement in Burke County, NC. The
eastern terminus of the proposed easement is located -0.5 mile west of Valdese at Messer Road, and the western terminus is
located —0.5 mile east of Morganton at Bethel Road. The project corridor encompasses -0.5 mile of new permanent
easements, -2.75 miles of existing permanent easements, permanent lateral expansion areas along the margins of the
existing easements, and temporary workspace easements along the lateral margins of the new and expanded permanent
easements. The total width of the project corridor, including both the permanent and temporary easements, ranges from 50
to 65 feet. The existing easements contain grasses and other weedy herbaceous species that are maintained by periodic
mowing. Land uses associated with the lateral expansion areas and new easements consist primarily of low to medium
density residential development, cropland and pasture, and forest land. Several religious institutions and small industrial
facilities are also present in the vicinity of the project corridor.
The project corridor traverses a series of broad ridges that are separated by narrow drainageways. The predominant upland
soil map units in the project area are Fairview sandy clay loam, Rhodiss sandy loam, and Woolwine- Fairview complex. The
narrow floodplains along McGalliard Creek and its nearest tributary to the east are mapped as Colvard sandy loam,
occasionally flooded. Small inclusions of alluvial soils along the remaining small streams in the project area are not mapped
in the Burke County Soil Survey. Natural communities have largely been eliminated by development and conversion to
agricultural land use. Remaining areas of relatively natural vegetation include highly fragmented patches of mesic hardwood
and pine- hardwood communities on the lower portions of slopes, dry oak - hickory forests on upper slopes and ridge tops, and
narrow wet hardwood communities along the margins of small streams. Forested wetlands within the project area have a
canopy that is dominated by red maple (Acer rubrum), yellow poplar (Liriodendron tulipifera), and /or green ash (Fraxinus
pennsylvanica). Typical wetland shrubs and midstory species include ironwood (Carpinus corohniana); American holly (Ilex
opaca), river alder (Alms serrulato), cane (Arundinaria gigantea), and Chinese privet (Ligustrum sinense). The generally
sparse herbaceous stratum is dominated by rushes (Juncus spp.), sedges (Carex spp.), and Japanese honeysuckle (Lonicero

2. Wetland Impacts
Wetland
Type of
Area of
Impact #
Type of Impact
Type of Wetland
Forested
Jurisdiction
Impact
Perm (P) or
Corps or
(acres)
Temp (T)
DWQ
WETLAND 1(Abuts Unnamed Tributary of McGalliard Creek)
W1 T
Excavation (Pipeline)
Disturbed Herbaceous
No
Corps
0.029
Fill (Temp Access Road)
Community
W2 T/P
Excavation (Pipeline) /Land Clearing (Permanent ROW)
Bottomland
Yes
Corps
0.005
Hardwood Forest
W3 P
Land Clearing (Permanent ROW)
Bottomland
Yes
Corps
0.008
Hardwood Forest
W4 T
Land Clearing (Temporary Work Space)
Bottomland
Hardwood Forest
Yes
Corps
0.0004
WETLAND 2 (Abuts Unnamed Tributaries of McGalliard Creek)
W4 T
Excavation (Pipeline)
Disturbed Herbaceous
No
Corps
0.124
Fill (Temp Access Road)
Community
W5 T/P
Excavation (Pipeline) /Land Clearing (Permanent ROW)
Bottomland
Yes
Corps
0.040
Hardwood Forest
W6 P
Land Clearing (Permanent ROW)
Bottomland
Yes
Corps
0.030
Hardwood Forest
WETLAND 3 (Abuts Unnamed Tributary of Hunting Creek)
W7 T/P
Excavation (Pipeline) /Land Clearing (Permanent ROW)
Bottomland
Yes
Corps
0.036
Fill (Temp Access Road) /Land Clearing (Permanent ROW)
Hardwood Forest
W8 P
Land Clearing (Permanent ROW)
Bottomland
Yes
Corps
0.015
Hardwood Forest
Total
0.2874
3. Stream Impacts
Stream
Type of
Avg
Impact
Impact #
Type of Impact
Stream Name
Perennial or
Jurisdiction
Stream
Length
Perm (P) or
Intermittent
Corps or
Width
(linear ft)
Temp (T)
DWQ
(ft)
S1 T
Excavation (Pipeline)
Unnamed Trib of McGalliard Creek
P
Corps
6
40
Culvert (Temp Access Road)
S2 T
Excavation (Pipeline)
Unnamed Trib of McGalliard Creek
P
Corps
3
40
Culvert (Temp Access Road)
S3 P
Culvert (Perm Access Road)
Unnamed Trib of McGalliard Creek
P
Corps
4
20
S4 P
Culvert (Perm Access Road)
McGalliard Creek
P
Corps
12
20
S5 T
Excavation (Pipeline)
Unnamed Trib of McGalliard Creek
P
Corps
6
40
Culvert (Temp Access Road)
S6 T
Excavation (Pipeline)
Unnamed Trib of McGalliard Creek
I
Corps
3
40
Culvert (Temp Access Road)
S7 T
Excavation (Pipeline)
Unnamed Trib of Howard Creek
I
Corps
2
50
Culvert (Temp Access Road)
S8 T
Excavation (Pipeline)
Unnamed Trib of Hunting Creek
P
Corps
6
50
Culvert (Temp Access Road)
S9 T
Excavation (Pipeline)
Unnamed Trib of Hunting Creek
P
Corps
6
40
Culvert (Temp Access Road)
S10 T
Excavation (Pipeline)
Unnamed Trib of Hunting Creek
P
Corps
2
40
Culvert (Temp Access Road)
Total
380

U.S. Army Corps of Engineers
Application for Department of the Army Permit
Supplemental Information
Messer Road Line 294 Extension
From near Messer Drive to near Bethel Road
Burke County, North Carolina
The information listed here is in addition to that provided on the permit application.
This information is additionally going to the NC Wildlife Resources Commission to determine if
the project will impact trout waters.
This project will have approximately 0. 134 acres of permanent conversion of forested wetlands
to non - forested wetlands. Therefore, it is expected that mitigation will be required. This
mitigation is currently being worked out.
The Agent Authorization form signed by Piedmont Natural Gas (PNG) is attached. PNG is in
the process of obtaining easements from the homeowners along the route.
A draft Archaeological Survey for the Proposed Piedmont Natural Gas Messer Road Pipeline,
Burke County, North Carolina was sent to the North Carolina State Historic Preservation Office
on July 1, 2013. A copy of the Abstract is attached. Once the SHPO coordination is received, it
will be forwarded to the USACE and DWQ.
Stream 1 and Wetland 1
Stream 1 and the associated wetland, Wetland 1, (pages C -1 and C -2) is an unnamed tributary
to McGalliard Creek to be crossed with an open cut. The existing permanent easement at this
crossing is 50 -feet wide and the temporary easement is 10 -feet wide. The temporary easement
is the only new easement at this location.
Stream Impacts: The stream impact will be approximately 20 -feet wide. A 20 -foot wide
temporary road crossing may also be placed across the creek at this location. The location of
the temporary road crossing will be determined in the field at the time of construction.
Wetland Impacts: The wetland impact within the entire easement (permanent and temporary)
will be approximately 1956 square feet (0.04 acre). This includes the pipeline installation and
the temporary road crossing. The impacted area within only the temporary easement (new
easement) is 320 square feet (0.007 acre).
Latitude: 35.7366 Longitude: 81.5939
Property owners:
• Tract 8 Owner(s): Tony Deal, Chris Deal and Rhonda Elkins
• PIN:2733034095
• Deed book and page: 662/29
• Property address: 2716 Ellis Deal Ave., Valdese, NC 28690
• Mailing address: 2692 Ellis Deal Ave., Valdese, NC 28690
• Tract 9 Owner(s): Robert J and Shannon W Clark
• PIN:2733032040
• Deed book and page: 1790/98
• Property/Mailing address: 2686 Ellis Deal Ave., Valdese, NC 28690
- - - -- - ---- 1 Page

Stream 2
Stream 2 (page C -2) is an unnamed tributary to McGalliard Creek to be crossed with an open
cut. The existing easement at this crossing is currently 25 -feet wide and the proposed
permanent easement is 50 -feet wide with a temporary easement of 10 -feet wide. The stream
impact will be approximately 20 -feet wide. A 20 -foot wide temporary road crossing may also be
placed across the creek at this location. The location of the temporary road crossing will be
determined in the field at the time of construction.
Latitude: 35.7365 Longitude: 81.5951
Property owners:
• Tract 10 Owner(s): James Daniel and Lisa H. Sessions
• PIN:2723934074
• Deed book and page: 765/1766
• Property /Mailing address: 2921 High Peak Road, Valdese, NC 28690
Stream 3
Stream 3 (page C -3) is an unnamed tributary to McGalliard Creek to be crossed by horizontal
directional drilling (HDD). The stream will not be cut for the placement of the pipeline. The
existing easement at this crossing is 40 -feet wide and the proposed permanent easement is
approximately 25 -feet wide for a total permanent easement of 65 -feet. A 20 -foot wide
"temporary" road crossing will be placed across the creek at this location. The location of the
°temporary" road crossing will be determined in the field at the time of construction. The
property owner at this site has requested that the °temporary" road crossing be left in place
once construction is complete. This is to provide access to other parts of the property. The
culvert will be appropriately sized for the drainage area.
Latitude: 35.7375 Longitude: 81.6021
Property owners:
• Tract 18 Owner(s): George Wayne and Sherlene Stamey
• PIN:2723737083
• Deed book and page: 2055/92
• Mailing address: 2928 Messer Road, Valdese, NC 28690
Stream 4
Stream 4 (page C-4) is McGalliard Creek and will be crossed by horizontal directional drilling
(HDD). The stream will not be cut for the placement of the pipeline. The existing permanent
easement at this crossing is 50 -feet wide. No temporary easement is to be acquired. A 20 -foot
wide "temporary" road crossing will be placed across the creek at this location. The location of
the "temporary" road crossing will be determined in the field at the time of construction. The
property owner at this site has requested that the "temporary" road crossing be left in place
once construction is complete. This is to provide access to other parts of the property. The
culvert will be appropriately sized for the drainage area.
Latitude: 35.7372 Longitude: 81.6039
Property owners:
• Tract 19 Owner(s): George Wayne and Sherlene Stamey
• PIN:2723732321
• Deed book and page: 2055/92
• Property address: 3681 Goins Ave., Valdese, NC 28690
• Mailing address: 2928 Messer Road, Valdese, NC 28690
- -- - ------------------------------------ - - - - -- -- -- - - - - -- - - --
21Page

Streams 5a and 5b and Wetland 2
Streams 5a and 5b and the associated wetland, Wetland 2, (page C-6) are unnamed tributaries
to McGalliard Creek to be crossed with an open cut. The existing permanent easement at this
crossing is 50 -feet wide. No temporary easement is to be acquired.
Stream Impacts: The stream impact will be approximately 20 -feet wide for each of the two
crossings. A 20 -foot wide temporary road crossing may also be placed across the creeks at this
location. The location of the temporary road crossing will be determined in the field at the time
of construction.
Wetland Impacts: The wetland impact will be approximately 8454 square feet (0.19 acre). This
includes the pipeline installation and the temporary road crossing.
Latitude: 35.7375 Longitude: 81.6144
Property owners:
• Tract 28 Owner(s): Claude N and Verlie M Roper (L.E.) /Cynthia Renee Harwood and
Roxanne R. Webb
• PIN: 2723433655
• Deed book and page: 775/238, 2083/688 -690
• Property address: Off Road 1525, Valdese, NC 28690
• Mailing address: 3173 Westview St., Valdese, NC 28690
Stream 6
Stream 6 (page C -8) is an unnamed tributary to Howard Creek to be crossed by the new 12-
inch gas line and the re -route of the 6 -inch gas line with an open cut. This proposed permanent
easement at this crossing is 50 -feet wide. No temporary easement is to be acquired. The
stream impact will be approximately 40 -feet wide for the installation of the two pipelines. A 20-
foot wide temporary road crossing may also be placed across the creek at this location. The
location of the temporary road crossing will be determined in the field at the time of construction.
Latitude: 35.7375 Longitude: 81.6273
Property owners:
• Tract 49 Owner(s): Morganton First Church of God
• PIN:2723034554
• Deed book and page: 768/746
• Property address: 3001 Franklin Lane, Valdese, NC 28690
• Mailing address: PO Box 1404, Morganton, NC 28680
Stream 7 and Wetland 3
Stream 7 and the associated wetland, Wetland 3, (page C -10) is an unnamed tributary to
Hunting Creek to be crossed by the new 12 -inch gas line and the re -route of the 6 -inch gas line
with an open cut. The proposed permanent easement at this crossing is 50 -feet wide. No
temporary easement is to be acquired.
Stream Impacts: The stream impact will be approximately 40 -feet wide for the two crossings. A
20 -foot wide temporary road crossing may also be placed across the creek at this location. The
location of the temporary road crossing will be determined in the field at the time of construction.
Wetland Impacts. The wetland impact will be approximately 2234 square feet (0.05 acre). This
includes the pipeline installation and the temporary road crossing.
Latitude: 35.7347 Longitude: 81.6340
Property owners:
• Tract 59 Owner(s): Hank Junior and Deborah B. Barker
• PIN:2713823616
• Deed book and page: 746/1923
• Property /Mailing address: 2689 Moose Lodge St., Morganton, NC 28655

