20201436 Ver 1_ePCN Application_20210209

DWR
Division of Water Resources
Pre -Construction Notification (PCN) Form
October 26, 2020 Ver 3.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes IT No
Change only if needed.
BIMS # Assigned * Version#*
20201436 1
Is a payment required for this project?*
r No payment required
r Fee received Reviewing Office*
r Fee needed - send electronic notification Fayetteville Regional Office - [phone]
Select Project Reviewer*
Chad Turlington:eads\ccturlington
Information for Initial Review
la. Name of project:
COURTESY COPY Line 5 Little Marsh Swamp HDD Replacement
1a. Who is the Primary Contact?*
Joey Lawler, PWS
1b. Primary Contact Email:* 1c. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
2/9/2021
Nearest Body of Water
Little Marsh Swamp
Basin
Lumber
Water Classification
C, Sw
Site Coordinates
Latitude: Longitude:
34.9094390-79.0887880
Pre -Filing Meeting Information
ID# Version
20201436 1
Pre -fling Meeting or Request Date*
10/8/2020
Attach documentation of Pre -Filing Meeting Request here:*
DWR Pre -Filing Meeting Request Form.pdf 52.22KB
A. Processing Information C^U
County (or Counties) where the project is located:
Robeson

Is this a NCDMS Project
r Yes r No
Is this project a public transportation project?*
r Yes r No
la. Type(s) of approval sought from the Corps:
* Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
r Yes
r No
1b. What type(s) of permit(s) do you wish to seek authorization?
W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number: 12 - Utility Lines
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
r Owner W Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Piedmont Natural Gas (Easement Only) ; See attached list for owners
2b. Deed book and page no.:
See attached list
2c. Responsible party:
Piedmont Natural Gas (easement only)
2d.Address
*
r Yes r No
r Yes r No

Street Address
4720 Piedmont Row Drive
Address tine 2
City
Charlotte
Postal / Zip Code
28210
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Elizabeth Lemons, PE
3b. Business Name:
Piedmont Natural Gas
3c.Address
Street Address
7420 Piedmont Row Drive
Address tine 2
City
Charlotte
Postal / Zip Code
28210
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Joey Lawler, PWS
4b. Business Name:
S&ME, Inc.
4c.Address
Street Address
2016 Ayrsley Town Blvd, Suite 2A
Address Line 2
City
Charlotte
Postal / Zip Cde
28273
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Agent Authorization Form Line 5 HDD.pdf
C. Project Information and Prior Project History
Project Information
1b. Subdivision name:
it apprcpr ate)
N/A
1c. Nearest municipality/ town:
Lumber Bridge
F-
2. Project Identification
State / Ravine / Rion
NC
Country
USA
2f. Fax Number:
Slate/Fr vine/tllegion
NC
Country
USA
3e. Fax Number:
State / Rmince / Region
NC
Country
USA
4e. Fax Number:
190.26KB

2a. Property Identification Number:
See attached list
2c. Project Address
Street Address
North of W. Main Street and south of McGogan Rd
Address tine 2
CKY
Lumber Bridge
Postal / Zip Code
28357
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Little Marsh Swamp
3b. Water Resources Classification of nearest receiving water:*
C; SW
3c. What river basin(s) is your project located in?*
Lumber
3d. Please provide the 12-digit HUC in which the project is located.
from collecting the necessary data.
4. Project Description and History
2b. Property size:
-4.3
State / Province / I?gion
NC
Country
Robeson
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
PNG is planning to replace a segment of the Line 5 natural gas transmission pipeline where anomalies were detected. The old pipe will be replaced with new pipe that will be installed by
horizontal directional drill (HDD). This segment of Line 5 is located beneath Little Marsh Swamp, north of NC Highway 20 and south of McGougan Road in Robeson County, NC.
Approximately 1,270 linear feet of the existing pipe is proposed for replacement by HDD.
The project area consists primarily of the existing Line 5 easement that is abutted to the north and south by open land and residential property. Proposed areas of temporary workspace
that are located southeast and northwest of the open areas consist of wooded forests and Little Marsh Swamp.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
2 - USGS Topo.pdf
649.74KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
3 - Soils.pdf 576.59KB
4f. List the total estimated acreage of all existing wetlands on the property:
- 6.85
4g. List the total estimated linear feet of all existing streams on the property:
- 55
4h. Explain the purpose of the proposed project:*
Purpose of the project is to replace a segment of natural gas transmission pipeline where corrosion has rendered the existing pipe a safety concern.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
To install the new pipe, an HDD rig will be staged on the south side of the Little Marsh Swamp. Temporary workspace will be established in higher ground to accommodate the rig and
stage the pipe. Ground disturbance from minor grading, leveling of workspace and establishment of staging and stockpile areas should be limited to higher ground in this area.
The HDD rig will begin drilling a pilot hole north within the existing easement area. Different drill heads will then be used to widen the pilot hole to a diameter sufficient to accommodate
the new pipe. Specialized fluid will be pumped into and circulated through the hole in order to prevent its collapse prior to pipe insertion. The pipe that will be used for the new line will be
staged and strung in the existing easement in the northern portion of the project area. The pipe segments will be welded together and inspected for structural integrity, and then will be
pulled through the hole drilled by the HDD rig. Once the pipe is pulled through, both ends will be welded to the existing pipe, and the old segment of pipe will be retired. An Inadvertent
Return (IR) contingency Plan will be prepared for the project.
Vegetation removal within forested wetlands will not be required. Mechanized equipment will use the existing easement for travel purposes only, and will traverse on 16-foot wide
equipment mats. Additional temporary workspaces to be cleared have been sited in high ground. Appropriate erosion and sediment control practices outlined in the most recent version
of the "North Carolina Erosion and Sediment Control Planning and Design Manual" and approved by the local governing authority will be installed to help prevent sedimentation of
jurisdictional features as a result of the work.
Project -wide, approximately 0.08 acre of herbaceous wetlands located within the existing easement will be potentially impacted on a temporary basis by placement of the timber mats.
None of the impacts will result from clearing of forested wetlands. Impacts to Little Marsh Swamp Will be avoided by use of the HDD.
Following construction, temporarily disturbed wetlands within the easement will be restored to their original grades and contours and seeded with a native wetland seed mix. There
should be no loss of waters or conversion of forested wetlands.
4j. Please upload project drawings for the proposed project.
2020.10.22 IFC'S Details.pdf 8.96MB
2021.01.11 EC Drawings.pdf 6.01MB

5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No r Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): J. Lawler, PWS
Agency/Consultant Company: S&ME, Inc.
Other:
Sd1. Jurisdictional determination upload
Precip Data.pdf
95.05KB
Data Forms.pdf
279.21 KB
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
WA
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
W Wetlands r Streams -tributaries r Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
a. Site #* (?) 2a1 Reason (?) 2b. Impact type * (?) 2c. Type of W. 2d. W. name * 2e. Forested * 21'. Type of 2g. Impact
Jurisdicition*(?) area*
-A
Access T Headwater Forest WB No Both 0.080
(acres)
2g. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact
0.080 0.000
2g. Total Wetland Impact
0.080
2h. Comments:
Temporary impacts may result only from placement of timber mats within the epsting, maintained easement.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Work space has been limited to high ground areas. Use of HDD will avoid impacts to Little Marsh Swamp and adjacent forested wetlands.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Appropriate E&SC measures and BMPs will be employed during construction. The project will comply with relevant conditions of NWP-12 and GC-
4133.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
v
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes r No

2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Impacts are temporary and will not exceed 0.10 acre.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
If no, explain why:
The project is not located in a watershed subject to riparian buffer rules and will not create concentrated flow.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15ANCAC 02H .1003(2)?
r Yes r No
Comments:
WA
v. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)
u
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
Project is designed only to replace a damaged segment of exiting pipe.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
r Yes r No r' Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No

Sh. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
Si. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
51. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
NCNHP, FWS IPaC on on -site surveys conducted by S&ME Biologist.
Consultation Documentation Upload
NCNHP.pdf 657.46KB
iPac.pdf 198.81 KB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
https://www. fisheries. noaa. gov/resou rce/ma p/esse ntia I -fish -habitat -ma ppe r
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 status?*
r Yes
r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
Review of the National Historic Preservation Act GIS database indicated that there are no historically registered sites identified in the vicinity of the
assessment area.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8b. If yes, explain how project meets FEMA requirements:
Project will comply with applicable local floodplain regulations.
8c. What source(s) did you use to make the floodplain determination?*
https://flood.nc.gov/noflood/
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Property owner Information.pdf
Site Photos.pdf
Property owner Information.pdf
1 - Vicinity Exhibit.pdf
4 - Approx Waters.pdf
Signature
*
17 By checking the box and signing below, I certify that:
400.55KB
483.99KB
400.55KB
476.91 KB
809.51 KB
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
,bey Lawler
Signature
✓BEYL 4WLE{z

Date
2/9/2021

Property Owner Information
PNG Line 5 Little Marsh Swamp HDD
Owner Name Parcel ID Deed Book Page No.
Brett A. Miller & Wife 09030200202 1995 647
Jose Enriquez & Lourdes Alcantara 09030200205 1796 339
Nicholas L. Jefferson 09030200204 2188 465
Paul Randolph Matthews 09030200103 1405 528
John Buie McFadyen 947243433300 2115 441

S&ME, INC. / 9751 Southern Pine Blvd / p 704.523.4726 f 704.525.3953 / www.smeinc.com
AGENT AUTHORIZATION FORM
Date: _____________________
Project Information
S&ME Project Name: Piedmont Natural Gas Line 5 Repairs
Type of Project: Priority Repair Activities
Location: Multiple Eastern NC Locations
Property Owner/Rep Information
Owner Name: Piedmont Natural Gas
Mailing Address: 4720 Piedmont Row Drive
City, State, Zip Code: Charlotte, NC 28210
Telephone No. 704.731.4479
Contact: Elizabeth Lemons P.E. - Project Manager II
Agent Information
Business Name: S&ME, Inc.
Street Address: 9751 Southern Pine Blvd
City, State, Zip: Charlotte, NC 28273
Telephone No. 704.523.4726
Contact: Joey Lawler, PWS / Walter Cole, LSS / Ashley Bentz, PWS
Authorization: I, ________________________________________________, hereby authorize S&ME, Inc. to
submit information to and coordinate with the US Army Corps of Engineers
(USACE) and/or the NC Division of Environmental Quality (NCDEQ) and other
relevant Federal/State/Local agencies pursuant to obtaining necessary
environmental permits for the project referenced above. If applicable, this also
authorizes the USACE/NCDEQ to access the proposed easement for the
purposes of conducting site assessment/confirming the accuracy of delineated
boundaries, provided that prior notification is given.
Signature:_______________________________________________________________________________
9/4/2020
Elizabeth Lemons
0 4,000 8,000Feet
REFERENCE:GIS BASE L AYERS WERE OBTAINED FROM ERSI AND COUNTY SOURCES. THIS M AP IS FORINFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED AREAPPROXIMATED. THEY ARE NOT BASED ON CIVIL SU RVEY INFORMATION, UNLESS STATEDOTHERWISE. WETLANDS AREAS WERE PREVIOUSLY DISTU RB ED AND LOCATIONAPPROXIMATED.PRO JECT A REA
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.