Streams 8a and 8b
Streams 8a and 8b (page C -11) are unnamed tributaries to Hunting Creek to be crossed with an
open cut. The existing permanent easement at this crossing is 50 -feet wide. No temporary
easement is to be acquired. The stream impact will be approximately 20 -feet wide at each
crossing. A 20 -foot wide temporary road crossing may also be placed across the creek at this
location. The location of the temporary road crossing will be determined in the field at the time
of construction.
Crossing 8a Latitude: 35.7331 Longitude: 81.6397
Crossing 8b Latitude: 35.7330 Longitude: 81.6399
Property owners:
• Tract 63 Owner(s): Tillman A Powell, Jr.
• PIN:2713725006
• Deed book and page: 1972/937
• Property address: Off Brookridge Dr., Morganton, NC 28655
• Mailing address: 1116 Katherine St., Valdese, NC 28690
• Tract 64 Owner(s): Morganton Nueva Vida Church of God
• PIN: 2713615726
• Deed book and page: 1678/243
• Property address: 1311 Bethel Rd., Morganton, NC 28655
• Mailing address: PO Box 1078, Morganton, NC 28680

• Engineers
• Envirom rental
consultants
• Planners
• Surveyors
1420 Mahon Pike
Suite At
Nashville, TN 37217
615483 -6300
Fax: [phone]
www.11sheramold.com
AGENT AUTHORIZATION FORM
Date: July 10, 2013
Project Information
Project Name: Messer Road Line 294 Extension, Burke County, NC
Type of Project: Installation of new natural gas line
Location: From Messer Road to Bethel Road, Burke County, NC
Property Owner /Representative Information
Business Name: Piedmont Natural Gas
Mailing Address: 4720 Piedmont Row Drive
City, State, Zip Code: Charlotte, NC 28210
Telephone No.: (704) 7314598
Contact Name: Jim Kalish, Senior Project Manager
Anent Information
Business Name:
Fisher & Arnold, Inc.
Street Address:
1420 Donelson Pike, Suite Al2
City, State, Zip Code:
Nashville, TN 37217
Telephone No.:
(615) 383 -6300
Contact Name:
Suzanne Herron
Authorization
I, James Kalish of Piedmont Natural Gas hereby authorize
Fisher & Arnold, Inc. to act as agent with the U.S. Army Corps of Engineers and the
N.C. Division of Water Quality pursuant to obtaining the necessary Section
10 /404 /401 /Buffer permits, as applicable, related to the above - referenced project(s).
Signature:
Date: 1--1
?Id
M tl::� A"

0
50101 Governor's Drive
Suite 250
Chapel Hill, NC 27517
919.530.8446 PHONE
919.530.8525 Fax
www.TRCsolutions.com
July 1, 2013
Ms. Renee Gledhill - Earley
North Carolina State Historic Preservation Office
4617 Mail Service Center
Raleigh, NC 276994617
Re: Piedmont Natural Gas Messer Road Pipeline, Burke County
Dear Ms. Gledhill - Earley:
On behalf of Fisher & Arnold, Inc., and Piedmont Natural Gas Company, Inc., enclosed for review please
find a draft report concerning recent archaeological survey and evaluation conducted by TRC for the
proposed Messer Road pipeline in Burke County. To facilitate the review, a copy is also being provided
directly to Linda Hall at the Western Office. The associated site forms are being sent directly to Susan
Myers at the OSA.
We look forward to the results of your review. Please do not hesitate to contact me at (919) 530 -8446
x222; or via email at [e-mail], should you have any questions or concerns regarding the
report or this project.
Sincerely,
Qz., -,1L 0. t..l✓-
Paul Webb
Principal Archaeologist, Chapel Hill
cc: Rick 11�ayo, Fisher & Arnold, Inc.
Linda Hall, OS

:y
ARCHAEOLOGICAL SURVEY FOR THE PROPOSED
PIEDMONT NATURAL GAS MESSER ROAD PIPELINE,
BURKE COUNTY, NORTH CAROLINA
DRAFT REPORT
Submitted to:
FISHER & ARNow, INC.
1420 Donelson Pike, Suite Al2
Nashville, Tennessee 37217
By:
TRC ENVIRONMENTAL CORPORATION
50101 Governors Drive, Suite 250
Chapel Hill, North Carolina 27517
Authored by:
Bruce Idol
June 2013

• r
ABSTRACT
TRC Environmental Corporation (TRC) has completed an archaeological survey for the proposed
Piedmont Natural Gas (PNG) Messer Road pipeline, extending from east of SR 1726 (Messer Road) west
to SR 1704 (Bethel Road) in Burke County, North Carolina. The proposed corridor defines the Area of
Potential Effects (APE), which is roughly 3.25 miles (5.24 km) long and ranges from 50 ft (15 m) to 154
ft (47 m) wide and includes the proposed permanent and temporary corridor easements, a regulator site,
and several temporary workspace locations.
There are no previously recorded archaeological sites within the APE. Available early to mid - twentieth
century maps depict a few structures near the APE, but it is unlikely that these were within the project
APE.
The field survey was conducted from April 17 —May 2, 2013, and was directed by Bruce Idol. The survey
included the excavation of 245 shovel tests (including delineation tests), as well as inspection of eroded or
plowed surfaces. Much of the project area consists of undeveloped wooded or agricultural areas and was
characterized by moderately eroded soils. The corridor also traverses multiple residential areas, and part
of the corridor extends around the Morganton First Church of God and its associated recreation areas.
Shovel tests in those areas encountered moderately to severely eroded soils.
The survey identified four new archaeological sites (31 BK548 -31 BK551) and one isolated find
(31BK547) within the APE. All four sites (31BK548, 31BK549, 31BK550, and 31BK551) and the
isolated find (31BK547) produced prehistoric lithic artifacts, none of which is temporally diagnostic. Site
numbers were not assigned to ambiguous late nineteenth to twentieth century artifact scatters or isolated
finds encountered along the corridor, as these appear entirely attributable to discard and cannot be linked
to any particular late nineteenth to early twentieth century occupation. No subsurface cultural features
were encountered by the survey. One of the sites (31BK551) contains high density concentrations of
quartz debris in intact soil horizon contexts, but does not appear to contain stratified deposits.
Four of the five identified resources (31BK547, 31BK548, 31BK549, and 31BK550) appear to lack the
integrity, artifact density, and/or site clarity (the potential to distinguish among different occupations) that
would allow them to produce substantial information concerning the prehistory and/or history of the area
(National Register of Historic Places [NRHP] Criterion D), and also do not appear significant under any
of the other NRHP eligibility criteria. TRC recommends that these four resources be determined not
eligible for the NRHP, and recommends no additional archaeological investigation in association with
this project.
31BK551 produced an unusually high concentration (over 20,000 pieces) of quartz artifacts and debris
that likely represents Archaic period quarry/workshop activity. Most of these were recovered from intact,
B horizon contexts in a single 1 x 1 in test unit excavated in an upland setting. Since the survey and
evaluation fieldwork was limited to the project corridor, the overall NRHP status of 31BK551 is
considered unassessed. It is extremely unlikely that additional work within the corridor would provide
additional information, however, and no additional archaeological investigations are recommended in
association with this project.

Lo
FISHER &
ARNOLD, INC.
• Engineers
-Environmental
Consultants
-Planners
• Surveyors
1420 Donelson Pike
Suite Al2
Nashville, TN 37217
615- 383 -6300
Fax, 615- 383 -6341
July 11, 2013
Mr. William Elliott
Asheville Regulatory Field Office
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801 -5006
RE: PRE - CONSTRUCTION NOTIFICATION PACKAGE
PIEDMONT NATURAL GAS, MESSER ROAD LINE 294 EXTENSION
BURKE COUNTY, NORTH CAROLINA
Enclosed please find a Pre - Construction Notification (PCN) package for the
proposed Messer Road Line 294 Extension gas line project in Burke County, North
Carolina. The applicant for this project is Piedmont Natural Gas, 4720 Piedmont
Row Drive, Charlotte, North Carolina 28210.
The proposed project will temporarily impact jurisdictional waters of the State. We
would like to obtain coverage under Nationwide Permit 12 to construct the project.
This project will cross 8 streams and 3 wetlands with open cuts. It will cross 2
streams with HDD bores. Temporary road crossings will be placed at each of the
streams and wetlands. It is requested that 2 of these crossings remain in place
once construction is complete.
Thank you for your consideration of this application. If you have questions or need
additional information please contact Suzanne Herron at (615) 383 -6300 or by email
at sherron @fisheramold.com.
Sincerely,
FISHER & ARNOLD, INC.
Suzanne B. Herron, P.E., CPESC
cc: Mr. Jim Kalish, PNG
U_UWQ WNCP Unlj
Mr. David McHenry, NC Wildlife Resources Commission
Enclosures

En
FISHER &
ARNOLD, INC.
• Engineers
• Environmental
Consultants
-Planners
-Surveyors
1420 Donelson Pike
Suite Al
Nashville, TN 37217
615- 383 -6300
Fax, 615- 383 -6341
July 11, 2013
Mr. David McHenry, Mountain Region Coordinator
NC Wildlife Resources Commission
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
RE: PRE - CONSTRUCTION NOTIFICATION PACKAGE
PIEDMONT NATURAL GAS, MESSER ROAD LINE 294 EXTENSION
BURKE COUNTY, NORTH CAROLINA
Enclosed please find the Pre - Construction Notification (PCN) package for the
proposed Messer Road Line 294 Extension gas line project in Burke County, North
Carolina. The applicant for this project is Piedmont Natural Gas, 4720 Piedmont
Row Drive, Charlotte, North Carolina 28210.
The proposed project will temporarily impact jurisdictional waters of the State. We
are applying for coverage under Nationwide Permit 12 and Water Quality
Certification 3884 to construct the project. The attached submittal is to determine if
the project will impact trout waters.
If you have questions or need additional information please contact Suzanne Herron
at (615) 383 -6300 or by email at sherron @fisherarnold.com.
Sincerely,
FISHER $ ARNOLD, INC.
Suzanne B. Herron, P.E.. CPESC
cc: Mr. Jim Kalish, PNG
Mr. William_EUiott, USACE
ENC.DWQ; WBSCP unit
Enclosures

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EROSION & SEDIMENT CONTROL PLANS
FOR
LINE 294- MESSER ROAD 1206 EXTENSION
VALDESE
BURKE COUNTY, NORTH CAROLINA
LOCATION MAP
NOT TO SCALE
PROJECT CONTACTS.
OWNER JIM KALISH
PIEDMONT NATURAL GAS
4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
PHONE 704 - 731 -4598
EMAIL jim kloish®ptedmontng com
CIVIL ENGINEER THOMAS L SAUNDERS, P E
FISHER & ARNOLD. INC
1420 DONELSON PIKE, SUITE Al2
NASHVILLE, TN 37217
PHONE [phone]
EMAIL csounders®fisherarnold com
ChoPiedmont Natural Gas
ORIGINAL ISSUE DATE: JUNE 21, 2013
PRELIMINARY - NOT FOR CONSTRUCTION
SHEET INDEX:
SHEET TITLE
COVER SHEET
EROSION $ SEDIMENT CONTROL NOTES
EROSION & SEDIMENT CONTROL LEGEND
EROSION & SEDIMENT CONTROL PLANS
EROSION & SEDIMENT CONTROL DETAILS
DRAWING NO.
PNG- LN2U- MESSERRD- EPSC -000
PNG- LN2"- MESSERRD -EPSC -NOTE3
PNG- LN294- MESSERRD -EPSC- LEGEND
PNG- LN294- MESSERRD-EPSC-001 - 003
PNG- LN294- MESSERRD-EPSC -004 - 006
FiSHER&ARNOLD, INC.
. 1420 Donelson Pike, Suite Al2 • Nashville, Tennessee 37217
615 - 360 -8440 - Fax: [phone] • www.fisheramold.com
® 2000 Fisher 6 AmoW. loo., a0 dpida reamed

PROJECT DESCRIPTION
THE AREA PROPOSED IS FOR THE LINE 294 - MESSER ROAD 12" PIPELINE PROJECT FOR PIEDMONT NATURAL GAS. THE
PROPOSED PIPELINE IS APPROXIMATELY 3.3 MILES AND THE DISTURBED AREA IS APPROXIMATELY 21.0 ACRES.
EXISTING SITE CONDITIONS
THE SITE IS COMPRISED OF MOSTLY LEVEL GRASSED AND WOODED AREAS; JURISDICTIONAL WATER CROSSINGS; EXISTING
UTILITY EASEMENTS; AND EXISTING ROAD R.O.W. IN VALDESE 8L MORGANTON IN BURKE COUNTY, NORTH CAROLINA.
SCHEDULE
CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN SEPTEMBER 2013 AND BE COMPLETE BY JANUARY 2014.
EROSION AND SEDIMENT CONTROL NARRATIVE
THE EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT INVOLVE THE STRATEGIC PLACEMENT OF A VARIETY
OF DEVICES INCLUDING:
SILT FENCE / FILTREXX SEDIMENT CONTROL / EROSION EELS
• CHECK DAMS
• CONSTRUCTION ENTRANCES
• DEWATERING DEVICES
• WATER BARS
• TIMBER MATS
MOST OF THESE DEVICES ARE TO BE INSTALLED PRIOR TO CLEARING AND GRADING. ALL EROSION AND SEDIMENT CONTROL
DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL CONSTRUCTION ACTIVITIES HAVE
CEASED AND ALL DISTURBED AREA HAVE BEEN STABILIZED. ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES MAY BE
REQUIRED DURING CONSTRUCTION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS
COMPLETE AND THE SITE IS STABILIZED. DUST CONTROL ON SITE SHALL BE KEPT WITHIN ACCEPTABLE LIMITS BY SPRINKLING
WITH WATER OR OTHER ACCEPTABLE METHODS.
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL AND PERMITS.
2. HOLD PRE - CONSTRUCTION CONFERENCE.
3. FLAG CONSTRUCTION LIMITS.
4. INSTALL EROSION CONTROL MEASURES.
5. BEGIN CLEARING.
6. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES.
7. BEGIN INSTALLING PIPE.
8. COMPLETED AREA SHOULD BE SEEDED WITHIN 7 DAYS AFTER PIPE HAS
BEEN INSTALLED AND FINAL GRADING OR AS SOON AS PRACTICAL. ALL DISTURBED AREA SHALL BE SEEDED WITHIN 21
DAYS AFTER WORK HAS CEASED. TEMPORARY STABILIZATION SHALL BE INSTALLED WITHIN 21 DAYS AFTER WORK HAS
CEASED.
9. ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW, HYDROSEEDING, OR SOD.
10. REMOVE EROSION AND SEDIMENT CONTROLS FOLLOWING FINAL INSPECTION AND SIGNOFF FROM LOCAL STORMWATER
OR ENGINEERING REPRESENTATIVE.
11. ENSURE PERMANENT VEGETATION.
EROSION CONTROL DEVICE NOTES
1. ALL STREAM AND /OR WETLAND CROSSING LOCATIONS NOTED ON THE PLANS ARE APPROXIMATE.
2. ALL STREAM CROSSINGS WILL BE CONDUCTED IN THE DRY. FLOWING WATER WILL BE DIVERTED OR SEPARATED FROM THE
WORK USING DIVERSIONS OR DAM /FLUME.
3. SEDIMENT TRAPS SHALL BE LOCATED A MINIMUM OF 20 FEET OUTSIDE STREAMS AND WETLANDS.
4. SILT FENCE SHALL BE AT MINIMUM INSTALLED AT DOWN - GRADIENT OF THE CONSTRUCTION AREA AS NOTED ON THE PLANS
AND AS SHOWN IN THE DETAILS.
5. ANY FAILURE OF AN EROSION CONTROL DEVICE TO FUNCTION AS INTENDED FOR ANY REASON SHALL BE REPORTED TO
THE ENGINEER IMMEDIATELY.
6. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS.
THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE
PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE
PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS
CREATED AT VARIOUS STAGES DURING CONSTRUCTION.
7. CONSTRUCTION ENTRANCE LOCATIONS ARE SHOWN AT APPROXIMATE LOCATIONS. FINAL LOCATIONS WILL BE
DETERMINED AT THE PRE - CONSTRUCTION MEETING.
8. DEWATERING STRUCTURE, USED DURING HYDROSTATIC DISCHARGE TESTING, LOCATION TO BE DETERMINED AND FIELD
VERIFIED.
9. ALL TIMBER BRIDGES/MATS CROSSING STREAM, WETLANDS, OR CONVEYANCES MUST BE CLEANED AT THE END OF THE
DAY OR IMMEDIATELY AFTER CROSSING IF SEDIMENT IS DEPOSITED BEFORE OR DURING A RAIN EVENT. SEDIMENT
REMOVED FROM BRIDGES MUST BE PLACED IN A CONTAINED AREA AWAY FROM JURISDICTIONAL WATERS OR DRAINAGE
STRUCTURES.
N=S I MATERIAL SUMMARY
PRELIMINARY - NOT FOR CONSTRUCTION
THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES SHOWN HEREON LS BASED ON UTILITY COMPANY RECORDS, AND WHERE POSSIBLE, FIELD
MEASUREMENTS THE CONTRACTOR SHALL NOT RELY UPON THIS INFORMATION AS BEING EXACT OR COMPLETE DETAILED VERIFICATION OF EXISTENCE,
SIM LOCATION AND DEPTH SHOULD BE MADE BY THE CONTRACTOR PRIOR TO ANY DECISION RELATIVE THERETO IS MADE NORTH CAROLINA STATE LAW
REORRES ANYONE ENGAGING IN EXCAVATION TO NOTIFY ALL KNOWN UNDERGROUND UTILITY OWNERS, NO LESS THAN TWO (2) WORKING DAYS PRIOR
TO THE DATE OF THEIR INTENT TD EXCAVATE ANDALSO TOAVOID ANY POSSIBLE HVARD OR CONFLICT NORM CAROLINA ONE CALL DIAL BIL
10.HYDROSEEDING OR CURLEX (OR APPROVED EQUAL) WILL BE ACCEPTED AS TEMPORARY OR PERMANENT STABILIZATION.
11.FILTREXX SEDIMENT CONTROL / EROSION EEL OR APPROVED EQUAL TRENCHLESS METHOD SHALL BE UTILIZED INSIDE
WETLANDS IN PLACE OF SILT FENCE.
12. ANNUAL NATIVE SPECIES SUITABLE FOR WET LOCATIONS SHALL BE PLANTED AND ESTABLISHED WITHIN JURISDICTIONAL
WETLANDS FOR SOIL AND EROSION CONTROL. NON - NATIVE PERENNIALS SUCH AS FESCUE ARE PROHIBITED.
13. TREES IN WETLANDS INSIDE THE CORRIDOR MAY BE REMOVED TO GROUND LEVEL. GRUBBING OF STUMPS IN WETLANDS
SHALL BE LIMITED TO THAT NEEDED TO INSTALL THE PIPELINE.
14. STRIPPING TOPSOIL WITHIN WETLANDS ALONG THE UTILITY CORRIDOR IS NOT PERMITTED.
MAINTENANCE
1. ALL SEDIMENT AND EROSION CONTROL DEVICES INCLUDING PLANTED AREAS SHALL BE INSPECTED AT LEAST ONCE PER
SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5 INCH PER 24 HOUR PERIOD.
DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED AS NECESSARY BY THE END OF THE DAY.
2. CLEAN SILT BARRIERS WHEN THEY ARE APPROXIMATELY 50% OBSTRUCTED BY SEDIMENT OR AS DIRECTED BY THE
OWNER'S REPRESENTATIVE.
3. GRASSED AREAS WILL BE MOWED AT LEAST ONCE PER YEAR.
GENERAL NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL
DEVICES.
2. ALL UNDERGROUND UTILITIES SHOULD BE LOCATED AND MARKED IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION.
3. DISTURBED AREA SHALL BE STABILIZED AS SOON AS PRACTICALLY POSSIBLE FOR PORTIONS OF THE SITE WHERE
CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. THESE AREAS SHALL BE STABILIZED NO LATER THAN 21 DAYS AFTER
CONSTRUCTION HAS CEASED.
4. FILL, COVER, AND TEMPORARY STABILIZATION AT THE END OF EACH DAY IS RECOMMENDED WHERE PRACTICAL. IT IS
IMPORTANT TO CLOSE AND STABILIZE OPEN TRENCHES ON STEEP SLOPES AS SOON AS POSSIBLE.
5. CONSTRUCTION ENTRANCES SHALL BE UTILIZED AT ALL INGRESS/EGRESS LOCATIONS FROM PUBLIC ROADS.
CONTRACTOR SHALL TAKE NECESSARY ACTION TO MINIMIZE THE TRANSPORT OF MATERIAL FROM THE CONSTRUCTION
SITE ONTO R.O.W. PERIODIC TOP DRESSING WITH FRESH STONE MAY BE REQUIRED. ALL MATERIALS SPILLED, DROPPED,
WASHED, OR TRACKED FROM SITE TRAFFIC ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.
6. STREAM AND WETLANDS, IF PRESENT, SHALL BE RETURNED TO ORIGINAL GRADE UPON COMPLETION OF CONSTRUCTION.
TEMPORARY BRIDGES OR MATS SHALL BE USED FOR ALL STREAM AND WETLAND EQUIPMENT CROSSINGS.
7. SILT FENCE SHALL BE INSTALLED ALONG STREAMS FOLLOWING PIPELINE INSTALLATION AND FINAL GRADING UNTIL THE
AREA IS STABILIZED.
8. ADDITIONAL MEASURES MAY BE NECESSARY TO PROTECT AREA STREAM AND /OR WETLANDS IF PRESENT.
9. THESE PLANS ARE FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY AND DO NOT APPLY TO CONSTRUCTION
PURPOSES.
10.THE EXISTING CONTOUR LINEWORK IN THIS DRAWING IS GIS DATA PROVIDED BY BURKE COUNTY, NORTH CAROLINA.
12.IF A FRACTURE IS OBSERVED DURING THE BORING OF A STREAM CROSSING, WORK MUST BE IMMEDIATELY HALTED, AND
ALL LOST LUBRICANT/MUD MUST BE REMOVED FROM THE STREAM. THE FRACTURE HOLE WILL BE SEALED AND THE SITE
WILL BE EVALUATED BEFORE CONTINUATION OF BORING.
13. CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 24" BETWEEN THE PIPELINE AND ALL EXISTING AND
PROPOSED UTILITIES.
14. ANTI -SEEP COLLARS SHALL BE PLACED AT WETLAND BOUNDARIES AND AT 150 FEET (MINIMUM) INTERVALS BETWEEN THE
BOUNDARIES (INSIDE THE WETLAND).
STANDARDS
ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL, LATEST EDITION.
�FLSIIER N& sARNOLD, IIVC I Piedmont
TNX1D F PBaar Au
Natural Gas
Rwwr�rr���
PROJWT S" 8M
DATE
EROSION & SEDIMENT CONTROL PLAN:
OESKENED BY
LINE 294- MESSER ROAD 1Y EXTENSION
DRAM BY JIM
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NOTES
CHECKED BY Im
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LINETYPES
PROPOSED GASLINE
PROPERTY LINE / ROW
PERMANENT EASEMENT
TEMPORARY WORKSPACE
PROPOSED FENCE
EXISTING
EASEMENT
EXISTING
UGW
EXISTING
UGE
EXISTING
GAS
EXISTING
OHE
EXISTING FENCE
EXISTING SANITARY SEWER
EXISTING SANITARY SEWER EASEMENTS
DRIVEWAYS
EDGE OF PAVEMENT
EXISTING STORM DRAIN
EXISTING TELEPHONE (UT)
DRAIN /STREAM
STREAM BANK (TOB)
RAILROAD
ROAD RIGHT —OF —WAY
TREELINE (WOODLINE)
EXISTING CONTOUR
PROPOSED CONTOUR
SILT FENCE
PROPOSED RETAINING WALL
-G-
PL
11I�1�1.�
w- -
E — —
GAS GAS
OHE
x x x x
— 5- - -5 - --
------------------------
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PL PL
--- 650 - - --
650
SUAMMY
PRELIMINARY - NOT FOR CONSTRUCTION
THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES SHOWN HEREON 5 BASED ON UTILITY COMPANY RECORDS, AND WHERE POSSIBLE. FIELD
MEASUREMENTS. THE CONTRACTOR SHALL NOT RELY UPON THIS INFORMATION AS BUNG EXACT OR COMPLETE DETAILED VERIFICATION OF EXISTENCE,
SQE, LOCATION AND DEPTH SHOULD BE MADE BY THE CONTRACTOR PRIOR TOANY DECISION RELATIVE THERETO O MADE. NORTH CAROLINA STATE LAW
REQUIRES ANYONE ENGAGING IN EXCAVATION TO NOTIFY ALL IDIOM UNDERGROUND UTILITY OWNERS, NO LESS THAN TWO (_) WORIDNG DAYS PRIOR
TO THE DATE OF THEIR INTENT TO EXCAVATE AND ALSO TO AVOID ANY POSSIBLE HATARD OR CONFLICT NORTH CAROLINA ONE CALL DIAL BLL
ABBREVIATIONS SYMBOLS
CD
CHECK DAM
0
WATER METER
CL
CENTERLINE
©
GAS METER
CMP
CORRUGATE METAL PIPE
ELECTRIC METER
CP
CONTROL POINT
TELEPHONE BOX
FH
FIRE HYDRANT
WATER VALVE
FO
FIBER OPTIC CABLE
GAS VALVE
GM
GAS METER
UTILITY POLE
GV
GAS VALVE
-4
GUY WIRE
GR
GUARDRAIL
LIGHT POLE
HDD
HORIZONTAL DIRECTIONAL BORE
IP
INLET PROTECTOR
FIRE HYDANT
OH
OVERHEAD
Co
IRON PIN
PE
POLYETHYLENE PIPE
EJFRM
FOUND R.O.W. MONUMENT
PP
POWER POLE (UTILITY POLE)
S
SANITARY SEWER MANHOLE
PIP
PIPE INLET PROTECTOR
D
STORM SEWER MANHOLE
RR
RAILROAD
®
STORM SEWER INLET
ROW
RIGHT —OF —WAY
o4P
MILE MARKER
RCP
REINFORCED CONCRETE PIPE
Ts
TEST STATION
SM
SEED AND MULCH
SF
SILT FENCE
®
TVA TOWER
TELE
TELEPHONE CABLE
oo
TVA POLE
TV
TV CABLE
TYP
TYPICAL
204
PARCEL NUMBER
UG
UNDER GROUND
pc�
DCD STATION
WM
WATER METER
WV
WATER VALVE
=cRS=
CONSTRUCTION ROAD
STABILIZATION
MMKM
� E R & ARNOLD, INC
I Piedmont
TJIID P NW T
Natural Gas
PROJWT NO sN 8 I DAT (EROSION & SEDIMENT CONTROL PLA
DESIGKO BY LINE 29"ESSER ROAD 12" EXTENSION
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NOTES ® FmiER & AANOLD, INC
ITBL NO QTY DESCwvrloFL REV DATE oESCRIPrpN
PRELIMINARY - NOT FOR CONSTRUCTION
THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES SHOWN HEREON 5 BATED ON UTILITY COMPANY RECORDS, AND WHERE POSARIE, FIELD (,`j NO SN � DATE L.'
MEASUREMENTS THE CONTRACTOR SHALL NOT RELY UPON THIS INFORMATION AS BDNG EXACT OR COMPLETE DETAILED VERIHCATON OF EX6'TENCE, DEil�iliFA BY
SIZE, LOCATION AND DEPTH SHOULD BE MADE BY THE CONTRACTOR PRIOR TO ANY DECISION RELATIVE THERETO IS MADE NORTH CAROLINA STATE UAW AWN D BY JAY OB�T7
REQUIRES ANYONE ENGAGING IN EXCAVATION TO NOTIFY ALL KNOWN UNDERGROUND UTllIV OWNERS, NO LESS THAN TWO (2) WORKING DAYS PRIOR d�(i�D li EA11 OB�U
TO THE DATE OF THEIR INTENT TO EXCAVATE AND ALSO TO AVOID ANY POSSIBLE HAMD OR CONFLICT NORTH CAROLINA ONE CALL DIAL 82L
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NOTES MATERIAL SUMMARY REVISIONS _
Rea NO OTY DESK REV DATE I DESCRPTION FISHER & A JMOLD, INC. Piedmont
�6 ��N --- N®
PRELIMINARY NOT FOR CONSTRUCTION .- _.__.�_ Natural Gas
THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES SHOWN HEREON IS BASED ON UTILITY COMPANY RECORDS, AND WHERE POSSIBLE, FIELD PROJECT NO. SN am DATE EROSION $SEDIMENT CONTROL PLANS
MEASUREMENTS. THE CONTRACTOR SHALL NOT RELY UPON THIS INFORMATION AS BEING EXACT OR COMPLETE DETAILED VERIFICATION OF EXISTENCE, DFS D LINE 294 SEDIMENT
R ENAD�ON EXTENSION
= LOCATION AND DEPTH SHOULD BE MADE BY THE CONTRACTOR MIDA TD ANY DECISION RELATIVE THERETO IS MADE NORTH CAROLINA STATE UAW DRAM D JAY OB<?OTa SSA R R A D 1 O
REQUIRES ANYONE ENGAGING IN EXCAVATION TO NOTIFY ALL KNOWN UNDERGROUND LrTIUIY OWNERS, NO LESS THAN TWO (2) VYORgNG DAYS PRIOR ONCE JAM 09=3 VA13
TO THE DATE OF THEIR INTENT TO EXCAVATE AND ALSO TO AVOID ANY POSSIBLE HAZARD OR CONFLICT NORTH CAROLINA ONE CALL DIAL all
ISSUE DATE XXI)0 3
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NOTEs
PRELIMINARY - NOT FOR CONSTRUCTION
THE LOCATION AND/OR ELEVATION OF THE DUSTING UTILITIES SHOWN HEREON D BASED ON UTILITY COMPANY RECORDS, AND WHERE POSSIBLE, FIELD
MEASUREMENTS THE CONTRACTOR SHALL NOT RELY UPON THIS INFORMATION AS BEING ELMCT OR COMPLETE DETAILED VERIFICATION OF EKISTENCE,
SIZE, LOCATION AND DEPTH SHOULD BE MADE BY THE CONTRACTOR PRIOR TO ANY DEOWN RELATIVE THERETO IS MADE NORTH CAROUNA STATE LAW
REQUIRES ANYONE ENGAGING IN EXCAVATION TO NOTIFY ALL KNOWN UNDERGROUND UTILITY OWNERS, NO LESS THAN TWO (Z) WORKING DAYS PRIOR
TO THE DATE OF THEIR INTENT TO EXCAVATE AND ALSO TO AVOID ANY POSSIBLE HAZARD OR CONFUCT NORTH CAROLINA ONE CALL DIAL B11
MATERIAL SUMMARY
REVISIONS
FISHER & ARNOLD, IIv W
PROJECT NO. SIN 8M DATE
1 \
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Piedmont
131 Natural Gas
tOSION & SEDIMENT CONTROL PLANS
LINE 29"ESSER ROAD 12" EXTENSION
STA 128+00 - 173+11
DRAWNC NO PN(i4jag"ESSERRD.EPSC -003