11 " = 4,000 '
7-21-2020
7335-20-104
PNG LINE 5 SECTION 1 HDD DIG 12 - LITTLE MAR SH SWAMP ROBESON COUNTY, NORTH CAROLINADrawing Path: N:\Projects\2020\104 RLS Line 5 Section 1 HDDs\GIS\MAP SETS\Report Figures - dig 12\1- Vicinity.mxd plotted by kwallace 10-22-2020SITE VICINITY E XHIBIT
³
0 2,000 4,000(FE ET)
REFERENCE:GIS BASE L AYERS WERE OBTAINED FROM ERSI AND COUNTY SOURCES. THIS M AP IS FORINFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED AREAPPROXIMATED. THEY ARE NOT BASED ON CIVIL SU RVEY INFORMATION, UNLESS STATEDOTHERWISE. WETLANDS AREAS WERE PREVIOUSLY DISTU RB ED AND LOCATIONAPPROXIMATED.PRO JECT A REA
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.
21 " = 2,000 '
10-22-20
7335-20-104Drawing Path: N:\Projects\2020\104 RLS Line 5 Section 1 HDDs\GIS\MAP SETS\Report Figures - dig 12\2- Topo.mxd plotted by kwallace 10-22-2020USGS TOPOGRAPHIC MAP EX HIBIT
³
PN G LINE 5 SECTION 1 HDD DIG 12 - LITTLE MARSH SWAM P ROBESON COUNTY, NORTH CAROLINA
NoB
DpA
Pm
NoA
WaC
DpA
NoA
Jo
NoB
JT
N
C20
MCGOUGAN
0 500 1,000
(FEE T)
REFEREN CE:GIS BASE LAYERS WERE OBTAINED FROM ERSI AND COUNTY SOURCES . THISMAP IS FOR INFORMATI ONAL PURPOS ES ONLY. ALL FEATURE LOCATIONSDISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEYINFORMATION, UNLESS STATED OTHERWISE. WETLANDS AREAS WEREPREVIOUSLY DISTURBED AND LOCATION APPROXIMATED.
Leg end
PROJECT AREA
STREETS
DpA : Du pl in sandy lo am, 0 to 2 percent slopes
JT : Johnston soil s
Jo : Joh ns sandy lo am
NoA : No rfolk lo amy sand, 0 to 2 p erce nt slop es
NoB : Nor folk loa my san d, 2 to 6 percent slo pes
Pm : Plummer and Osier soil s
WaC : Wagram loam y sand , 6 to 10 perce nt slop es
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.
31 " = 500 '
7-21-2020
7335-20-104Drawing Path: N:\Projects\2020\104 RLS Line 5 Section 1 HDDs\GIS\MAP SETS\Report Figures - dig 12\3- Soils.mxd plotted by kwallace 10-22-2020WAKE COUNTY SOILS EXHIBIT
³
PNG LINE 5 SECTION 1 HDD DIG 12 - LITTLE MARSH SWAMP ROBESON COUN TY, N ORT H CAROLINA
MCGOUGAN
SCHMIDTLEGACYSH
O
O
K
N
C20
PRO JECT A REA
STRE ETS
WETLAND S
0 1,000 2,000(FE ET)
REFEREN CE:GIS BASE LAYERS WERE OBTAINED FROM ERSI AND COUNTY SOURCES . THIS MAP IS FORINFORMATIONAL PURPOSES ONLY. AL L FEATURE LOCATIONS DISPL AYED AREAPPROXIMATED. THEY ARE NOT B ASED ON CIVIL SURVEY I NFORMATION, UNLESS STATEDOTHERWISE. WETL ANDS AREAS WERE PREVIOU SLY DISTURB ED AN D LOCATIONAPPROXIMATED.
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.
41 " = 1,000 '
7-21-2020
7335-20-104Drawing Path: N:\Projects\2020\104 RLS Line 5 Section 1 HDDs\GIS\MAP SETS\Report Figures - dig 12\4 - Aerial.mxd plotted by kwallace 10-22-2020APPROXIMATE WATERS OF THE US EXHIBIT
³
WB
WA
PN G LINE 5 SECTION 1 HDD DIG 12 - LITTLE MARSH SWAMP ROBESON COUNTY, NORTH CAROLINA
REF. DWG(S) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMP10/22/2020JNT /JNTDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDATEREGIONALENGINEERDATEMGR TECHREC & STDDATEPRINCIPALENGINEERAPPROVALSF:\Northstar - Piedmont Natural Gas\20-222 PNG-NSES-LINE 5 HDD\Drawings\CD\20-222 HDD-1 Details.dwg 10/22/2020 10:13 AM
DISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-023-0001508015 OF 20N/ALINE 5 - SECTION 1 - HDD'SLEGEND SHEETLUMBER BRIDGE, NCDKJJNTJNT1843107000222379DKJ09/01/2020010/22/2020ISSUE FOR CONSTRUCTIONFayettenille Resource Center - Fayetteville, North Carolina COPYRIGHT 201814985SEALNORTHCAROLINAPROFESSIONALENGINEERJ.NEALTUCKER NCBEES CERT. NO.: C-1347STIMMEL PROJECT # 20-222PROPERTY BOUNDARYPROPOSED BUILDINGRIGHT OF WAYPROPOSED CENTERLINEPROPOSED CURB AND GUTTERPROPOSED FENCEPROPOSED GAS LINEPROPOSED FIBER OPTIC CABLEPROPOSED FIBER OPTIC DUCT BANKPROPOSED ELECTRIC DUCT BANKPROPOSED TREE LINE/CLEARING LIMITSBARBWIRE FENCEGUARDRAILCABLE TV LINECOMMUNICATION LINECONDUITSLEEVINGELECTRICAL LINERAILROAD TRACKSTELEPHONE LINEWETLANDSSTREAM100 YR. FLOODPLAIN0.2% FLOODPLAINNO FILL LINEFLOODWAY BOUNDARYEXISTING CURB & GUTTEREXISTING CENTERLINEEXISTING ELECTRIC LINEEXISTING UNDERGROUND ELECTRIC LINEEXISTING OVERHEAD ELECTRIC LINEEXISTING GAS LINEEXISTING CABLE TV LINEEXISTING FIBER OPTIC CABLEEXISTING ELECTRIC DUCT BANKEXISTING FIBER OPTIC DUCT BANKEXISTING TREE LINETEMPORARY CONSTRUCTION EASEMENTSITE:CTVCOMMXETTGFOCFP100FP50050% FLFWEXISTING 11.25° BENDEXISTING 22.5° BENDEXISTING 45° BENDEXISTING 90° BENDEXISTING BLOWOFFEXISTING CROSSEXISTING FDCEXISTING GATE VALVEEXISTING FIRE HYDRANTEXISTING PLUGEXISTING REDUCEREXISTING TEEEXISTING SANITARY SEWER MANHOLEEXISTING CLEANOUTEXISTING DRAINAGE MANHOLEEXISTING CURB INLETEXISTING GRATE INLETEXISTING YARD INLETEXISTING FLARED END STATIONPROPOSED DRAINAGE MANHOLEPROPOSED CURB INLET 'TYPE E'PROPOSED CURB INLET 'TYPE F'PROPOSED CURB INLET 'TYPE G'PROPOSED CURB INLET 'NO GRATE'PROPOSED GRATE INLETPROPOSED YARD INLETPROPOSED OFFSET CURB INLETPROPOSED SURFACE DRAIN INLETPROPOSED TRENCH DRAINPROPOSED FLARED END SECTIONPROPOSED HEADWALLPROPOSED CHECK DAMPROPOSED TERRA TUBEPROPOSED SILT FENCE STONE OUTLETPROPOSED SILT FENCE FIBER FILTRATION TUBE OUTLETPROPOSED FLOC LOGPROPOSED WIRE & GRAVEL INLET PROTECTIONPROPOSED STONE DOUGHNUT INLET PROTECTIONPROPOSED TERRA TUBE INLET PROTECTIONPROPOSED SLOPE DRAINPROPOSED SKIMMER OUTLETPROPOSED RIPRAP OUTLET PADUGEOHEGCTVFOCECURBING TO BE REMOVEDASPHALT SAW CUT LINEWALL TO BE REMOVEDFENCING TO BE REMOVEDEXISTING BUILDING TO BE REMOVEDEXISTING CONCRETE TO BE REMOVEDEXISTING ASPHALT TO BE REMOVEDEXISTING LAWN TO BE REMOVEDTREE / VEGETATION TO BE REMOVEDDEMO:EXISTING GRADING & EC:EXISTING UTILITIES:PROPOSED GRADING & EC:111111REVISION TRIANGLEEXISTING TAGSITE TAGEROSION CONTROL TAGUTILITY TAGDEMO TAGDETAIL BUBBLEKEY NOTES:SLVSLVEFOCFOCE***PROPOSED MAJOR CONTOURSPROPOSED MINOR CONTOURSPROPOSED STORM DRAINAGE LINEPROPOSED ROOF LEADEREXISTING MAJOR CONTOURSEXISTING MINOR CONTOURSEXISTING STORM DRAINAGE LINEDIVERSION BERMFLOW / SWALE LINELIMITS OF DISTURBANCESILT FENCETREE PROTECTION FENCEENCROACHMENT FENCEFIBER FILTRATION LOGSGRADING & EROSION CONTROL:RLRLRL100101>EPFSD100101XXXXXXXXXXXXXX
REF. DWG(S) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMP10/22/2020JNT /JNTDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDATEREGIONALENGINEERDATEMGR TECHREC & STDDATEPRINCIPALENGINEERAPPROVALSF:\Northstar - Piedmont Natural Gas\20-222 PNG-NSES-LINE 5 HDD\Drawings\CD\20-222 HDD-1 Details.dwg 10/22/2020 10:16 AM
DISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-023-0001509016 OF 20N/ALINE 5 - SECTION 1 - HDD'SGRADING AND EROSION CONTROL NOTESLUMBER BRIDGE, NCDKJJNTJNT1843107000232679DKJ09/01/2020010/22/2020ISSUED FOR CONSTRUCTIONFayetteville Resource Center - Fayetteville, North Carolina COPYRIGHT 201814985SEALNORTHCAROLINAPROFESSIONALENGINEERJ.NEALTUCKER NCBEES CERT. NO.: C-1347STIMMEL PROJECT # 20-222GENERAL NOTES1.THE CONTRACTOR SHALL VISIT THE SITE TO INFORM AND SATISFY HIMSELF OF ALLEXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. ANY DISCREPANCY BETWEENTHE SITE AND THOSE CONDITIONS REPRESENTED ON THE DRAWINGS SHALL BEBROUGHT TO THE ATTENTION OF THE OWNER AND THE ENGINEER IMMEDIATELY.2.ALL EXISTING UTILITIES AND/OR STRUCTURES INDICATED ON THE DRAWINGS ARE BASEDON A FIELD SURVEY. THE EXISTING IMPROVEMENTS SHOWN ON THESE DRAWINGS MAYNOT BE ALL-INCLUSIVE. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TOPROTECT THE UTILITY LINES AND OTHER IMPROVEMENTS SHOWN HEREON AND ANYOTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, UNLESSTHEY ARE SHOWN TO BE REMOVED OR RELOCATED. THE CONTRACTOR SHALL BERESPONSIBLE FOR MAKING ARRANGEMENTS FOR THE PROTECTION, RELOCATION ORREMOVAL OF CONFLICTING EXISTING UTILITIES AND SHALL BE FULLY RESPONSIBLE FORANY AND ALL DAMAGES RESULTING FROM HIS FAILURE TO LOCATE AND PRESERVE ANYAND ALL UNDERGROUND UTILITIES. BEFORE BEGINNING WORK THE CONTRACTORSHALL CONTACT THE N.C. ONE-CALL CENTER AT 811 TO HAVE ALL EXISTING UTILITIESLOCATED.3.THE LOCATION AND ELEVATIONS OF IMPROVEMENTS, TO BE MET OR CROSSED BYWORK, SHALL BE CONFIRMED BY FIELD MEASUREMENT, SUFFICIENTLY AHEAD OFCONSTRUCTION TO PERMIT REVISIONS TO THE PLANS, IF REVISIONS ARE NECESSARYDUE TO ACTUAL LOCATION OF EXISTING UTILITIES.4.THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITECONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDINGSAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLYCONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTORSHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESSFROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH PERFORMANCEOF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLENEGLIGENCE OF THE OWNER OR THE ENGINEER.5.THE CONTRACTOR SHALL VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVEBEEN OBTAINED FROM THE APPROPRIATE AUTHORITIES BEFORE BEGINNING WORK ONTHE PROJECT. APPROVED PLANS, APPROVAL LETTERS OR OTHER CERTIFICATES OFAPPROVAL SHALL BE MAINTAINED ON THE SITE AT ALL TIMES DURING CONSTRUCTION.6.CLEARING AND GRUBBING DEBRIS SHALL BE DISPOSED OF OFFSITE IN A PERMITTEDLANDFILL FACILITY. DISPOSAL ON THE PIPELINE EASEMENT OR IN OTHER LOCATIONS ISNOT ALLOWED.7.GAS MAIN INSTALLATION SHALL BE BY OPEN CUT UNLESS SHOWN OTHERWISE ON THEDRAWINGS. THE ENTIRE WIDTH OF THE RIGHTS-OF-WAY, EASEMENTS AND WORKSPACES SHALL BE CLEARED AND GRUBBED UNLESS SHOWN OTHERWISE ON THEDRAWINGS. ALL CLEARING DEBRIS - STUMPS, TREES, TOPS, BRUSH, ETC. SHALL BEREMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER.8. AREAS SHOWN AS ' TREE CUTTING ONLY - NO GRUBBING' SHALL BE CUT AT NO MORETHAN 12 INCHES ABOVE THE GROUND. STUMPS SHALL BE LEFT IN PLACE. LOGGINGMATS OR OTHER SIMILAR MEASURES SHALL BE USED AS NEEDED TO MINIMIZE GROUNDDISTURBANCE. ALL CLEARING DEBRIS - TREE TOPS, BRUSH, ETC. SHALL BE REMOVEDFROM THE SITE AND DISPOSED OF IN A LEGAL MANNER.9.SEE PLANS BY NORTHSTAR ENERGY SERVICES FOR PIPING LAYOUT AND INSTALLATIONREQUIREMENTS ALSO FENCING AND GATE DETAILS.10.SURFACE MATERIAL FOR STATION AREA SHALL BE 6” THICK #57 WASHED STONE. STONESHALL BE PLACED ON NON-WOVEN GEOTEXTILE FABRIC.11.IF FENCING REMOVAL AND REPLACEMENT IS REQUIRED FOR INSTALLATION OF THE GASMAIN, THE CONTRACTOR SHALL PROTECT REMOVED FENCING MATERIAL DURINGCONSTRUCTION. ANY FENCING MATERIAL THAT IS DAMAGED SHALL BE REPLACED ATTHE CONTRACTORS EXPENSE WITH NEW MATERIAL OF LIKE SIZE, GAUGE, FINISH, ETC.AS THE EXISTING MATERIAL. EXISTING FENCE POSTS THAT ARE SET IN CONCRETE SHALLBE REPLACED WITH NEW POSTS AS DETAILED. DISPOSAL OF DAMAGED MATERIALS ISTHE RESPONSIBILITY OF THE CONTRACTOR.GRADING NOTES1.ALL GRADING ACTIVITIES SHALL BE CONTAINED WITHIN THE LIMITS OF DISTURBANCESHOWN ON THE PLANS.2.ALL AREAS TO BE GRADED SHALL BE STRIPPED TO REMOVE ALL TOPSOIL, STUMPS,ROOTS, ORGANICS AND OTHER UNSUITABLE MATERIAL. AFTER STRIPPING, EXPOSEDSUBGRADE IN BUILDING AND PAVEMENT AREAS TO BE FILLED SHALL BE PROOFROLLED IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER. IF UNSTABLE AREASARE ENCOUNTERED THAT ARE THE RESULT OF WET SOIL CONDITIONS, REASONABLEEFFORT SHALL BE MADE TO MECHANICALLY DRY THOSE SOILS. IF UNSUITABLE SOILSARE ENCOUNTERED THEY SHALL BE UNDERCUT TO FIRM MATERIALS AS DIRECTED BYTHE GEOTECHNICAL ENGINEER, AND BACKFILLED WITH CONTROLLED FILL.REASONABLE DRYING EFFORT AND UNSUITABLE SOILS ARE DEFINED IN THEEARTHWORK SPECIFICATIONS.3.CONTROLLED FILL SHALL BE BENCHED INTO THE SIDES OF SLOPES STEEPER THAN 4:1(H:V) TO IMPROVE THE BOND BETWEEN THE FILL AND THE UNDISTURBED SOIL. EACHBENCH CUT INTO A SLOPE SHOULD BE AT LEAST 12 INCHES BUT NOT MORE THAN 60INCHES HIGH. THE BENCHES SHALL BE WIDE ENOUGH TO ALLOW OPERATION OF THECOMPACTION EQUIPMENT WITHIN THE BENCHED AREA SO THAT FILL CAN BE PLACEDON THE BENCH AND OVER THE REST OF THE FILL IN CONTINUOUS LAYERS.4.FILL SLOPES SHALL BE CONSTRUCTED BY PLACING CONTROLLED FILL IN HORIZONTALLIFTS WHICH EXTEND SLIGHTLY BEYOND THE SLOPE FACE. EACH LIFT OF FILL SHALLBE COMPACTED TO THE SPECIFIED MINIMUM DENSITY BEFORE PLACING THE NEXT LIFT.THE COMPACTION EQUIPMENT SHOULD TRAVEL PARALLEL TO THE SLOPE FACE TOENSURE PROPER COMPACTION. ONCE THE SLOPE IS COMPLETED IT SHALL BETRACKED WITH A DOZER TO MINIMIZE THE POTENTIAL FOR EROSION.5.CONTROLLED FILL FOR STRUCTURAL AREAS SHALL BE COMPACTED TO 95% OF THESTANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM - D698), UNLESS OTHERWISENOTED ON THE PLANS, IN THE SPECIFICATIONS, OR GEOTECHNICAL REPORT. FILLUNDER BUILDINGS AND PAVED AREA SHALL BE COMPACTED TO 98% STANDARDPROCTOR IN THE TOP 12" OF SUBGRADE. COMPACTION TESTS SHALL BE TAKEN TOSUBGRADE AND MINIMUM 15 FEET BEYOND LIMITS OF PAVED AREAS OR BUILDINGFOOTPRINTS AREAS. FREQUENCY OF COMPACTION TESTING SHALL BE DONE INACCORDANCE WITH THE WRITTEN SPECIFICATIONS.6.PERMANENT CUT AND FILL SLOPES SHOWN TO RECEIVE EROSION CONTROL MATTINGSHALL BE TRACKED WITH A DOZER PRIOR TO INSTALLING THE MATTING.STORM DRAINAGE NOTES NOTES1.ALL STORM DRAINAGE CONSTRUCTION SHALL CONFORM TO NCDOT STANDARDS ANDSPECIFICATIONS.2.ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) (15” MIN.DIAMETER) UNLESS OTHERWISE NOTED. RCP SHALL BE MINIMUM CLASS III WITH BUTYLRUBBER MASTIC JOINTS UNLESS NOTED OTHERWISE ON THE PLANS.3.HIGH DENSITY POLYETHYLENE (HDPE): PIPE AND FITTINGS SHALL COMPLY WITH THELATEST EDITIONS OF AASHTO M252 (FOR TUBING), AND M294 (FOR PIPE). PIPE ANDFITTINGS SHALL BE DOUBLE WALL WITH OUTER CORRUGATIONS AND SMOOTHINTERIOR. PIPE AND FITTINGS SHALL HAVE WATER TIGHT RUBBER GASKET JOINTS.PIPE UNDER PAVEMENTS SHALL BE BEDDED AND ENCASED WITH #57 OR #67 WASHEDSTONE. TRENCH BACKFILL SHALL COMPLY WITH THE REQUIREMENTS FORCONTROLLED FILL. HAUNCHING AND BACKFILL MATERIAL FOR PIPE OUTSIDE TRAFFICAREAS MAY BE SOIL THAT IS EXCAVATED FROM THE PIPE TRENCH.4.ALL RIP RAP FOR CHANNEL LINERS AND INLET AND OUTLET PROTECTION SHALL BEINSTALLED WITH A WASHED STONE BEDDING LAYER AND GEOTEXTILE FABRICUNDERLINER AS DETAILED. RIP RAP SHALL BE INSTALLED SUCH THAT THE FINISHEDSURFACE OF THE LINER IS AT FINISHED GRADE.5.THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY EXISTING STORM DRAINAGELINES AND/OR STRUCTURES THAT ARE DAMAGED DURING THE CONSTRUCTION OFTHIS PROJECT. ALL REPAIR MEASURES ARE TO BE AT THE CONTRACTORS EXPENSEAND SHALL MEET THE STANDARDS AND SPECIFICATIONS AS NOTED WITHIN THE STORMDRAINAGE NOTES ON THIS SHEET. PIPE AND STRUCTURES THAT ARE REPLACED SHALLBE REPLACED WITH SAME TYPE AS EXISTING.MODIFICATIONS AND PERFORMANCE RESERVATIONS FROMNCDEQ - DEMLR - WASHINGTON REGIONAL OFFICE1.THE DEVELOPER IS RESPONSIBLE FOR THE CONTROL OF SEDIMENT ON-SITE. IF THEAPPROVED EROSION AND SEDIMENTATION CONTROL MEASURES PROVE INSUFFICIENT,THE DEVELOPER MUST TAKE THOSE ADDITIONAL STEPS NECESSARY TO STOPSEDIMENT FROM LEAVING THIS SITE (NCGS 113A-57(3)). EACH SEDIMENT STORAGEDEVICE MUST BE INSPECTED AFTER EACH STORM EVENT (NCGS 113A-54.1(E)).MAINTENANCE AND/OR CLEAN OUT IS NECESSARY ANYTIME THE DEVICE IS AT 50%CAPACITY. ALL SEDIMENT STORAGE MEASURES WILL REMAIN ON SITE ANDFUNCTIONAL UNTIL ALL GRADING AND FINAL LANDSCAPING OF THE PROJECT ISCOMPLETE (15A NCAC 04B .0113).2.ALL EXISTING DITCHES ON THIS PROJECT SITE ARE ASSUMED TO BE LEFTUNDISTURBED BY THE PROPOSED DEVELOPMENT UNLESS OTHERWISE NOTED. THEREMOVAL OF VEGETATION WITHIN ANY EXISTING DITCH OR CHANNEL IS PROHIBITEDUNLESS THE DITCH OR CHANNEL IS TO BE REGRADED WITH SIDE SLOPES OF 2HORIZONTAL TO 1 VERTICAL OR LESS STEEP (15A NCAC 04B .0124(D)). BANK SLOPESMAY BE MOWED, BUT STRIPPING OF VEGETATION IS CONSIDERED NEW EARTH WORKAND IS SUBJECT TO THE SAME EROSION CONTROL REQUIREMENTS AS NEW DITCHES(NCGS 113A-52(6)).3.THE