SWALL OR OTHER SEDMENI
CONTROL DEVICE
w NOTE
CONSTRUCT SEDIMENT BARRIER
O AND CNANNEUZE RUNOFF TO
�ryO ✓i SEDIMENT TBAPNNG DEVICE
rc
FASEIREIIT VM®
D.
BACK G� PPEUxE
ALONG SiRFAY
1H WN (ONE WAY) /
_.
' ., i j •
2tr YM (TWO WAY)
PIPE ER
/CULVT IF
SAWS
SACS
A NECESSARY
SUPPLY WATER TO WASH
JIIIII
B
wv
WHEELS IF NECESSARY
ROW PA N VARDES
50' MIN
FAILURE
PLAN VIEW
OVERSION
PLAN) UNDIES (PUEN PLAN) < I
ER
� (F(�Ti�
1 SILT FENCE WITH WIRE BACKING IS USED i0
INTERCEPT SMALL AMOUNTS OF SEDIMENT AND
VELOCITY WRE BACKING SHEET FLOW ONLY USE SILT
FENCE WITH MERE BACKING UP- GRADIENT TO AND
COARSE AGGREGATE 2 1 OR FLATTER
MAN A P T ACM"
ORIGINAL GRADE
EROSION LEL- (DETAIL EI-G
FILTER FABRIC — ==�—PIPE/CULVERT IF
ALONC THE PERIMETER OF STREAMS WETLANDS
PONDS. SPRINGS, OR OTHER NAT URAL WATER
6• MIN NECESSARY
AAwRr
SECTION A —A
CONIMCION _CFICATONS
Iq N
STONE SIZE - USE 'ABC' OR LARGER AS SPECIFIED M NC OEPMTMENT OF TRMSPORTATIM STANDARD SPECi1CAT I N5 FOR ROADS AND
STHUCTI TIES
LT FEnO WITH
2 NOTH - to MIN FOR OE WAY TRAFFIC. 2O IIM FOR TWD WAY TRAFFIC.
WITH TOP FACING TOWARDS
DIRECTION OF FLOW
D WASHING - WHEN NECESSAY WHEELS SHALL BE CLEWED M REMOW: SEDIMENT PRIOR TO ENTRMCE ONTO PUBLIC R OW WHEN WASHING R
REWRED IT SHALL K DOE ON M AREA STABILIZED WITH CRUSHED STOWE WIN DRAMS INTO AN APPRO ED MOMENT TRAP OR SEDIMENT BASH
PROECT RIGHT OF WAY
ALL SEDIMENT SHALL BE PREVENTED FROM MTEMWC MY STORM MAN DITCH ON WATERCOURSE OWOUMH USE OF SAND BAGS MAYEL, BOARDS.
ONOOTHER IMPROVED METHODS
—S � -•
A TENMa - THE ENTMMCE SHALL BE MAINTAINED N A CONDITION W IOH WLL PREVENT TRACKING ON ROWING OF SEDIMENT ONTO PUBLIC R0 W
B W�
To MAY REOUNE PERIODIC TOP DRESSING WTH MOTION& STONE AS CONDITIONS DEMAND AND REPRO AND /OR CLEANOUT OF MY MEASURES USED
TO TRAP SEDGMENI ALL SEDIMENT SPILLED DROPPED WASHED OR TRACKED ONTO PUBLIC R 0 M MUST BE REMOMD IMMEDIATELY
�.
DETAIL
DETAIL
B
A CONSTRUCTION ENTRANCE
CONTINUOUS SILT FENCE WITH BACKING SHALL BE I
ACRE PER 150 LINEAR FEEL OF FENCE LENGTH
SLT FEN¢ W/
WIRE
FASEIREIIT VM®
MIT am.
BACK G� PPEUxE
ALONG SiRFAY
FLUME SHOULD BE SIZED TO
_.
' ., i j •
f✓
SAWS
SACS
1RENCN
JIIIII
B
wv
WIDENING TRENCH M PREVENT
ROW PA N VARDES
NOTES
FAILURE
SECTION B -B
OVERSION
PLAN) UNDIES (PUEN PLAN) < I
ER
� (F(�Ti�
1 SILT FENCE WITH WIRE BACKING IS USED i0
INTERCEPT SMALL AMOUNTS OF SEDIMENT AND
VELOCITY WRE BACKING SHEET FLOW ONLY USE SILT
FENCE WITH MERE BACKING UP- GRADIENT TO AND
CULVERT
MAN A P T ACM"
I sTNIEM -
ROW
DINER9ax
EROSION LEL- (DETAIL EI-G
PIPELINE
ALONC THE PERIMETER OF STREAMS WETLANDS
PONDS. SPRINGS, OR OTHER NAT URAL WATER
I
AAwRr
g'
Iq N
RESOURCES LOCATED WITHIN OR ADJACENT TO THE
LT FEnO WITH
PUMP WHRE THE STRUCTURE
DRAMS DOWN M THE TOP OF THE
WITH TOP FACING TOWARDS
DIRECTION OF FLOW
U
PROECT RIGHT OF WAY
W
T
—S � -•
-•
B W�
2 THE MAXIMUM DRAINAGE AREA SIZE FOR
�.
SAT FENCEW J
MIKE BACKING
ALONG sTREAM A
"
R
I
CONTINUOUS SILT FENCE WITH BACKING SHALL BE I
ACRE PER 150 LINEAR FEEL OF FENCE LENGTH
DISPOSED
JE.S-1
-1
I I
`SPOIL
BOrtOM OF MAN "BE FENCE
BACKING SHALL BE
W
PIIF'
^
`TIT
FILTER BAG
1
IbLCE
CAPTURED SOIL MATERIAL SHALL RE REMOVED WHEN
OR WHEN
PPE, U2 l xYt E P I„
RECM SILT - (
WASHE
D) BSAND ( OIX ONE CHE IX
DA � M OVEgypR LVDR OUPMENT ROSSING
SECTION A -A
BED
CLEAN 9LT -FREE
(WASHED) N SLI -FREE
FASEIREIIT VM®
(MIN) T FILL OULOVER
SIDE AT THE CENTER. AT EACH END
FLUME SHOULD BE SIZED TO
_.
' ., i j •
f✓
HANDLE ROW AND SUFFICIENT
IN LENGTH TO ACCOMMODATE
_
SPACING) OR AS DIRECTED
WIDENING TRENCH M PREVENT
ROW PA N VARDES
NOTES
FAILURE
SECTION B -B
OVERSION
PLAN) UNDIES (PUEN PLAN) < I
ER
� (F(�Ti�
1 SILT FENCE WITH WIRE BACKING IS USED i0
INTERCEPT SMALL AMOUNTS OF SEDIMENT AND
VELOCITY WRE BACKING SHEET FLOW ONLY USE SILT
FENCE WITH MERE BACKING UP- GRADIENT TO AND
CULVERT
MAN A P T ACM"
R'i SXT FENCE
— Y — 4
EROSION LEL- (DETAIL EI-G
PIPELINE
DETAIL
E STREAM CROSSING (FLUME WITH EQUIPMENT CROSSING)
T4,11 *1
NOTE
ALL EROSION EELS USED
FOR PERIMETER CONTROL
SHN1 USE MIXTURE
sPECIRCATIONS 10 AND 20
SMALL BAG
:120'
FULL SIZE BAG
FOR SMALL W EEL
NOMINAL DIAMETER
N2PA
FOR LARGE W EEL
NOMINAL DIAMETER
DETAIL EROSION EELS
PRELIMINARY - NOT FOR CONSTRUCTION
THE LOCATION AND/OR ELEVATION OF THE EMI NO UTILITIES SHOWN HEREON 15 BASED ON UTILITY COMPANY RECORDS, AND WHERE POSSIBLE, FIELD
MEASUREIMEMM THE CONTRACTOR SHALL NOT RELY UPON THIS INFORMATION AS BEING WZY OR COMPLETE DETAILED VERIFICATION OF EX6'TENCE,
SIZE, LOCATION AND DEPTH ENDUED RE MADE BY THE CONTRACTOR MOP TO ANY DECWON RELATIVE THERETO IS MADE NORTH CAROLINA STATE LAW
REQUIRES ANYONE ENGAGING IN EWAVATTON TO NOTIFY ALL KNOWN UNDERGROUND UnUTY OWNERS, NO LESS THAN TWO (2) WOFwNG NAYS PRIOR
TO THE DATE OF THEIR INTENT TO EXCAVATE AND ALSO TO AVOID ANY POSSIBLE HAMAD OR CONFLICT NORTH CAROLINA ONE CALL DIAL BILL
MATERIAL SUMMARY
FASEIREIIT VM®
\
SIDE AT THE CENTER. AT EACH END
f _M NA FROM
BEWAIERIFIC TPP
PROPOSED GASUNE
REFER TO DETAIL EI -B1
NEEDED TO STABILIZE EEL (7 MAX
FOR EEL BUTT JOINT
SPACING) OR AS DIRECTED
DETAIL - TARS SHEET
ROW PA N VARDES
NOTES
VARIABLE P ED ON 70P OF
���III
FREEBOARD GROUND SURFACE
PLAN) UNDIES (PUEN PLAN) < I
ER
� (F(�Ti�
1 SILT FENCE WITH WIRE BACKING IS USED i0
INTERCEPT SMALL AMOUNTS OF SEDIMENT AND
VELOCITY WRE BACKING SHEET FLOW ONLY USE SILT
FENCE WITH MERE BACKING UP- GRADIENT TO AND
G MT WIRE FENCE
BAIXMG TOTAL WIDTH 32
MAN A P T ACM"
R'i SXT FENCE
— Y — 4
EROSION LEL- (DETAIL EI-G
Non
ALONC THE PERIMETER OF STREAMS WETLANDS
PONDS. SPRINGS, OR OTHER NAT URAL WATER
PLICABLE TO SMALL WIDTH BENEATH EEL IS
ITCHES WITH TOTAL WIDTH
THAT RE LINES ONLY ONE
1 0 EEL TO SPAIN
SOFT 611 LOOS COMPACT
BY ­IAND TMPING OR OTHER
APPROVED MEANS
Iq N
RESOURCES LOCATED WITHIN OR ADJACENT TO THE
LT FEnO WITH
PUMP WHRE THE STRUCTURE
DRAMS DOWN M THE TOP OF THE
WITH TOP FACING TOWARDS
DIRECTION OF FLOW
U
PROECT RIGHT OF WAY
WK BAM G FABRIC
jl BAS,
TIME PUMP EFFLUENT ACROSS A
WELL VEMTATED ARE OR THROUO
2 t (N
21 oH:y
2 THE MAXIMUM DRAINAGE AREA SIZE FOR
TOTAL 'MOTH 31F
FILED TO DINE HALF THE
EXCAVATED DEPTH THE SEGMENT
19
SPOIL \
- V' \\ f
CONTINUOUS SILT FENCE WITH BACKING SHALL BE I
ACRE PER 150 LINEAR FEEL OF FENCE LENGTH
DISPOSED
JE.S-1
-1
MAXIMUM SLOPE LENGTH BEHIND FENCE ON UPAOPE
SOE SHALL BE 290 FEET AS MEASURED ALONG
BOrtOM OF MAN "BE FENCE
BACKING SHALL BE
(
GROUND SURFACE)
HE TRENCH
AT THE BOTTOM OF THE TRENCH
�
I MAINTENANCE SHALL BE PERFORMED AS NEEDED
CAPTURED SOIL MATERIAL SHALL RE REMOVED WHEN
OR WHEN
STEEL POST (_1
N
EVIDENCE OF FILTER CLOG& NIGTIS�OBSERVED
BOTTOM OF TRENCH li
1
ON FENCE TO BE
ON LEVEL SURFACE U III
A STEEL POSTS SHALL HAVE A PROJECTION FOR
FASTENING WARE TO THEM WOWN WIRE FENCE
ii 1
BACKING TO BE FASTENED SECURELY TO FENCE
STEEL POST (STD 'T' OR
ANCHOR
'n
I
POSTS WITH WIRE TIES THE WIRE FASTENERS SHOULD
U' SECTION)
PulES
I
BE EVENLY SPACED WITH AT LEAST SIX PER POST
5 FABRIC SHALL BE FASTENED SECURELY TO WOVEN
ppSRON POBi/FABHOC
[Q] I
WIRE FENCE BACKING WITH THE TIES SPACED EVERY
2K INCHES KONG TOP AND MIDSECTION
ASSEMBLY AT NORMAL TO A
YAK 5 FROM THE VERTICAL
a SEDIMENT SHALL BE REMOVED FROM BEHIND THE
(ARC TOWARD ROW
TIEBACK BFTMEEN FENCE POST
I Ni
I
SLT FENCE WITH WIRE BACKING WHEN IT HAS
ACCUMULATED TO ONE -HALF THE ORIGINAL HEIGHT
SLT PENCE WITH WME
BAG FABRIC .WO WOVEN
AND -11 STAKE M BE NO a
(025'1 HOLLOW BRAIDED
N NH
OF THE STRUCTURE AND PAID FOR UNDER ITEM
RE FENCE DAMN"
NOVA YLENE ROPE WIN SECUTE M PDSI
YNMIIY TENSILE STRENGTH OF
Q
U
I
NUMBER 209 -05, SEDIMENT REMOVAL PER CUBIC
YARD
EXITING OIOUND —�_ FL \_
1 zoo POUNDS Br WRAwwc
V'
I
7 STOP SILT FENCE AT PAVED CROSSINGS, USE
�EOLE
i
ALTERNATIVE MEASURE IF NECESSARY
B COORDINATE SLT FENCE PLACEMENT IN WATER
QUALITY BUFFERS TO MINIMIZE IMPACT
COMPACTED
1'
_
MM
_ 9Lr GAGING WITH
FL'_ WIRE BAIXMG
/J
OF EASEMENT EDGE OF EASEMENT-Z
9 REINFORCE TOE OF THE FENCE WITH 12 INCHES OF
NC DOT /5 011 #57 WASHED STONE WHEN FLOW WILL
ANCHOR SILT FENCE
B_ACKINO FABRIC a' DEEP
K RUN-OUT LENGTH ­ACT
•J
�CD511MG
-HOOK SILT FENCE ON CONTOUR
RUN PARALLEL TO THE TOE OF THE FENCE
BA .
GROUND
WHEN GAS PIPELINE IS RUNNING
AN OR STARE MM ta'
UU LONG TO BE PLACED 12' INTO
2' PIM
PERPENDICULAR TO STEEP yOPES
DETAIL
SECTION& MFw
TYPICAL SILT FENCE /WORKSPACE
B
n TRACK
SILT FENCE DETAIL
NOTE
ALL EROSION EELS USED
FOR PERIMETER CONTROL
SHN1 USE MIXTURE
sPECIRCATIONS 10 AND 20
SMALL BAG
:120'
FULL SIZE BAG
FOR SMALL W EEL
NOMINAL DIAMETER
N2PA
FOR LARGE W EEL
NOMINAL DIAMETER
DETAIL EROSION EELS
PRELIMINARY - NOT FOR CONSTRUCTION
THE LOCATION AND/OR ELEVATION OF THE EMI NO UTILITIES SHOWN HEREON 15 BASED ON UTILITY COMPANY RECORDS, AND WHERE POSSIBLE, FIELD
MEASUREIMEMM THE CONTRACTOR SHALL NOT RELY UPON THIS INFORMATION AS BEING WZY OR COMPLETE DETAILED VERIFICATION OF EX6'TENCE,
SIZE, LOCATION AND DEPTH ENDUED RE MADE BY THE CONTRACTOR MOP TO ANY DECWON RELATIVE THERETO IS MADE NORTH CAROLINA STATE LAW
REQUIRES ANYONE ENGAGING IN EWAVATTON TO NOTIFY ALL KNOWN UNDERGROUND UnUTY OWNERS, NO LESS THAN TWO (2) WOFwNG NAYS PRIOR
TO THE DATE OF THEIR INTENT TO EXCAVATE AND ALSO TO AVOID ANY POSSIBLE HAMAD OR CONFLICT NORTH CAROLINA ONE CALL DIAL BILL
MATERIAL SUMMARY
A
1
NOTE STABILIZE EROSION EELS - M METAL
EROSION EELS- USED FOR T -POSTS ON DOWNHILL SIDE AT THE
CHECK DAMS SHALL USE CENTER, AT EACH END AND AT
MIXTURE SPECIFICATION 1 0 ADDITIONAL POINTS AS NEEDED (2'
OR 20 MAX SPACING) OR AS DIRECTED BY
PROVIDE SCOUR THE ENGINEER
PROTECTION O CONTRACTOR SHALL
DOWNSLOPE SIDE OF PLACE INITIAL STAKE
ALL EEL CHECK ARMS AT CENTERLINE OF
DITCH
DETAIL CHECK DAM FOR SMALL DITCHES
C WITH EROSION EELS
SLOPE M, �DPE
O
SLOPE 10
T_ POST EROSION EELS' ON DOMINHILL
\
SIDE AT THE CENTER. AT EACH END
f _M NA FROM
BEWAIERIFIC TPP
.No AT ADDITIONAL POINTS AS
REFER TO DETAIL EI -B1
NEEDED TO STABILIZE EEL (7 MAX
FOR EEL BUTT JOINT
SPACING) OR AS DIRECTED
DETAIL - TARS SHEET
EROSION EEL'
VARIABLE P ED ON 70P OF
MAN ORNNACE/DISCWARGE
FREEBOARD GROUND SURFACE
PATH MOM WATERSHED
�%
\� \�\ /� j \��\�i�i�-
li"
�� %�� %.:�:i. yip %�. � /
%�i /�G� /i i�� i�i�i�O�O�G�bO \ \' \�\ C.����J \\ \QOO�\
\-FLOCMAT "CRADLE" UNDER
I THE EXCAVATED AREA SHOULD BE
A MIN IMUM OF J FEET BELOW THE
EROSION LEL- (DETAIL EI-G
Non
OF SHEET E-1)
PLICABLE TO SMALL WIDTH BENEATH EEL IS
ITCHES WITH TOTAL WIDTH
THAT RE LINES ONLY ONE
1 0 EEL TO SPAIN
SOFT 611 LOOS COMPACT
BY ­IAND TMPING OR OTHER
APPROVED MEANS
NOIL
]. DICE WATER LEVEL NEARS THE
CREST OF STONE WOR SHUT OFF
SLIGHTLY ANGLE STAKES
PUMP WHRE THE STRUCTURE
DRAMS DOWN M THE TOP OF THE
WITH TOP FACING TOWARDS
DIRECTION OF FLOW
I.- MG, — rEROSION EEC'
�EXTEND EELS AT SIDES OF
A
1
NOTE STABILIZE EROSION EELS - M METAL
EROSION EELS- USED FOR T -POSTS ON DOWNHILL SIDE AT THE
CHECK DAMS SHALL USE CENTER, AT EACH END AND AT
MIXTURE SPECIFICATION 1 0 ADDITIONAL POINTS AS NEEDED (2'
OR 20 MAX SPACING) OR AS DIRECTED BY
PROVIDE SCOUR THE ENGINEER
PROTECTION O CONTRACTOR SHALL
DOWNSLOPE SIDE OF PLACE INITIAL STAKE
ALL EEL CHECK ARMS AT CENTERLINE OF
DITCH
DETAIL CHECK DAM FOR SMALL DITCHES
C WITH EROSION EELS
SLOPE M, �DPE
O
SLOPE 10
WNWPE
\
STIA1 BALES
STAIH6
f _M NA FROM
BEWAIERIFIC TPP
R
P
RIP -RAP iQ RETAN B
REFER TO DETAIL EI -B1
1D0' n AGGKWIE
FOR EEL BUTT JOINT
•
DETAIL - TARS SHEET
1
REFER TO OCTAL E1 -81
MAN ORNNACE/DISCWARGE
DEFNEL�- THIS SHEET
PATH MOM WATERSHED
�� STIMVw BAtf
INSTALL FLOC WT CRADLE
UNDER EELS AT THESE
LOCATIONS
A
DETAIL
H EROSION EEL SEDIMENT FILTER DETAIL
.1 Tf- FIR CIOM
ENTIRE _GE
INSTALL EROSION EELS -
!OHC
AO O SMAw BAIFs
STIA1 BALES
STAIH6
f _M NA FROM
BEWAIERIFIC TPP
R
P
RIP -RAP iQ RETAN B
­M, O 9Pi10FN1
9L MO DEPTH 1O
1D0' n AGGKWIE
NIE951 UOKMONI fRCY
•
INAP OSMAMC
1
A 8 q
EROSION EEL"
• REQUIRED VOLUME
(c) - PUMP DISCHARGE (vNI) IT la
�� STIMVw BAtf
OPERATION NOTES
A
I THE EXCAVATED AREA SHOULD BE
A MIN IMUM OF J FEET BELOW THE
(PER DETAIL EI -81 THIS SHEET)
BASE OF THE STRAW BALES AND
SILT FENCE
2 INSTALLATION GUIDELINES CAN BE
FOUND UNDER TOP 13 FOR SILT
FENCES AND MP-14 FOR STRAW
BALE BARRIERS
RIP -RAP CLA4
A -T' 921 (MN)
]. DICE WATER LEVEL NEARS THE
CREST OF STONE WOR SHUT OFF
QCAYAIED AREA
SECTION A -A Is MN WET
PUMP WHRE THE STRUCTURE
DRAMS DOWN M THE TOP OF THE
STORAGE DEPTH)
WET STORAGE PIT
A IIHE .1 TIMAGE PI MAY BE
FAWFGR
OEWATEREO OILY AFTER A MNIMUI
OF B HOURS OF SEDIMENT SETILM
jl BAS,
TIME PUMP EFFLUENT ACROSS A
WELL VEMTATED ARE OR THROUO
2 t (N
21 oH:y
9L1 FENCE MI. TO DISCHARGE
S ONCE NET STORAGE AREA BECOME
ROW
FILED TO DINE HALF THE
EXCAVATED DEPTH THE SEGMENT
•
SHALL BE PROPERLY REMOVD .1
DISPOSED
A H RM 0.A55 ,
- • 9zE (1°") SECTION B -B
EXCAYAIm
-1
DETAIL
D DEWATERING STRUCTURE DETAIL
ANCHOR LOOP
INSTALL EROSION EELS -
(K PER 10 FT BAG) SHEET FLOW
PARALLEL TO THE SLOPE
CONTOURS PLACE 100 fl
OF EROSION EELS" FOR
1
!
1 DRAOIGE2ARE'
V
•
E1 -C
EEL BUTT JOINT
EROSION EEL"
9 EROSION EEL-
S; c
BUTT ENDS OF EEL TOGETHER
AND PRESS TIGHTLY TOGETHER
DETAIL E1-B INTERCEPTING SHEET FLAW
PFRP NDI I v TO FLOW PATEN - P M WEW
(PER DETAIL EI -81 THIS SHEET)
DETAIL
I
REMINS MFI5Fffi.R&A1moLDjNc W BMMAU NMAWDW TmWS. 9LT
asanaND BAPWUaDaws aaEnWWN®
PROJECT N0. sN m DATE
SEWN SEAM PE -STRING
iEND OE EEL
VT. FORM BUTT JOINT
PRESS TIED ENO OF EEL
AGAINST SEWN EDGE OF
ADJACENT EEL
BUTT JOINT OETNL Et -Bl
EROSION EEL BUTT JOINT
ram Piedmont
Natural Gas
tOSION & SEDIMENT CONTROL PLA
LINE 2"ESSER ROAD 1Y EXTENSION
DETAJLS
DRAWING NO 1GNG4.N29I-0AESSERRD-EPSC -0D4