DEVELOPER IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND APPROVALSNECESSARY FOR THE DEVELOPMENT OF THIS PROJECT PRIOR TO THECOMMENCEMENT OF THIS LAND DISTURBING ACTIVITY. THIS COULD INCLUDE OURAGENCY'S STORMWATER REGULATIONS AND THE DIVISION OF WATER RESOURCES'ENFORCEMENT REQUIREMENTS WITHIN SECTION 401 OF THE CLEAN WATER ACT, THEU.S. ARMY CORPS OF ENGINEERS' JURISDICTION OF SECTION 404 OF THE CLEANWATER ACT, THE DIVISION OF COASTAL MANAGEMENT'S CAMA REQUIREMENTS, THEDIVISION OF SOLID WASTE MANAGEMENT'S LANDFILL REGULATIONS, THEENVIRONMENTAL PROTECTION AGENCY AND/OR THE U.S. ARMY CORPS OF ENGINEERS'JURISDICTION OF THE CLEAN WATER ACT, LOCAL COUNTY OR MUNICIPALITIES'ORDINANCES, OR OTHERS THAT MAY BE REQUIRED. THIS APPROVAL CANNOTSUPERSEDE ANY OTHER PERMIT OR APPROVAL.4.ADEQUATE AND APPROPRIATE MEASURES MUST BE PROPERLY INSTALLEDDOWNSTREAM, WITHIN THE LIMITS OF DISTURBANCE, OF ANY LAND DISTURBINGACTIVITY TO PREVENT SEDIMENT FROM LEAVING THE LIMITS OF DISTURBANCE,ENTERING EXISTING DRAINAGE SYSTEMS, IMPACTING AN ON-SITE NATURALWATERCOURSE OR ADJOINING PROPERTY. (NCGS 113A-57)EROSION CONTROL NOTES1.THE CONTRACTOR SHALL CONFIRM THAT ALL REQUIRED PERMITS AND APPROVALSHAVE BEEN OBTAINED FROM THE APPROPRIATE AUTHORITIES PRIOR TO BEGINNINGANY WORK ON THE PROJECT. THE APPROVED PLANS AND THE CERTIFICATE OF PLANAPPROVAL SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.2.PIEDMONT NATURAL GAS WILL HAVE A FULL-TIME EROSION CONTROL INSPECTORONSITE. THE RESPONSIBILITY OF THE PNG INSPECTOR IS TO ENSURE COMPLIANCEWITH THE APPROVED PLANS. THE PNG INSPECTOR DOES NOT HAVE THE AUTHORITYTO CHANGE THE REQUIREMENTS OR SCOPE OF THE EROSION CONTROL WORK ON THEPROJECT. IF PERMIT IS REQUIRED APPROVAL AUTHORITY FOR EROSION CONTROLPLAN CHANGES LIES SOLELY WITH NCDEQ, IF NO PERMIT IS REQUIRED APPROVALAUTHORITY FOR EROSION CONTROL PLAN CHANGES LIES SOLELY WITH THEENGINEER.3.AN ONSITE PRE-CONSTRUCTION MEETING WITH THE CONTRACTOR, THE PNG EROSIONCONTROL INSPECTOR, NCDEQ EROSION CONTROL INSPECTOR IF PERMIT IS REQUIREDAND THE OWNER'S REPRESENTATIVE WILL BE REQUIRED PRIOR TO BEGINNING WORK.4.THE NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL PROGRAM ISPERFORMANCE ORIENTED, REQUIRING PROTECTION OF NATURAL RESOURCES ANDADJOINING PROPERTIES. THE EROSION AND SEDIMENT CONTROL MEASURES ANDDEVICES SHOWN ON THE PLANS ARE INTENDED AS A GUIDE. IF THESE MEASURES DONOT CONTROL EROSION AND SEDIMENT AS INTENDED, ADDITIONAL MEASURES SHALLBE ADDED AS NEEDED, OR AS INSTRUCTED BY THE EROSION CONTROL INSPECTOR.5.THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE SEQUENCE OFCONSTRUCTION.6.INSTALL AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES ANDDEVICES AS SHOWN ON THE PLANS.7.THE LIMITS OF DISTURBANCE AND CLEARING LIMITS, IF APPLICABLE, SHALL FOLLOWTHE EASEMENT LINES UNLESS NOTED OTHERWISE ON THE PLANS. SILT FENCE SHALLBE PLACED ON THE LIMITS OF DISTURBANCE LINE, BUT MAY BE SHOWN OFFLINE ONTHE PLANS FOR CLARITY.8.SILT FENCE OUTLET DEVICES ARE SHOWN AT THE LOW SPOTS BASED ON THEELEVATION CONTOURS. SHIFT THESE OUTLET DEVICES AS NEEDED IN THE FIELD TOLOCATE THEM IN THE ACTUAL LOW SPOTS.9.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH THESEEDING SCHEDULE WITH LIMITATIONS AS FOLLOWS. GIVEN THE NATURE OF THEPROJECT, TEMPORARY AND PERMANENT SEEDING MIXTURES HAVE BEEN COMBINEDAND SHALL BE APPLIED IN A SINGLE OPERATION.10.ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL ALLDISTURBED AREAS ARE REVEGETATED AND THE EROSION CONTROL INSPECTORAPPROVES THE REMOVAL OF THE DEVICES. ALL TEMPORARY EROSION AND SEDIMENTCONTROL DEVICES SHALL BE REMOVED UPON APPROVAL BY THE EROSION CONTROLINSPECTOR.11.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL MEASURES AND DEVICESSHOWN ON THE PLANS, AND FOR COMPLYING WITH THE PROVISIONS AND CONDITIONSOF THE PROJECT SPECIFIC EROSION CONTROL PERMIT.WETLANDS / STREAMS / CAMA / BUFFER NOTESPROPERTIES INVOLVED IN THIS PROJECT CONTAIN WETLANDS / STREAMS AND/OR STREAMBUFFERS THAT ARE UNDER THE JURISDICTION OF THE US ARMY CORPS OF ENGINEERSAND THE NC DEPARTMENT OF ENVIRONMENTAL QUALITY. THIS PROJECT WILL BE HANDCUTTING ONLY NO MECHANIZED CLEARING OR GRUBBING WITH IN THE JURISDICTIONALAREAS. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE LOCATIONS OF THESEJURISDICTIONAL AREAS AS WELL AS THE IMPACT AREAS. PERMITS ARE NOT REQUIRED ASTHERE WILL BE ONLY HAND CLEARING WITH IN THE JURISDICTIONAL AREAS.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL HAVE THESE JURISDICTIONAL AREASSTAKED BY A PROFESSIONAL LAND SURVEYOR TO INSURE THAT NO CONSTRUCTION ORIMPACTS EXCEEDS THESE LIMITS WHERE WORK MAY COMMENCE.
REF. DWG(S) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMP10/22/2020JNT /JNTDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDATEREGIONALENGINEERDATEMGR TECHREC & STDDATEPRINCIPALENGINEERAPPROVALSF:\Northstar - Piedmont Natural Gas\20-222 PNG-NSES-LINE 5 HDD\Drawings\CD\20-222 HDD-1 Details.dwg 10/22/2020 10:19 AM
DISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-023-0001510017 OF 20N/ALINE 5 - SECTION 1 - HDD'SSEEDING AND MAINTENANCE NOTESLUMBER BRIDGE, NCDKJJNTJNT1843107000232679DKJ09/01/2020010/22/2020ISSUE FOR CONSTRUCTIONFayetteville Resource Center - Fayetteville, North CarolinaCOPYRIGHT 201814985SEALNORTHCAROLINAPROFESSIONALENGINEERJ.NEALTUCKER NCBEES CERT. NO.: C-1347STIMMEL PROJECT # 20-222SEEDING SCHEDULE - NON-WETLAND/NON-RIPARIAN BUFFER AREASGIVEN THE NATURE OF THE PROJECT, TEMPORARY AND PERMANENT SEEDING MIXTURES HAVE BEEN COMBINED AND SHALL BEAPPLIED IN A SINGLE APPLICATION. SPECIAL SEEDING MIXTURES ARE REQUIRED FOR DISTURBANCES WITHIN NCDOTRIGHT-OF-WAY, RIPARIAN STREAM BANKS, AND FOR WETLAND AREAS. USE THE GENERAL SEEDING MIXTURE FOR ALL OTHERAREAS. AREAS SHOWN ON THE PLANS AS "PERMANENT CONVERSION AREA" SHALL BE SEEDED WITH THE GENERAL SEEDINGMIXTURE.SOIL AMENDMENTS:AGRICULTURAL LIMESTONE: 4,000 LBS./ACREFERTILIZER: 10-10-10 - 1,000 LBS./ACRELIME AND FERTILIZER SHALL BE DISKED INTO THE SOIL SURFACE TO A MINIMUM DEPTH OF 4 INCHES.GENERAL SEEDING MIXTURES:SEEDING DATES SEED MIXTURESSEEDING RATESDEC. 1 - APR. 15RYE (GRAIN)120 LBS./ACRE TALL FESCUE100 LBS./ACREAPR. 15 - AUG. 15GERMAN MILLET50 LBS./ACRE TALL FESCUE100 LBS./ACREAUG. 15 - DEC. 30RYE (GRAIN)120 LBS./ACRE TALL FESCUE100 LBS./ACRE NCDOT SEEDING MIXTURES:SEEDING DATES SEED MIXTURESSEEDING RATESNOV. 1 - APR. 30TALL FESCUE75 LBS./ACREWINTERPENSACOLA BAHIA GRASS50 LBS./ACRECENTIPEDE GRASS5 LBS./ACREMAY 1 - OCT. 31TALL FESCUE50 LBS./ACRESUMMERPENSACOLA BAHIA GRASS75 LBS./ACRECENTIPEDE GRASS5 LBS./ACRE THE SOIL AMENDMENT AND SEEDING SCHEDULES SHOWN ABOVE SHOULD BE REGARDED AS GENERAL AND MINIMUM, AND ISINTENDED FOR SOIL STABILIZATION IN LOW MAINTENANCE, NON-LAWN AREAS. SPECIFIC LOCAL SOIL CONDITIONS MAY REQUIREDIFFERENT SOIL AMENDMENT APPLICATION RATES AND SEED MIXTURES TO OBTAIN ACCEPTABLE VEGETATIVE COVER.MODIFICATION OF THE ABOVE RECOMMENDED SOIL AMENDMENTS AND SEED MIXTURES MAY BE MADE WITH THE ADVICE OF ALOCAL SEEDING PROFESSIONAL WITHOUT AUTHORIZATION FROM THE ENGINEER.EXCEPTION TO FERTILIZER RECOMMENDATION: STREAM BANKS, STREAM BUFFERS AND WETLANDS SHALL NOT BE FERTILIZED.AFTER SEEDING, THE AREA SHALL BE ROLLED OR CULTIPACKED TO INSURE THAT THE SEED IS PRESSED INTO CONTACT WITHTHE SOIL SURFACE. ALL SEEDED AREAS SHALL BE MULCHED WITH STRAW MULCH AT A RATE OF 4,000 LBS./ACRE. STRAW MULCHSHALL BE ANCHORED BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.LAWN AREAS:IF THE PROJECT INVOLVES DISTURBANCE TO MAINTAINED LAWN AREAS, THE LAWN SHALL BE RESTORED TO THE ORIGINALCONDITION BY WHATEVER MEANS NECESSARY INCLUDING SODDING. GRASS TYPES USED SHALL BE THE SAME AS THE EXISTINGLAWN.SEEDING / WOODY SPECIES SCHEDULE-WETLAND & RIPARIAN BUFFER AREASWETLAND AND BUFFER AREAS SHALL BE REVEGETATED USING SPECIAL SEED MIXTURES AND WOODY VEGETATION AS SPECIFIED BELOW:WETLANDS - THE NATIVE SEED MIX SHOWN IN TABLE 1 SHALL BE USED FOR RESTORATION OF WETLAND AREAS. THIS SEED MIX SHALL BEUSED TO A POINT 5 FEET LANDWARD OF WETLAND AREAS.ZONE 1 RIPARIAN BUFFERS - THE NATIVE SEED MIX SHOWN IN TABLE 2 SHALL BE USED FOR RESTORATION OF ZONE 1 RIPARIAN BUFFERAREAS. THIS SEED MIX SHALL BE USED TO A POINT 5 FEET LANDWARD OF RIPARIAN BUFFER AREAS. ZONE 1 BUFFERS SHOWN AS'REPLANT AREA' ON THE PLANS SHALL ALSO BE REPLANTED USING AN APPROPRIATE MIX OF CONTAINERIZED SPECIES FROM TABLE 5.STREAM BANKS - THE NATIVE SEED MIX SHOWN IN TABLE 2 SHALL BE USED FOR RESTORATION OF STREAM BANKS. ADDITIONALLY, STREAMBANKS SHALL BE STABILIZED WITH COIR MATTING AND REVEGETATED USING NATIVE WOODY SPECIES.WOODY SPECIES PLANTING DURING THE DORMANT SEASON SHALL CONSIST OF A COMBINATION OF LIVE STAKE AND BARE ROOT SPECIESFROM TABLE 4.WOODY SPECIES PLANTING DURING THE GROWING SEASON SHALL CONSIST OF PLANTINGS FROM TABLE 4 AND SHALL ALSO INCLUDE ANDAPPROPRIATE MIX OF CONTAINERIZED SPECIES FROM TABLE 5.SEE RESTORATION PLAN PREPARED BY S&ME FOR ADDITIONAL REQUIREMENTS FOR WETLAND AND RIPARIAN STREAM BANK & BUFFERAREAS. SUBSTITUTIONS TO THE SPECIES IDENTIFIED IN TABLES 3 AND 4 MAY BE MADE BASED ON AVAILABILITY AND APPROVAL OF S&ME.TABLE 1: WETLAND AREA SEEDING MIXTURESSEED MIXTURESSEEDING RATESRIVERBANK WILD RYE5 LBS./ACRECREEPING BENTGRASS3.75 LBS./ACREFOX SEDGE3 LBS./ACRESWITCHGRASS3.75 LBS./ACREFOWL BLUEGRASS3.75 LBS./ACREDEER TONGUE2 LBS./ACREBIDENS1 LBS./ACRESOFT RUSH1 LBS./ACRECALICO ASTER.75 LBS./ACREDUCK POTATO.5 LBS./ACRELIZARDS TAIL.5 LBS./ACREPERENNIAL RYE GRASS15 LBS./ACREGERMAN MILLET15 LBS./ACREWETLAND SEED MIX TO BE APPLIED TO ALL WETLAND AREAS EXTENDING 5 FEET LANDWARD. DO NOT APPLY TO AREAS OF STANDINGWATER. APPLICATION RATE OF MIXTURE ABOVE SHALL BE 55 LBS./ACRE. SEE RESTORATION PLAN PREPARED BY S&ME FOR ADDITIONALREQUIREMENTS FOR WETLAND AREAS.TABLE 2: RIPARIAN BUFFER AND STREAM BANK SEEDING MIXTURESEED MIXTURESSEEDING RATESVIRGINIA WILD RYE3.75 LBS./ACRESWITCHGRASS3.75 LBS./ACRECREEPING BENTGRASS2.5 LBS./ACREBLACK-EYED SUSAN2.5 LBS./ACRELANCE LEAF TICKSEED2.5 LBS./ACREDEER TONGUE2.5 LBS./ACREBIG BLUESTEM1.25 LBS./ACRESOFT RUSH1.25 LBS./ACREAWNED BARNYARD GRASS1.25 LBS./ACRELITTLE BLUESTEM1.25 LBS./ACREINDIAN GRASS1.25 LBS./ACREGAMMA GRASS1.25 LBS./ACREPERENNIAL RYE GRASS15 LBS./ACREGERMAN MILLET15 LBS./ACRERIPARIAN SEED MIX TO BE APPLIED TO ALL DISTURBED STREAM BANKS, EXTENDING FIVE FEET LANDWARD. APPLICATION RATE OFMIXTURE ABOVE SHALL BE 55 LBS./ACRE. SEE RESTORATION PLAN PREPARED BY S&ME FOR ADDITIONAL REQUIREMENTS FOR RIPARIANSTREAM BUFFER AREAS.TABLE 4: LIVE STAKE AND BARE ROOT SPECIES*COMMON NAMEPLANT SPACINGSILKY DOGWOOD2 FEET ON CENTERNINEBARK3 FEET ON CENTERCAROLINA WILLOW1 FOOT ON CENTERBLACK WILLOW1 FOOT ON CENTERSILKY WILLOW2 FEET ON CENTERELDERBERRY3 FEET ON CENTERCORAL BERRY2 FEET ON CENTER*FOR USE WHEN PLANTING DURING THE DORMANT SEASON. SELECT AT LEAST THREE OF THE LISTED SPECIES.TABLE 5: CONTAINERIZED SPECIES*COMMON NAMEPLANT SPACINGTAG ALDER5 FEET ON CENTERRED CHOKEBERRY5 FEET ON CENTERBEAUTYBERRY5 FEET ON CENTERIRONWOOD5 FEET ON CENTERREDBUD5 FEET ON CENTERSILKY DOGWOOD5 FEET ON CENTERCAROLINA ASH5 FEET ON CENTERSPICEBUSH5 FEET ON CENTERWINTERBERRY5 FEET ON CENTERREDBAY5 FEET ON CENTERELDERBERRY5 FEET ON CENTER*FOR USE WHEN PLANTING DURING THE GROWING SEASON. SELECT AT LEAST TWO OF THE LISTED SPECIES.EXCEPTION TO FERTILIZER RECOMMENDATION: STREAM BANKS, STREAM BUFFERS AND WETLANDS SHALL NOT BE FERTILIZED.AFTER SEEDING, THE AREA SHALL BE ROLLED OR CULTIPACKED TO INSURE THAT THE SEED IS PRESSED INTO CONTACT WITH THE SOILSURFACE. ALL SEEDED AREAS SHALL BE MULCHED WITH STRAW MULCH AT A RATE OF 4,000 LBS./ACRE. STRAW MULCH SHALL BEANCHORED BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.NORTH CAROLINA SUPPLIERS OF NATIVE SEED AND PLANT MATERIAL:MELLOW MARSH FARM1312 WOODY STORE ROADSILER CITY, NC 27344(919) 742-1200(919) 742-1280 (FAX)NATIVES550 EAST WESTINGHOUSE BLVD.CHARLOTTE, NC 28273(688) [e-mail] SLOPE - SEEDING SPECIFICATION:IMMEDIATELY AFTER SLOPE IS CUT TO GRADE, CONTRACTOR SHALL HYDROSEED ALL SLOPES 2:1 OR STEEPER WITH THEFOLLOWING SEEDING BLEND, PLUS FERTILIZER AND SOIL AMENDMENTS, AND MULCH MIXTURE. HYDROSEED & MULCH SHALL BEDONE IN MULTIPLE APPLICATIONS AS SPECIFIED BELOW. SEEDING DATES FOR THE RECOMMENDED BLEND LISTED BELOW ARENOVEMBER - APRIL.SEED BLEND TO CONSIST OF THE FOLLOWING:KENTUCKY 31 FESCUE 100 LBS./ACREFINE FESCUE - EQUAL MIX OFCREEPING RED, HARD AND SHEEP'S FESCUE 50 LBS./ACRECROWN VETCH 10 LBS./ACREMEDIUM RED CLOVER 10 LBS./ACREKOREAN LESPEDEZA 12 LBS./ACRESERICEA LESPEDEZA 12 LBS./ACREAUSTRIAN WINTER PEAS 15 LBS./ACREBAHIA GRASS 10 LBS./ACREBERMUDA GRASS 6 LBS./ACRE(HOT WEATHER JUNE-AUGUST 15TH)ADD GERMAN MILLET 10 LBS./ACRE(COLD WEATHER AUGUST 15TH - FEBRUARY)ADD ANNUAL RYE GRAIN 20 LBS./ACREFERTILIZER / SOIL AMENDMENTS:18-18-18 FERTILIZER 700 LBS./ACREHIGH CALCIUM POWDER LIME 200 LBS./ACREMULCH MIXTURE:FLEXTERRA HYDRO MULCH (OR EQUAL) 1300 LBS./ACRESTRAW HYDRO MULCH1300 LBS./ACRETHE FLEXTERRA HYDRO MULCH AND STRAW HYDRO MULCH SHALL BE MIXED TOGETHER AND APPLIED IN ALL THREEAPPLICATIONS SPECIFIED BELOW. THE 1300 LBS./ACRE OF EACH HYDRO MULCH TYPE SHALL BE APPLIED BETWEEN THE THREEAPPLICATIONS.NOTES:1.INOCULATE ALL LEGUMES2.HYDROSEED APPLICATIONS SHALL BE AS FOLLOWS.*FIRST APPLICATION SHALL BE SEED, FERTILIZER, LIME MIXED WITH HYDRO MULCH.* SECOND AND THIRD APPLICATIONS SHALL BE HYDRO MULCH MIX ONLY.3.NO SOIL SHALL BE SHOWING AND MULCH SHALL BE APPROXIMATELY 1/4 INCH THICK.4. WATERING MAY BE REQUIRED TO ESTABLISH A FULL STAND OF GRASS AT NO ADDITIONAL COST TO THE OWNER.5. THE SLOPE SHALL BE INSPECTED 11 MONTHS AFTER THE COMPLETION OF THE PROJECT AND PRIOR TO THE EXPIRATION OFTHE 1-YEAR WARRANTY TO CONFIRM A FULL STAND OF GRASS. RESEED ANY BARE OR DEAD AREAS.MAINTENANCE PLANTEMPORARY GRAVEL CONSTRUCTION ENTRANCEMAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROMLEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTEREACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.IMMEDIATELY REMOVE All OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLICROADWAYS.TEMPORARY / PERMANENT SEEDINGRESEED AND MULCH AREAS WHERE SEEDING EMERGENCE IS POOR, OR WHERE EROSION OCCURS, AS SOON ASPOSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.SILT FENCE / OUTLETSINSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL EVENT, MAKE ANY REQUIREDREPAIRS IMMEDIATELY.SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACEIT PROMPTLY.REMOVE SEDIMENT DEPOSITS AS NECESSARY OR WHEN SEDIMENT REACHES 1/2 THE HEIGHT OF THE SILTFENCE TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAINFALL EVENT, AND TO REDUCE PRESSUREON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE ANDSTABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.REMOVE SEDIMENT FROM EXCAVATED PITS WHEN THEY REACH 1/2 FULL AND REPLACE FIBER FILTRATION TUBEAS NEEDED.FIBER FILTRATION TUBE CHECK DAMS / INLET PROTECTIONINSPECT THE WATTLES AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALLEVENT.CHECK TO BE SURE THERE ARE NO GAPS BETWEEN THE BOTTOM OF THE WATTLE AND THE GROUND SURFACE.REPAIR ANY UNDERCUTTING BELOW THE WATTLE.REMOVE ALL SEDIMENT DEPOSITS AND DEBRIS WHEN SUCH DEPOSITS ADVERSELY AFFECT THE FUNCTION OFTHE WATTLE. TAKE CARE TO AVOID UNDERMINING THE WATTLE DURING CLEANOUT. SEDIMENT BUILDUP SHALLNOT BE ALLOWED TO EXCEED ONE-THIRD THE WATTLE HEIGHT.REPLACE THE WATTLE WHEN IT BECOMES CLOGGED WITH SEDIMENT.EROSION CONTROL MATTINGINSPECT EROSION CONTROL MATTING AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER)RAINFALL