�- 10 FOOT EROSION '
USE ONE OR MORE EELS AS NEEDED F EEL (TYP)
To SPAN WIDTH OF GLITCH NOTE TO
,UI FLOW ARRANGE EELS IN A
CURVED ANGLED PATTERN TO MAXIMIZE USE EROSION EEL MIXTURE
EXPOSED SURFACE AREA TO FLOW �1 SPEDIFICATON 1 0 OR 2 D FOR
CHECK DAM APPLICATIONS
DETAIL E2 -C1 PLAN VIEW - CHECK DAM
MRANCEMENT FOR CARTER NISI DITCHES FWITH BL OWTI
TUTS
DETAIL CHECK PAM FOR LARGE DITCHES
K WITH EROSION EELS
TWI0V ETA. STUDDED
T- (5-7 LENGTH) ANGLED STAKE
SPAM POSTS EVERY 2 TOP FACING TO1
TOP OF DITCH OF L LENGTH FLOW DIRECTION
TOP OF DRCH
FREEBOMD (MIN I )
,0.
ROW
INSTAL EELS OVER
AT
�► I
FLOCMAT 'CRADLE'
+ ANCHOR
LOOPS
CENTERLINE OF UPPER EELS ARE
OVER JOINT LOCATIONS OF LOWER
(SEE DETAIL E1-G
D EELS AT SIDES OF
I
ON SHEET E -1)
TO PREVENT
SING
y
1
NOTE
EMBEDMENT
E
LENGTH EELS WD UP ALONG DITCH
MPUCAB TOURGE
THREE EROSION EELS STACK (FOR 95.0 EELS)
EROSION EELS" STACK
WIDTH
DITCHES WHERE
ZLLI�
FOR 9 5•0 EELS (AS
ONE EEL IS NOT
STACK USE MIXTURE SPECIFICATION 1 0
SHOWN) USE MIXTURE
SUFFICIENT TO
SPAN LENGTH
�- 10 FOOT EROSION '
USE ONE OR MORE EELS AS NEEDED F EEL (TYP)
To SPAN WIDTH OF GLITCH NOTE TO
,UI FLOW ARRANGE EELS IN A
CURVED ANGLED PATTERN TO MAXIMIZE USE EROSION EEL MIXTURE
EXPOSED SURFACE AREA TO FLOW �1 SPEDIFICATON 1 0 OR 2 D FOR
CHECK DAM APPLICATIONS
DETAIL E2 -C1 PLAN VIEW - CHECK DAM
MRANCEMENT FOR CARTER NISI DITCHES FWITH BL OWTI
TUTS
DETAIL CHECK PAM FOR LARGE DITCHES
K WITH EROSION EELS
TWI0V ETA. STUDDED
T- (5-7 LENGTH) ANGLED STAKE
SPAM POSTS EVERY 2 TOP FACING TO1
TOP OF DITCH OF L LENGTH FLOW DIRECTION
TOP OF DRCH
FREEBOMD (MIN I )
,0.
ROW
AT
�► I
+ ANCHOR
LOOPS
CENTERLINE OF UPPER EELS ARE
OVER JOINT LOCATIONS OF LOWER
ANCHOR
LOOPS
PROVIDE SCOUR
PROTECRON O
�DOWNSLOPE SIDE OF
All FEL CHECK DAYS
EELS USE 1 5 LENGTH EELS AT
BASE 0< DRCH
n J'
BASE OF DITCH
EMBEDMENT
E
LENGTH EELS WD UP ALONG DITCH
THREE EROSION EELS STACK (FOR 95.0 EELS)
EROSION EELS" STACK
(AS SHOWN) WITH TWO PLACED AT THE BASE OF
FOR 9 5•0 EELS (AS
Y,n ]
STACK USE MIXTURE SPECIFICATION 1 0
SHOWN) USE MIXTURE
EMBEDMENT
OTHER STACK ARRANGEMENTS CAN BE USED
SPECIFICATION 1 0 OR
INCLUDING 3- 80TTON, 2- MIDDLE, 1 -TOP STACK
20 PROVIDE TWO OR
NO RE EELS IN STACK
AS NEEDED
DETAIL E2 -F
SECTION - TYPICAL DETAIL - REINFORCED
DETAIL E2 -E SECTION - TYPICAL DETAIL -
CHECK DAN FOR
HIGH FLOW APPLICATIONS FOR LARGER
FMMI FOR 95'W
REINFORCED VERTICAL STACK' CHECK DAN FOR HIGH
DRCHFS
'Ti EFIc
N S
it OW A - LG110N5 FOR o 5'. EEC (OPTION Al
DETAIL PITS
L
EROSION EEL STACKING
STAGGERED POST ARRANGEMENT FOR
VEROGAL STALKED EEL CHECK DAM
T -POST PLACED
10' EROSION EELS" AT ENDS OF
OR COMBINATIONS OF EEL CHECKS
1 5' LENGTH EELS r EEL BUTT JOINT
1 (SEE DETAIL E1 -81)
2 /(TYP)
AT
AT
PLACE SECOND ROW OF EELS HERE
CENTERLINE OF UPPER EELS ARE
OVER JOINT LOCATIONS OF LOWER
2 METAL T -POSTS MT CAL AT
LOCATIONS SHOWN) PLACE POSTS
EELS USE 1 5 LENGTH EELS AT
AT FRONT AND REAR OF EELS AT
ENDS OF STACKED LAYERS OR 10
ALL JOINT LOCATIONS AS SHOWN
LENGTH EELS WD UP ALONG DITCH
SIDESLOPES DETAIL E2 -E(A) PLAN NEW -
REINFORCED CHFC
NTS
DETAIL REINFORCED CHECK DAMS
WITH EROSION EELS
cn A AIDE
r D (i
SE TAI I T NCE TOE -OF -BANK To 2A-T RESTORE
i I TEMPORAR WORKSPACE 19 j\
SEE DETAIL SILT FENCE TOP -OF -BANK
lY0 ROANS SPACED Z MART) . . 1 (IMO ROWS SPACED 2 APART) i ( ST QUO
' YA.TLAND• . • I I COYPACR
!HYDRAULICALLY MAT 7010 OR ENGINEER APPROVED EQUIVALENT
. . . . . . APPLIED 4ULCH/SEED MIXTURE PER ON CONTROL DEVICE NOTES BF,OTOM TYPICAL
• CROSS SECTION /
CONSTRUCTION ROAD CONSTRUCTION ROAD
NSTALL SILT FENCE PRIOR gg
-1L�TC.ANjI TO AND CONSTRUCTION G uuulll
i I CONSIRUCTId1 ROOSEO GAS i/ f
PIPELINE (INSTALLED �-
. . . GENERAL NOTES
VIA HDD BORE) h
I NO WASTES. P SPOILS, SOLIDS AN FILLS Fr
WILL BE PLACES NMIN WETLANDS -
WATERS OR RIPPARIAN AREAS
TYPICAL PR ANO POR- oNC7R I TION P AINVI W / v\
2 RESTORED CROSSINGS SHALL BE
RESTORED TO ORIGINAL CONTOURS I ( STABILIZE PILL �
EASEMENT ONCE CONSTRUCTION IS COMPLETED
' C J TREES WILL BE CUT AND STUMPS LEFT \ \ \
N PLACE 1
SEE DETAIL I DETAIL 1 TO RESTORE THE CORRIDOR IN WETLAND ,r WELL - VEGETATED AREA
SILT FENCE I SILT fENCE AREAS THE CONTRACTOR WILL USE A
- AVEZLAND• I NATIVE SEEN MIX WHICH WILL BE NOTES, \ OR SEDIMENT) BARRIER
DISTRIBUTED "IN PLACEHOLDER .. (IF REQUIRED
SPECIES TO PROVIDE SQL STABILIZATION 1 INSTALL ON SLDPVG TERRAIN AS REOUIRED
UNTIL THE PERMANENT SEEDING
GERMINATES AND BECOMES
-• -•- -. -.- ESTABUSHED MI5 SEED MIX WILL BE _ RepuleA Sppcmp Tor WPtwIL, I
• -. -. -. _. -.- COMPRISED OF SPECIES THAT ARE -I I -I I I -III -I I I ORDINARY HIGH WATER MARK I I I -i I I I -I I SlPpe Percent FERC's Spaanp (Fl )
NATIVE TO ME COUNTY (WITH ME - 1
EPECIES N OF ME PLACEHOLDER I IM I -I I I I -III -I I I -I I I -I I SPECIES
5 REFER TO PLANS FOR PLACEMENT OF
N SILT FENCE HONG DISTURBED LIMITS 2 MNNTAN NROUQIIXIT CONrtR C,1ICN AND
6 ADDITIONAL MEASURES MAY BE I I -I I -I I I -I I I REPAIR AT TH END OF EACH
NECESSARY IN ORDER TO PROTECT 3 ET TNT A5 STABIUZEp BY
AFFECTED CREEKS AND WETLANDS _ XI TINp�B ALL ON OR55INSTAL STAKED
GE
• ORDUROT MATS TIMBER PATS -I I I, ) _ 1 CT&pNTpWpLL�� T EQUIP FNTA'� SEE PLAN MEW SE D TN S T NC •• •• • - OR TEMPORARY BRIDGING CONS75RUpCpDE E BE
AO ROWS SPACED 2
APART) I -III -I I I -I I I -I I I -I I I I I TEMPORARY MATTING 5 SILpPESL> SR�REEERE�INE BASE oIN LC` PEA
NETLAND. 5 5.Rt F FiRTH IN gpp ANA
-I I I I I I -I I I_ I I NOR ROM F TNGSOVNWIL REHEYtATI H�SDtU &SSFUL
SAE[S DpE� W IN iH PIAN�/TRERRp TERI
PROVIDE MINIMUM J 12' OF EROSION CGNMOL OFABRIC AS SHOWN F RST B TI TEMPORARY E TRL�TICN WATER S� TIN�WSR GIMEAYB N�/G
USED To ALLOW A
TERRACE TO CROSS ME TRENMl1NE
TYPICAL CONSTRUCTION PLANVIEW
DEMAIL TYPICAL WETLAND CROSSING DETAIL DENAIL DETI
STREAMBANK STABILIZATION WATER BARS
NOTES
PRELIMINARY - NOT FOR CONSTRUCTION
THE LOCATION AND/OR ELEVATION OF THE EKISRNG UTILITIES SHOWN HEREON G BASED ON UTILITY COMPANY RECORDS, AND WHERE POSSIBLE, NERD
MEASUREMENTS. THE CONTRACTOR SFFALL NOT RELY UPON INS INFORMATION AS BEING EXACT OR COMPLETE DETAILED VERIFICATION OF DUMMY,
SIC, LOCATION AND DEPTH SHOULD BE MADE BY THE CONTRACTOR PRIOR TO ANY DECISION RELATIVE THERETO IS MADE NOON CAROUNA STATE LAW
REQUIRES ANYONE ENGAGING IN EXCAVATION TO NOTIFY ALL KNOWN UNDERGROUND UTILITY OWNERS, NO LESS THAN TWO (2) WORKING DAYS PRIOR
TO THE DATE OF THEIR INTENT TO EXCAVATE AND ALSO TO AVOID ANY POSSIBLE HAZARD OR CONFLICT NORTH CAROLINA ONE CALL DILL BILL
MATERWLSUMMARY
1: a9�.9T.11 '
FLSHER & AR AI T.W INC.
TINT7mA-Nb.BWWAn NI.m.�,TA>® c
aTJae9aLC TYS ETSaFDaos JL�IL®
PROJECT NO SN 526;1 DATE
rdm Piedmont
Natural Gas
WSION & SEDIMENT CONTROL PLA
LINE 29"ESSER ROAD 12" EXTENSION
DETAILS
DRAWING NO PNG4.N29"EWERRD•EP9C-096

EROSION CONTROL
DEVICES -
(AS APPROPRIATE)
L g aE
ak t ak ATWS Ilk
_a lI[ UPLAND
ak
WETLAND ATWS SETBACK
-1, WETLAND
TOPSOIL
MATERIAL k i
SUBSOIL 'k - -1 d
8
MATERIAL 2k
NOTES RDUROY OR TIMBER
MATS (METHOD P ONLY)
1 SEGREGATE TOPSOIL FROM THE AREA DISTURBED BY TRENCHING, EXCEPT IN AREAS WHERE STANDING WATER IS
PRESENT OR SOILS ARE SATURATED OR FROZEN
2 RE -SEED W/ ANNUAL NATIVE GRASSES FROM THE AREA WHERE STANDING WATER IS PRESENT OR SOLS ARE
SATURATED OR FROZEN
3 NO FERTILIZER OR LIME SHALL BE USED
A INSTALL TRENCH PLUGS A WATERBAR ON BOTH SIDES OF WETLANDS IF THE HYDROLDOCAL CONDITIONS WOULD GRAIN
THE WETLAND
5 DO NOT USE UQUID MULCH BINDERS WITHIN 100 FEET O WETLANDS OR WATERBODIES
DETAIL WETLAND OPEN CUT PIPELINE
P
SEWN -IN CONNECT
S.EEVE FOR PUMP
DISCHARGE HOSE (OPTIONAL)
FA
SIL1 FENCE
WTH WIRE BACKING iiJ�J
( S
GEOTE %ALE FABRIC (TYPE /S
UNDER AND COVERING ENTIRR ( E
SILT -SAVER
FI
WOOD
GEOTE %TILE FABRIC (T
OR EXISTING VEO
1 '
A
Em10mfMNCE FMNlTMAI
rTOP OF BANK -- --
STREAM
PHH.AY— !NH IIEFW
EROSION CONTROL
DEVICE(S)
APPROPRIATE
PUSH/PULL /
JUTE OF EQUAL EROSION
STAGING
S SPOIL
AREA
INS
CAT
CONSTRUCTION
-I,
d
R IAL
TOPSOIL LIMIT VARIE S
ZIP
��a
1�K
(ATYS)
MATERIAL
1�
I
' UPLAND
SILT FENCE AS REOTJ
SUBSOIL
WETLAND
TLAND SETBACK
SPOIL
MATERIA
AWE
`
TO CONTROL RUNDFF FROM
MATERIAL
NOTES.
SPOIL 1 SEGREGATE TOPSOL FROM THE AREA
_
MATERIAL DISTURBED BY TRENCHING. EXCEPT IN
AR EAS WHERE STANDING WATER IS
SPDIN STORAGE AREA �a
PRESENT OR SOILS ARE SATURATED
CLEARING
OR FROZEN
2 INSTALL TRENCH BREAKERS k
WATERBARS ON BOTH SIDES OF
_
3 DO NOT SEED WETLAND AREAS
STUMPS REMAIN IN PLACE
s NO FERTILIZER OR UME IS PERMITTED
CORDUROY/TIMBM MATS
5 00 NOT USE LIQUID MULCH BINDERS
EXCEPT AS DEEMED
WATERBOOIES.
(METHOD II ONLY) IF NEEDED
NECESSARY FOR SAFE
_
CONSTRUCTION LIMITS
INSTALLATION
STUMPS REMAIN IN PLACE EXCEPT AS
VARIES
PIPELINE
DEEMED NECESSARY FOR A SAFE INSTALLATION
/
EROSION CONTROL
DEVICES -
(AS APPROPRIATE)
L g aE
ak t ak ATWS Ilk
_a lI[ UPLAND
ak
WETLAND ATWS SETBACK
-1, WETLAND
TOPSOIL
MATERIAL k i
SUBSOIL 'k - -1 d
8
MATERIAL 2k
NOTES RDUROY OR TIMBER
MATS (METHOD P ONLY)
1 SEGREGATE TOPSOIL FROM THE AREA DISTURBED BY TRENCHING, EXCEPT IN AREAS WHERE STANDING WATER IS
PRESENT OR SOILS ARE SATURATED OR FROZEN
2 RE -SEED W/ ANNUAL NATIVE GRASSES FROM THE AREA WHERE STANDING WATER IS PRESENT OR SOLS ARE
SATURATED OR FROZEN
3 NO FERTILIZER OR LIME SHALL BE USED
A INSTALL TRENCH PLUGS A WATERBAR ON BOTH SIDES OF WETLANDS IF THE HYDROLDOCAL CONDITIONS WOULD GRAIN
THE WETLAND
5 DO NOT USE UQUID MULCH BINDERS WITHIN 100 FEET O WETLANDS OR WATERBODIES
DETAIL WETLAND OPEN CUT PIPELINE
P
SEWN -IN CONNECT
S.EEVE FOR PUMP
DISCHARGE HOSE (OPTIONAL)
FA
SIL1 FENCE
WTH WIRE BACKING iiJ�J
( S
GEOTE %ALE FABRIC (TYPE /S
UNDER AND COVERING ENTIRR ( E
SILT -SAVER
FI
WOOD
GEOTE %TILE FABRIC (T
OR EXISTING VEO
1 '
A
Em10mfMNCE FMNlTMAI
rTOP OF BANK -- --
STREAM
PHH.AY— !NH IIEFW
EROSION CONTROL
DEVICE(S)
APPROPRIATE
PUSH/PULL /
JUTE OF EQUAL EROSION
STAGING
CONTRO FABRIC ON BANKS
AREA
INS
CAT
-I,
d
-L L
4 -L
t g
ADDITIONAL
ZIP
��a
1�K
(ATYS)
1�
]i g
' UPLAND
WETLAND
TLAND SETBACK
SPOIL
MATERIA
AWE
`
NOTES.
SPOIL 1 SEGREGATE TOPSOL FROM THE AREA
MATERIAL DISTURBED BY TRENCHING. EXCEPT IN
AR EAS WHERE STANDING WATER IS
REDUCED ROW
PRESENT OR SOILS ARE SATURATED
CLEARING
OR FROZEN
2 INSTALL TRENCH BREAKERS k
WATERBARS ON BOTH SIDES OF
THE WETLAND IF HYDROLOGIC
CONDITIONS WOULD DRAIN THE WETLAND
3 DO NOT SEED WETLAND AREAS
W/SATURATED SOIL
s NO FERTILIZER OR UME IS PERMITTED
5 00 NOT USE LIQUID MULCH BINDERS
WITHIN 100 FEET OF WETLANDS OR
WATERBOOIES.
DETAIL PUSH /PULL WETLAND CONSTRUCTION
0
LIFTING NOTES
I SEDIMENT FILER BAGS SHOULD NOT BE PLACED WTHIN A JURISDICTIONAL
WETLAND OR WITHIN 50 FEET Or A STABILIZED OUTLET, STREAM, OR
OTHER NATURAL WATERS RESOURCE
2 CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE
SEDIMENT FILTER BAG WHEN PUMPING
3 SEDIMENT FILTER BAGS SHALL BE REPLACED WHEN SEGMENT HAS
ACCUMULATED TO A OF THE BAGS CAPACITY OR IN ACCORDANCE WITH
THE MANUFACTURES RECOMMENDATIONS
iWil"'ii� <W� �7TITPa�
SILT FENCE FENCE -
WTH ORE BACKING\
GEOTE %TILE FABRIC .
(TYPE III) OR
EXISTING VEGETATION
DETAIL
S TYPICAL SEDIMENT FILTER BAG
NOTES
PRELIMINARY IN NOT FOR CONSTRUCTION
THE LOCATION AND/OR ELEVATION OF THE OWING U ILTITES SHOWN HEREON IS BASED ON UTILITY COMPANY RECORDS, AND WHERE POSSIBLE, FIELD
MEN
MEASURETS. THE CONTRACTOR SHALL NOT RELY UPON THIS INFORMATION AS BERG EXACT OR COMPLETE DETAILED VERIFICATION OF EXISTENCE,
50% LOCATION AND DEPTH SHOULD BE MADE BY THE CONTRACTOR PRIOR TO ANY DECISION RELATIVE THERETO IS MADE NORTH CAROLINA STATE LAW
REQUIRES ANYONE ENGAGING IN EXCAVATION TO NOTIFY ALL KNOWN UNDERGROUND UTILITY OWNERS, NO LESS THAN TWO (2) WORRYING DAYS PRIOR
TOTHE DATE OF THEIR INTENT TO EXCAVATE AND ALSO TO AVOID ANY POSSIBLE HAZARD OR CONFLICT NORM CAROLINA ONE CALL DULL OIL
FILTER BAG
SE WOOD CHIPS
PAD TO LEVEL BAG FROM
NATURAL GROUNDUNE
SECTION A -A
DETAIL TYPICAL UTILITY LINE BEDROCK GREEK GROSSING
R
50 MINIMUM
10 -0' EMSTING VEGETATIVE
MINIMUM RUFFER
GEOTEXTILE
FABRIC (TYPE III)
SILT FENCE
"Y" "RE
BACKING -TOP OF "ANN
A STREAM
7...
OR EXISTING VEGETATION
MATERIAL SUMMARY
REVISIONS
DIRECTION OF
STREAM FLOW
1
O
SLOT OR
fi
IN CHANNELS ROLL OUT STRIPS ANCHOR MATING
OF MATTING PARALLEL TO THE IN A 12* TRENCH
DIRECTION OF FLOW JON STRIPS BY
ANCHORING AND
OVERLAPPING
GENERAL NOTES,
1 DITCH LINES OVER 3 PERCENT MUST BE MATTED WTH NORTH AMERICAN GREEN DS-75 MATTING OR EQUIVALENT
2 APPLY SEED BEFORE LAYING ME NET OR MAT IF OPEN -WEAK NETTING IS USED, LIME MAY BE INCORPORATED BEFORE INSTALLING THE NET AND
FERTILIZER AND SEED MAY RE SPRAYED ON AFTERWARD
3 START LAYING ME NET FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL IT DOW THE GRADE ALLOW NETTING TO LAY LOOSELY ON THE SOIL
BUT WITHOUT WRINKLES -00 NOT STRETCH
A TO SECURE THE NET BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS THAN 12 INCHES DEEP COVER NTH SOR, AND TAMP FIRMLY STAPLE
THE NET EVERY 12 INCHES ACROSS THE TOP END EVERY 3 FEET AROUND THE EDGES AND BOTTOM MERE 2 STRIPS OF NET ARE WD SIDE BY SIDE.
THE ADJACENT EDGES SHOULD BE OVERLAPPED 3 INCHES AND STAPLED TOGETHER EACH STRIP OF MATING SHOULD ALSO BE STAPLED DOM ME
CENTER EVERY 3 FEET
5 STREAM BANKS WLL BE STABILIZED WITH EITHER COIR MATTING OR ENKAMAT AS PER TABLE IN DETAIL 10/7
M IN NAIF/y, N6 NOIP�
1 INSPECT ROLLED EROSION CONTROL PRODUCTS (RECP) AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (0.5. OR GREATER) RAIN FALL EVENT
2 GOOD CONTACT Wi THE GROUND MUST BE MAINTAINED AND EROSION MUST NOT OCCUR BENEATH THE RECD
3 ANY AREAS OF RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WTH THE GROUND SHALL BE REPAIRED AND STAPLED
♦ IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED TURD THE ERODED AREA PROTECTED
5 MONITOR AND REPAIR THE RECP AS NECESSARY JNRL GROUND COVER IS ESTABLISHED
'REF 61712 NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, 20%
DETAIL
T TEMPORARY MATTING DETAIL
FISHER & INC ,
N ARNOLD
Mm DmTm Tm.IROAss .bL ARNOLD, IN T
HOSJ"RI" FR,:ATS3eoRO6 JlatrameM®
PROJECT NO. SNSM DATE
rail Piedmont
Natural Gas
WSION & SEDIMENT CONTROL PLA
LINE 2"ESSER ROAD 12" EXTENSION
DETAILS
DRAWING NO PNG4N28C.MEWERRD4EPSC406
FINIS,, eADE
JUTE OF EQUAL EROSION
CONTRO FABRIC ON BANKS
INS
CAT
ZIP
DETAIL TYPICAL UTILITY LINE BEDROCK GREEK GROSSING
R
50 MINIMUM
10 -0' EMSTING VEGETATIVE
MINIMUM RUFFER
GEOTEXTILE
FABRIC (TYPE III)
SILT FENCE
"Y" "RE
BACKING -TOP OF "ANN
A STREAM
7...
OR EXISTING VEGETATION
MATERIAL SUMMARY
REVISIONS
DIRECTION OF
STREAM FLOW
1
O
SLOT OR
fi
IN CHANNELS ROLL OUT STRIPS ANCHOR MATING
OF MATTING PARALLEL TO THE IN A 12* TRENCH
DIRECTION OF FLOW JON STRIPS BY
ANCHORING AND
OVERLAPPING
GENERAL NOTES,
1 DITCH LINES OVER 3 PERCENT MUST BE MATTED WTH NORTH AMERICAN GREEN DS-75 MATTING OR EQUIVALENT
2 APPLY SEED BEFORE LAYING ME NET OR MAT IF OPEN -WEAK NETTING IS USED, LIME MAY BE INCORPORATED BEFORE INSTALLING THE NET AND
FERTILIZER AND SEED MAY RE SPRAYED ON AFTERWARD
3 START LAYING ME NET FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL IT DOW THE GRADE ALLOW NETTING TO LAY LOOSELY ON THE SOIL
BUT WITHOUT WRINKLES -00 NOT STRETCH
A TO SECURE THE NET BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS THAN 12 INCHES DEEP COVER NTH SOR, AND TAMP FIRMLY STAPLE
THE NET EVERY 12 INCHES ACROSS THE TOP END EVERY 3 FEET AROUND THE EDGES AND BOTTOM MERE 2 STRIPS OF NET ARE WD SIDE BY SIDE.
THE ADJACENT EDGES SHOULD BE OVERLAPPED 3 INCHES AND STAPLED TOGETHER EACH STRIP OF MATING SHOULD ALSO BE STAPLED DOM ME
CENTER EVERY 3 FEET
5 STREAM BANKS WLL BE STABILIZED WITH EITHER COIR MATTING OR ENKAMAT AS PER TABLE IN DETAIL 10/7
M IN NAIF/y, N6 NOIP�
1 INSPECT ROLLED EROSION CONTROL PRODUCTS (RECP) AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (0.5. OR GREATER) RAIN FALL EVENT
2 GOOD CONTACT Wi THE GROUND MUST BE MAINTAINED AND EROSION MUST NOT OCCUR BENEATH THE RECD
3 ANY AREAS OF RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WTH THE GROUND SHALL BE REPAIRED AND STAPLED
♦ IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED TURD THE ERODED AREA PROTECTED
5 MONITOR AND REPAIR THE RECP AS NECESSARY JNRL GROUND COVER IS ESTABLISHED
'REF 61712 NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, 20%
DETAIL
T TEMPORARY MATTING DETAIL
FISHER & INC ,
N ARNOLD
Mm DmTm Tm.IROAss .bL ARNOLD, IN T
HOSJ"RI" FR,:ATS3eoRO6 JlatrameM®
PROJECT NO. SNSM DATE
rail Piedmont
Natural Gas
WSION & SEDIMENT CONTROL PLA
LINE 2"ESSER ROAD 12" EXTENSION
DETAILS
DRAWING NO PNG4N28C.MEWERRD4EPSC406

WORK AREA LL rY- IBYIRIRAL�
t
`IMxI m
r —rxrxW WOODEN STAKES PIACEO I&=
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AREA TO BE
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2. A
2. tLTM ME 0 A- FU ILE O FkTELTEii APP lCAXION
CUI rA
a OOWOBT MATERI#L TO ON &TIE. AS
OETENa -ED BY ENOXFIIa
FILTREXX® SEDIMENT CONTROL
NITS
Hgm 5 T f rgmwng DeFpn Drawing for Check Dam
Orara alwt wmeaN ro - aaaw w n0 Tea
wroarwaaaomLTo
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r :raarwR�srFmNAanrac ��'
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l flkarRW fWI- tFl6rF ®AlMror6aRrNMI -L
a ooraAeraeiaaE -am -A raMVOxnaD. kcuum
FILTREXX® CHECK DAM
NTIS
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NOTES
PRELIMINARY - NOT FOR CONSTRUCTION
THE LOCATION AND/O0. ELEVATION OF THE EXISTING URIITIES SHOWN HEREON D RASED ON UTILITY COMPANY RECORDS, AND WHERE POSSIBIE, FIELD
MEASUREMENTS THE CONTRACTOR SHALL NOT RELY UPON THIS INFORMATION AS BEING BRACT OR COMPLETE DETAILED VERIFICATION OF EKISTENC14
SUE, LOCATION AND DEPTH SHOULD RE MADE BY THE CONTRACTOR PRIOR TO ANY DECISION RELATIVE THERETO R MADE NORTH CAROLINA STATE LAW
REQUIRE ANYONE END IN EXCAVATION TO NOTIFY ALL KNOWN UNDERGROUND UTIUTY OWNERS, NO LESS THAN TWO (2) WORKING DAYS PRIOR
TO THE DATE OF THEIR INTENT TO EXCAVATE AND ALSO TO AVOID ANY POSSIBLE HAZARD OR CONFLICT NORTH CAROLINA ONE CALL DILL BSS
MATERIAL SUMMARY
Fkme52 Engines -Ig OnW Dr—ng for Srcpng Check Dam m Irw nose Daslgn Hrghr.
FILTREXX° CHECK DAM OPTION 2
NTS
SSa 1 FENU- L Input Deter Wr-1 I Va—, Y E,
NOF -SS Etq -entlg Dcalgn Drawing M, I-erbd ODCk IN. laW Nr SID. fl—
lei rulurr dun' 1 SIWM 1 Em & SM— tC<etml 1335
�Fi%m & ARNOLD, INC.
Tmvme- Tm.aa.AU H"h.�T aDf
asaegalKI eceFaaoaO� `AA
PROJECT NO. SN OM DATE
ratPiedmont
Natural Gas
tOSION III, SEDIMENT CONTROL PLA
LINE 29"ESSER ROAD 12" EXTENSION
DETAILS
DRANANG NO PNG4.MZ9"ESSERRD- EPSC-0O7