EVENT. IF DAMAGED, REPAIR IMMEDIATELY.GOOD CONTACT WITH GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE MATTINGMATERIAL.ANY AREAS OF THE MATTING THAT ARE DAMAGED OF NOT IN CLOSE CONTACT WITH THE GROUND SHALL BEREPAIRED AND STAPLED.IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE CORRECTED AND THEERODED AREA PROTECTED.MONITOR AND REPAIR THE EROSION CONTROL MATTING AS NECESSARY UNTIL GROUND COVER ISESTABLISHED.1) Ground Stabilization*Site AreaDescriptionStabilizationTime FrameStabilization TimeFrame ExceptionsPerimeter dikes,swales, ditchesand slopes7 daysNoneHigh QualityWater (HQW)Zones7 daysNone7 days14 days14 daysSlopes steeperthan 3:1Slopes 3:1 orflatterAll other areaswith slopes flatterthan 4:1If slopes are 10’ orless in length and arenot steeper than 2:1,14 days are allowed.7-days for slopesgreater than 50 feetin lengthNone(except forperimeters andHQW Zones)* “Extensions of time may be approved by the permitting authoritybased on weather or other site-specific conditions that make complianceimpracticable.” (Section II.B(2)(b))2) Building Wastes HandlingNo paint or liquid wastes in stream or storm drainsDedicated areas for demolition, construction and otherwastes must be located 50’ from storm drains and streamsunless no reasonable alternatives available.Earthen-material stockpiles must be located 50’ from stormdrains and streams unless no reasonable alternativesavailable.Concrete materials must be controlled to avoid contact withsurface waters, wetlands, or buffers.3) Discharges to Federally-listed WatersRequirements are the same as in previous permit.The permit allows reduction from the 20 acre minimum ifthe Director of DWQ determines that other BMPs provideequivalent protection.4) Inspections5) Implementation of New Permit ConditionsSame weekly inspection requirementsSame rain gauge & inspections after 1.0” rain eventInspections are only required during “normal businesshours”Inspection reports must be available on-site duringbusiness hours unless a site-specific exemption isapproved.Records must be kept for 3 years and available uponrequest.Electronically-available records may be substitutedunder certain conditions.Projects permitted under the previous permit cancontinue to follow the previously-permitted conditions.Complete applications received prior to August 3, 2011can follow conditions of approved application.Applications received after August 2, 2011 must complywith new permit conditions.6) Conditions in Erosion & Sedimentation Control Plans*7) Sediment BasinsDesignation on the plans where the 7 and 14-day groundstabilization requirements of the NPDES permit applyDesignation on the plans where basins that comply with thesurface-withdrawal requirements of the NPDES permit arelocated.Outlet structures must withdraw from basin surfaceunless drainage area is less than 1 acre.Use only DWQ-approved flocculants.
REF. DWG(S) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMP10/22/2020JNT /JNTDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDATEREGIONALENGINEERDATEMGR TECHREC & STDDATEPRINCIPALENGINEERAPPROVALSF:\Northstar - Piedmont Natural Gas\20-222 PNG-NSES-LINE 5 HDD\Drawings\CD\20-222 HDD-1 Details.dwg 10/22/2020 10:20 AM
DISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-023-0001511018 OF 20N/ALINE 5 - SECTION 1 - HDD'sEROSION CONTROL DETYAILSLUMBER BRIDGE, NCDKJJNTJNT1843107000232679DKJ09/01/2020010/22/2020ISSUE FOR CONSTRUCTIONFayetteville Resource Center - Fayetteville, North CarolinaCOPYRIGHT 201814985SEALNORTHCAROLINAPROFESSIONALENGINEERJ.NEALTUCKER NCBEES CERT. NO.: C-1347STIMMEL PROJECT # 20-222PUBLIC ROAD8" MIN.CLASS 'A' STONEEDGE OF PAVEMENT50' MIN.AS REQUIRED12' MIN.GEOTEXTILEFABRIC UNDERLININGSTONE CONSTRUCTION ENTRANCESCALE: N.T.S.6 Maintenance of Fiber Filtration TubesTo assure long term performance, Fiber Filtration Tubes (FFTs) installations must beproperly maintained. By definition, these devices are designed to provide filtration and it isintuitive that a properly functioning filter will eventually need to be replaced. This is thecase with the water, oil and air filters that we all use on a daily basis.The first maintenance activity for FFTs is to inspect the installation every two weeks and/orafter each significant precipitation event (typically > ½” of rainfall) as mandated by the USEPA NPDES regulations. When sediment accumulations reach ½ of the FFT height thesediment should be removed to insure storage capacity for the next event. This may beaccomplished using hand labor or a small bucket loader. Care must be taken to preventdamage to the FFTs. Replace all FFTs that display torn netting and/or excessivedeformation.Unlike many sediment retention devices that simply act as barriers to slow water flowvelocities, FFTs are also designed to capture sediment within their 3-D matrix. As filteredmaterial accumulates the matrix will eventually begin to blind or clog resulting in reducedflow rates and increased turbidity of water exiting the FFT. The functional longevity of anFFT is dependent upon a variety of site specific environmental conditions includingduration of installation, sediment composition, the presence/type of a flocculant andamount of water that has passed through the device. The functional longevity of an FFTmust be determined by regularly scheduled field inspections and on site experience willlead to predictive results in a given environment.Fiber Filtration Tubes are designed to photo-biodegrade within two years. Depending uponapplication and long term land use the devices may be left in place or removed. FFTs willsupport long term plant growth in areas conducive to establishment of dense vegetation. Ifan FFT is removed there are at least three options for disposal and re-use.1.The FFT may be re-used for additional sediment retention or storm water treatmentapplications if there is not excessive sediment loading.2.The FFT may be cut open and the matrix may be rolled out to be used as a blanket ifthere is not excessive sediment loading.3.The FFT may be hauled to a landfill if there are potentially undesirable constituentstrapped within the matrix.To replace, carefully pull out the anchoring staples and stakes. Take care not to damageerosion control devices that have been installed in conjunction with FFTs. The staples andstakes may be reused if they demonstrate no significant damage and can be driven backinto the ground. Remove the “spent” FFT and reshape the existing trench, if applicable.Smooth the soil surface and install the new FFTs following the published installationguidelines. Be sure to compact any residual soil against the base of the FFTs to minimizethe chance of undermining by water.TREAT WITH SILTSTOP POLYMER PERMANUFACTURER'S RECOMMENDATION,RE-APPLY AFTER EACH RAIN EVENTFIBER FILTRATION TUBE CHECK DAM NTS12" SPACINGBACKFILL ANDCOMPACTLOOSEMATERIALUPSTREAM OFTUBE6 OR 8 INCH U-SHAPEWIRE STAPLES PLACEDAT ONE FOOTINTERVALS DRIVENTHROUGH OUTER 1INCH OF TUBEEXCAVATE APLACEMENT TRENCH 3INCHES DEEPUSE 36-INCH STAKES WITH 6-INCH MINIMUMEMBEDMENT SPACED AT ONE FOOTINTERVALS DRIVEN THROUGH OUTER 1INCH OF TUBE, LEAVING ABOUT 3 INCHESOF THE STAKE PROTRUDING ABOVE THETUBEOVERLAP ADJACENT ROLL ENDS BY A MINIMUM OF ONE FOOT ANDREDUCE STAKING INTERVALS TO ONE FOOT WITHIN OVERLAPSECTIONFOR CHANNEL APPLICATIONS, BOTH UPSTREAM AND DOWNSTREAMANCHORING SHOULD BE AT 1 FOOT INTERVALS.PLACE CHECK DAMS OR WATTLES AT THE LOWER LIMITS OF EACHDAYS WORK.FIBERFILTRATIONTUBE(2) 1" X 2" X 36" (MIN.)WOOD STAKES (TYP.)9" FIBER FILTRATION TUBES (6" MIN.)NOTES1.PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS2.LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION OF ALL CONSTRUCTION VEHICLES.3.MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF DIRECT FLOW OF MUDONTO STREETS. PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY.4.ANY MATERIAL TRACKED ONTO ROADWAY MUST BE CLEANED UP IMMEDIATELY.5.LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO BE DETERMINED BY THE ENGINEER.7.USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED BY THE ENGINEER.8.INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES FROM BYPASSING CONSTRUCTION ENTRANCES LEAVING PROJECT SITE.NOTE: PLACE FILTRATION GEOTEXTILE BENEATH STONE.FIBER FILTRATION TUBES (FFT) NOTES:1.FIBER FILTRATION TUBES (FFT) SHALL BE ENGINEERED COMPOSITES OFWOOD FIBER, MAN-MADE FIBERS AND POLYMERS. NO STRAW WATTLESARE ALLOWED.TEMPORARY ENCROACHMENT FENCESCALE: N.T.S.7AA SECTION A-A WATERFLOW PLAN 5' MIN.FLOWFIBER FILTRATION TUBES (FFT) NOTES:1.FIBER FILTRATION TUBES (FFT) SHALL BE ENGINEEREDCOMPOSITES OF WOOD FIBER, MAN-MADE FIBERS AND POLYMERS.NO STRAW WATTLES ARE ALLOWED.2.FIBER FILTRATION TUBES SHALL BE STAGGERED TO AVOID BYPASS.SILT FENCE TYPE 2SCALE: N.T.S.SILT FENCE OPTIONS:1.SILT FENCE MAY BE PROVIDED WITH OR WITHOUT WIRE FENCE REINFORCING. IF USED, WIREFENCING SHALL BE 6" X 6" MESH WITH 14 GAUGE WIRE. UNSUPPORTED FABRIC SHALL BEHEAVY DUTY RATED FOR UNSUPPORTED USE.2.POST SPACING SHALL BE A MAXIMUM OF 8 FEET WITH WIRE FENCE AND 6 FEET WITHOUT WIREFENCE.3.POST SHALL BE STEEL, SHALL HAVE PROJECTIONS TO FACILITATE FASTENING THE FABRIC,SHALL HAVE A MINIMUM WEIGHT OF 1.33 LB/LINEAR FOOT, AND A MINIMUM OF 5 FEET INLENGTH. WOODEN POST MAY BE SUBSTITUTED FOR STEEL. WOODEN POST SHALL BE 3INCHES IN DIAMETER, MINIMUM.FLOW1'-6"
1'-6"2'-6"4' STEEL POST 8' O.C.WITH 12 GAUGE WIRE MESH(6" MAX. SPACING) ANDFILTER FABRICTRENCH 4" X 8" DEEP,EXTEND FILTER FABRICAND WIRE MESH, BACKFILLTRENCH WITH NCDOT #57 STONECOMPACTEDBACKFILLEXTENSION OF FILTERFABRIC AND WIRE MESHINTO TRENCHSILT FENCE OUTLETSCALE: N.T.S.6'AA SECTION A-A WATERFLOW PLAN 4 FTEXCAVATED SEDIMENTPIT 8'L X 4'W X 2' DEEP9" X 6'-6" FIBERFILTRATION TUBES(2) - 1" X 2" X 48" (MIN)WOOD STAKES CROSSED9" X 6'-6" FIBER FILTRATION TUBESSEE SECTION A-A BELOW1" X 2" X 48" (MIN)WOOD STAKESFIBER FILTRATION TUBES (FFT) NOTES:1.FIBER FILTRATION TUBES (FFT) SHALL BE ENGINEEREDCOMPOSITES OF WOOD FIBER, MAN-MADE FIBERS AND POLYMERS.NO STRAW WATTLES ARE ALLOWED.2.FIBER FILTRATION TUBES SHALL BE STAGGERED TO AVOID BYPASS.SILT FENCESCALE: N.T.S.FLOW1'-6"
1'-6"2'-6"SILT FENCE OPTIONS:1.SILT FENCE MAY BE PROVIDED WITH OR WITHOUT WIRE FENCE REINFORCING. IF USED, WIREFENCING SHALL BE 6" X 6" MESH WITH 14 GAUGE WIRE. UNSUPPORTED FABRIC SHALL BEHEAVY DUTY RATED FOR UNSUPPORTED USE.2.POST SPACING SHALL BE A MAXIMUM OF 8 FEET WITH WIRE FENCE AND 6 FEET WITHOUT WIREFENCE.3.POST SHALL BE STEEL, SHALL HAVE PROJECTIONS TO FACILITATE FASTENING THE FABRIC,SHALL HAVE A MINIMUM WEIGHT OF 1.33 LB/LINEAR FOOT, AND A MINIMUM OF 5 FEET INLENGTH. WOODEN POST MAY BE SUBSTITUTED FOR STEEL. WOODEN POST SHALL BE 3INCHES IN DIAMETER, MINIMUM.4' STEEL POST 8' O.C.WITH 12 GAUGE WIRE MESH(6" MAX. SPACING) ANDFILTER FABRICTRENCH 4" X 8" DEEP,EXTEND FILTER FABRICAND WIRE MESH, BACKFILLTRENCH WITH SOILCOMPACTEDBACKFILLEXTENSION OF FILTERFABRIC AND WIRE MESHINTO TRENCHSILT FENCE OUTLET W / J HOOKSCALE: N.T.S.51234
REF. DWG(S) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMP10/22/2020JNT /JNTDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDATEREGIONALENGINEERDATEMGR TECHREC & STDDATEPRINCIPALENGINEERAPPROVALSF:\Northstar - Piedmont Natural Gas\20-222 PNG-NSES-LINE 5 HDD\Drawings\CD\20-222 HDD-1 Details.dwg 10/22/2020 10:22 AM
DISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-023-0001512019 OF 20N/ALINE 5 - SECTION 1 - HDD'SEROSION CONTROL AND SITE DETAILSLUMBER BRIDGE, NCDKJJNTJNT1843107000232679DKJ09/01/2020010/22/2020ISSUE FOR CONSTRUCTIONFayetteville Resource Center - Fayetteville, North Carolina COPYRIGHT 201814985SEALNORTHCAROLINAPROFESSIONALENGINEERJ.NEALTUCKER NCBEES CERT. NO.: C-1347STIMMEL PROJECT # 20-222PLAN VIEWSECTION VIEWSTORMINLET(2) 1" x 2" x 36" (MIN.)WOOD STAKES (TYP.)FLOWFLOWGENERAL NOTES:1.SPACE WOODED STAKES AT 3-FT O.C.2.SEE MAINTENANCE REQUIREMENTSABOVE FOR TERRA TUBES(2) 1" x 2" x 36" (MIN.)WOOD STAKES9" DIAF.F.T.PLAN VIEWSECTION VIEW(2) 1" x 2" x 36" (MIN.)WOOD STAKES (TYP.)FLOW9" DIAF.F.T.PIPEPIPEBASINPIPE9" DIAF.F.T.9" DIAF.F.T.(2)-1" x 2" x 36" (MIN.)WOOD STAKES CROSSED(2)-1" x 2" x 36" (MIN.)WOOD STAKES CROSSEDSTORM INLETSCALE: FIBER FILTRATION TUBE INLET PROTECTIONNTS2SCALE: COMMERCIALLY MADE COMPOSITE MATSN.T.S.3INTERLOCKINGCOMPOSITEMATSSILT FENCE OR FIBERFILTRATION TUBESSEE PLANS FOR LOCATIONSOFT AREASOFT AREASILT FENCE OR FIBERFILTRATION TUBESSEE PLANS FOR LOCATIONMAINTENANCE NOTES:1.REMOVE AND DISPOSE OF SILT ACCUMULATIONS WHEN THE DEPTHREACHES ONE HALF OF THE HEIGHT OF THE PERIMETER SILT FENCEOR FIBER FILTRATION TUBES.2.REPLACE OR CLEAN THE FIBER FILTRATION TUBES AS NEEDED TOALLOW RUNOFF TO SLOWLY DEWATER THROUGH THE DEVICEBETWEEN RAIN EVENTS3.MONITOR THE WOODEN STAKES AND STAPLES TO ENSURE THATTHE FIBER FILTRATION TUBES REMAIN SECURELY ANCHORED AFTERA RAIN EVENT.4.MONITOR DAILY TO SUPPLEMENT / REFURBISH/REPLACE MATS TOENSURE PROPER FUNCTIONALITY.5.CLEAN AND ERODIBLE MATERIAL OR POLLUTANTS TRACKED ONTOTHE MATS IMMEDIATELY.INSTALLATION NOTES:1.COMPOSITE MAT MATERIAL IS HIGH DENSITYPOLYETHYLENE OR EQUIVALENT.2.MAT DIMENSIONS ARE 8' X 14' 4-1/4".3.MATS INTERLOCK WITH INSTALLATION.*NOTE: PER APPROVAL OF OWNER/ENGINEER,COMMERCIAL AVAILABLE TIMBER MATS MAY BESUBSTITUTED FOR COMPOSITE MATS.FIBER FILTRATION TUBES (FFT) NOTES:1.FIBER FILTRATION TUBES (FFT) SHALL BE ENGINEEREDCOMPOSITES OF WOOD FIBER, MAN-MADE FIBERS AND POLYMERS.NO STRAW WATTLES ARE ALLOWED.2.FIBER FILTRATION TUBES SHALL BE STAGGERED TO AVOID BYPASS.1FIBER FILTRATION TUBE NTS
REF. DWG(S) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMP10/22/2020JNT /JNTDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDATEREGIONALENGINEERDATEMGR TECHREC & STDDATEPRINCIPALENGINEERAPPROVALSF:\Northstar - Piedmont Natural Gas\20-222 PNG-NSES-LINE 5 HDD\Drawings\CD\20-222 HDD-1 Details.dwg 10/22/2020 10:23 AM
DISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-023-0001513020 OF20N/ALINE 5 - SECTION 1 -HDD'SMATTING DETAILSLUMBER BRIDGE, NCDKJJNTJNT1843107000232679DKJ09/01/2020010/22/2020ISSUE FOR CONSTRUCTIONFayetteville Resource Center- Fayetteville, North CarolinaCOPYRIGHT 201814985SEALNORTHCAROLINAPROFESSIONALENGINEERJ.NEALTUCKER NCBEES CERT. NO.: C-1347STIMMEL PROJECT # 20-222 NORTH AMERICAN GREEN MATERIAL SPECIFICATIONS C-125BNTHE LONG-TERM DOUBLE NET EROSION CONTROL BLANKET SHALL BE A MACHINEPRODUCED MAT OF 100% COCONUT FIBER WITH A FUNCTIONAL LONGEVITY OF UP TO 24MONTHS. (NOTE: FUNCTIONAL LONGEVITY MAY VARY DEPENDING UPON CLIMATICCONDITIONS, SOIL, GEOGRAPHICAL LOCATION, AND ELEVATION). THE BLANKET SHALL BEOF CONSISTENT THICKNESS WITH THE COCONUT EVENLY DISTRIBUTED OVER THE ENTIREAREA OF THE MAT. THE BLANKET SHALL BE COVERED ON THE TOP AND BOTTOM SIDESWITH 100% BIODEGRADABLE WOVEN NATURAL ORGANIC FIBER NETTING. THE NETTINGSHALL CONSIST OF MACHINE DIRECTIONAL STRANDS FORMED FROM TWO INTERTWINEDYARNS WITH CROSS DIRECTIONAL STRANDS INTERWOVEN THROUGH THE THE TWISTEDMACHINE STRANDS (COMMONLY REFERRED TO AS LENO TO FORM AN APPROXIMATE 0.50 X1.0 IN (1.27 X 2.54 CM) MESH. THE BLANKET SHALL BE SEWN TOGETHER ON 1.50 INCH (3.81CM) CENTERS WITH DEGRADABLE THREAD. THE BLANKET SHALL BE MANUFACTURED WITHA COLORED THREAD STITCHED ALONG BOTH OUTER EDGES (APPROXIMATELY 2-5 INCHES[5-12.5 FROM THE EDGE) AS AN OVERLAP GUIDE FOR ADJACENT MATS.THE C125BN SHALL MEET TYPE 4 SPECIFICATION REQUIREMENTS ESTABLISHED BY THEEROSION CONTROL TECHNOLOGY COUNCIL (ECTC) AND FEDERAL HIGHWAYADMINISTRATION’S (FHWA) FP-03 SECTION 713.17COCONUT FIBER CHANNEL LINING SHALL BE C125BN AS MANUFACTURED BY NORTHAMERICAN GREEN, OR EQUIVALENT. THE C125BN LONG-TERM EROSION CONTROL BLANKETSHALL HAVE THE FOLLOWING PROPERTIES:MATERIAL CONTENTCOCONUT FIBER100% (0.5 LBS/YD^2) (0.27 KG/M^2) NETTINGTOP: LENO WOVEN 100% BIODEGRADABLE ORGANIC JUTE9.35 LB/1,000 FT^2 (4.5 KG/100 M^2)BOTTOM: 100% BIODEGRADABLE ORGANIC JUTE7.7 LB/1000 FT^2 (3.76 KG/100 M^2) THREADBIODEGRADABLEPHYSICAL SPECIFICATIONS (ROLL)WIDTH6.67 FEET (2.03 M)LENGTH108 FEET (32.92 M)WEIGHT52.22 LBS (23.69 KG)AREA80.0 YD^2 (66.9 M^2)SCALE: NAG C-125BNNTS6 NORTH AMERICAN GREEN MATERIAL SPECIFICATIONS S75BNTHE SHORT-TERM SINGLE NET EROSION CONTROL BLANKET SHALL BE A MACHINEPRODUCED MAT OF 100% AGRICULTURAL STRAW WITH A FUNCTIONAL LONGEVITY OF UPTO 12 MONTHS. (NOTE: FUNCTIONAL LONGEVITY MAY VARY DEPENDING UPON CLIMATICCONDITIONS, SOIL, GEOGRAPHICAL LOCATION, AND ELEVATION). THE BLANKET SHALL BEOF CONSISTENT THICKNESS WITH THE STRAW EVENLY DISTRIBUTED OVER THE ENTIREAREA OF THE MAT. THE BLANKET SHALL BE COVERED ON THE TOP SIDE WITH A 100%BIODEGRADABLE WOVEN NATURAL ORGANIC FIBER NET. THE NETTING SHALL CONSIST OFMACHINE DIRECTIONAL STRANDS FORMED FROM TWO INTERTWINED YARNS WITH ACROSSDIRECTIONAL STRANDS INTERWOVEN THROUGH THE TWISTED MACHINE STRANDS(COMMONLY REFERRED TO AS A LENO WEAVE) TO FORM APPROXIMATE 0.50 X 1.0 IN. (1.27 X2.54 CM) MESH. THE BLANKET SHALL BE SEWN TOGETHER ON 1.50 INCH (3.81 CENTERSWITH DEGRADABLE THREAD. THE BLANKET SHALL BE MANUFACTURED WITH A COLOREDTHREAD STITCHED ALONG BOTH OUTER EDGES (APPROXIMATELY 2-5 INCHES [5-12.5 CM]FROM THE EDGE) AS AN OVERLAP GUIDE FOR ADJACENT MATS.THE S75BN SHALL MEET TYPE 2.C SPECIFICATION REQUIREMENTS ESTABLISHED BY THEEROSION CONTROL TECHNOLOGY COUNCIL (ECTC) AND FEDERAL HIGHWAYADMINISTRATION’S (FHWA) FP-03 SECTION 713.17STRAW FIBER CHANNEL LINING SHALL BE S75BN AS MANUFACTURED BY NORTH AMERICANGREEN, OR EQUIVALENT. THE S75BN SHORT TERM EROSION CONTROL BLANKET SHALLHAVE THE FOLLOWING PROPERTIES:MATERIAL CONTENTSTRAW FIBER100% (0.5 LBS/YD^2) (0.27 KG/M^2) NETTINGTOP SIDE ONLY: LENO WOVEN 100%BIODEGRADABLE NATURAL ORGANIC FIBER9.3 LB/1,000 FT^2 (4.5 KG/100 M^2) THREADBIODEGRADABLEPHYSICAL SPECIFICATIONS (ROLL) WIDTH6.67 FEET (2.03 M) LENGTH108 FEET (32.92 M) WEIGHT46.4 LBS (21.05 KG) AREA80.0 YD^2 (66.9 M^2)SCALE: NAG S75BNNTS4 NORTH AMERICAN GREEN MATERIAL SPECIFICATIONS SC-150BNTHE EXTENDED-TERM DOUBLE NET EROSION CONTROL BLANKET SHALL BE AMACHINE-PRODUCED MAT OF 70% AGRICULTURAL STRAW AND 30% COCONUT FIBER WITHA FUNCTIONAL LONGEVITY OF UP TO 18 MONTHS. (NOTE: FUNCTIONAL LONGEVITY MAYVARY DEPENDING UPON CLIMATIC CONDITIONS, SOIL, GEOGRAPHICAL LOCATION, ANDELEVATION). THE BLANKET SHALL BE OF CONSISTENT THICKNESS WITH THE STRAW ANDCOCONUT EVENLY DISTRIBUTED OVER THE ENTIRE AREA OF THE MAT. THE BLANKET SHALLBE COVERED ON THE TOP AND BOTTOM SIDES WITH A 100% BIODEGRADABLE WOVENNATURAL ORGANIC FIBER NETTING. THE NETTING SHALL CONSIST OF MACHINEDIRECTIONAL STRANDS FORMED FROM TWO INTERTWINED YARNS WITH CROSSDIRECTIONAL STRANDS INTERWOVEN THROUGH THE TWISTED MACHINE STRANDS(COMMONLY REFERRED TO AS LENO WEAVE) TO FORM AN APPROXIMATE 0.50 X 1.0 IN. (1.27X 2.54 MESH. THE BLANKET SHALL BE SEWN TOGETHER ON 1.50 INCH (3.81 CM) CENTERSWITH DEGRADABLE THREAD. THE BLANKET SHALL BE MANUFACTURED WITH A COLOREDTHREAD STITCHED ALONG BOTH OUTER EDGES (APPROXIMATELY 2-5 INCHES [5-12.5 CM]FROM THE EDGE) AS AN OVERLAP GUIDE FOR ADJACENT MATS.THE SC150BN SHALL MEET TYPE 3.B SPECIFICATION REQUIREMENTS ESTABLISHED BY THEEROSION CONTROL TECHNOLOGY COUNCIL (ECTC) AND FEDERAL HIGHWAYADMINISTRATION’S (FHWA) FP-03 SECTION 713.17.COCONUT FIBER CHANNEL LINING SHALL BE SC150BN AS MANUFACTURED BY NORTHAMERICAN GREEN, OR EQUIVALENT. THE SC150BN LONG-TERM EROSION CONTROLBLANKET SHALL HAVE THE FOLLOWING PROPERTIES:MATERIAL CONTENTSTRAW FIBER70% (0.35 LBS/YD^2) (0.19 KG/M^2) COCONUT FIBER30% (0.15 LBS/YD^2) (0.08 KG/M^2) NETTINGTOP: LENO WOVEN 100% BIODEGRADABLE ORGANIC JUTE9.35 LB/1,000 FT^2 (4.5 KG/100 M^2)BOTTOM: 100% BIODEGRADABLE ORGANIC JUTE7.7 LB/1000 FT^2 (3.76 KG/100 M^2) THREADBIODEGRADABLEPHYSICAL SPECIFICATIONS (ROLL)WIDTH6.67 FEET (2.03 M)LENGTH108 FEET (32.92 M)WEIGHT52.22 LBS (23.69 KG)AREA80.0 YD^2 (66.9 M^2)SCALE: NAG SC-150BNNTS56246"(15cm)4"-6"(10-15cm)6"(15cm)54"(10cm) NOTES:*HORIZONTAL STAPLE SPACING SHOULDBE ALTERED IF NECESSARY TO ALLOWSTAPLES TO SECURE THE CRITICALPOINTS ALONG THE CHANNEL SURFACE.**IN LOOSE SOIL CONDITIONS, THE USEOF STAPLE OR STAKE LENGTHS GREATERTHAN 6"(15CM) MAY BE NECESSARY TOPROPERLY SECURE THE RECP'S. CRITICAL POINTSA. OVERLAPS AND SEAMSB. PROJECTED WATER LINEC. CHANNEL BOTTOM/SIDE SLOPE VERTICES1.PREPARE SOIL BEFORE INSTALLING ROLLEDEROSION CONTROL PRODUCTS (RECPS),INCLUDING ANY NECESSARY APPLICATION OFLIME, FERTILIZER, AND SEED.2.BEGIN AT THE TOP OF THE CHANNEL BYANCHORING THE RECPS IN A 6"(15CM) DEEP X6"(15CM) WIDE TRENCH WITH APPROXIMATELY12"(30CM) OF RECPS EXTENDED BEYOND THEUP-SLOPE PORTION OF THE TRENCH. USEMATTING AT THE CHANNEL/CULVERT OUTLET ASSUPPLEMENTAL SCOUR PROTECTION AS NEEDED.ANCHOR THE RECPS WITH A ROW OFSTAPLES/STAKES APPROXIMATELY 12"(30CM)APART IN THE BOTTOM OF THE TRENCH.BACKFILL AND COMPACT THE TRENCH AFTERSTAPLING. APPLY SEED TO THE COMPACTED SOILAND FOLD THE REMAINING 12"(30CM) PORTION OFRECPS BACK OVER THE SEED AND COMPACTEDSOIL. SECURE RECPS OVER COMPACTED SOILWITH A ROW OF STAPLES/STAKES SPACEDAPPROXIMATELY 12" APART ACROSS THE WIDTHOF THE RECPS.3.ROLL CENTER RECPS IN DIRECTION OF WATERFLOW IN BOTTOM OF CHANNEL. RECPS WILLUNROLL WITH APPROPRIATE SIDE AGAINST THESOIL SURFACE. ALL RECPS MUST BE SECURELYFASTENED TO SOIL SURFACE BY PLACINGSTAPLES/STAKES IN APPROPRIATE LOCATIONS ASSHOWN IN THE STAPLE PATTERN GUIDE.4.PLACE CONSECUTIVE RECPS END-OVER-END(SHINGLE STYLE) WITH A 4"-6" OVERLAP. USE ADOUBLE ROW OF STAPLES STAGGERED 4" APARTAND 4" ON CENTER TO SECURE RECPS.5.FULL LENGTH EDGE OF RECPS AT TOP OF SIDESLOPES MUST BE ANCHORED WITH A ROW OFSTAPLES/STAKES APPROXIMATELY 12"(30CM)APART IN A 6"(15CM) DEEP X 6"(15CM) WIDETRENCH. BACKFILL AND COMPACT THE TRENCHAFTER STAPLING.6.ADJACENT RECPS MUST BE OVERLAPPEDAPPROXIMATELY 2"-5" (5-12.5CM) (DEPENDING ONRECPS TYPE) AND STAPLED.7.IN HIGH FLOW CHANNEL APPLICATIONS A STAPLECHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT(9 -12M) INTERVALS. USE A DOUBLE ROW OFSTAPLES STAGGERED 4"(10CM) APART AND4"(10CM) ON CENTER OVER ENTIRE WIDTH OF THECHANNEL.8.THE TERMINAL END OF THE RECPS MUST BEANCHORED WITH A ROW OF STAPLES/STAKESAPPROXIMATELY 12" (30CM) APART IN A 6"(15CM)DEEP X 6"(15CM) WIDE TRENCH. BACKFILL ANDCOMPACT THE TRENCH AFTER STAPLING.2"-5"(5-12.5cm)12"(30cm)6"(15cm)87314"(10cm)6"(15cm)BACCBASCALE: CHANNEL MATTING INSTALLATIONNTS11.PREPARE SOIL BEFORE INSTALLING ROLLEDEROSION CONTROL PRODUCTS (RECPS),INCLUDING ANY NECESSARY APPLICATION OFLIME, FERTILIZER, AND SEED.2.BEGIN AT THE TOP OF THE SLOPE BYANCHORING THE RECPS IN A 6"(15CM) DEEP X6"(15CM) WIDE TRENCH WITH APPROXIMATELY12" (30CM) OF RECPS EXTENDED BEYOND THEUP-SLOPE PORTION OF THE TRENCH.ANCHOR THE RECPS WITH A ROW OFSTAPLES/STAKES APPROXIMATELY 12" (30CM)APART IN THE BOTTOM OF THE TRENCH.BACKFILL AND COMPACT THE TRENCH AFTERSTAPLING. APPLY SEED TO THE COMPACTEDSOIL AND FOLD THE REMAINING 12"(30CM)PORTION OF RECPS BACK OVER THE SEEDAND COMPACTED SOIL. SECURE RECPS OVERCOMPACTED SOIL WITH A ROW OFSTAPLES/STAKES SPACED APPROXIMATELY12"(30CM) APART ACROSS THE WIDTH OF THERECPS.3.ROLL THE RECPS (A) DOWN OR (B)HORIZONTALLY ACROSS THE SLOPE. RECPSWILL UNROLL WITH APPROPRIATE SIDEAGAINST THE SOIL SURFACE. ALL RECPSMUST BE SECURELY FASTENED TO SOILSURFACE BY PLACING STAPLES/STAKES INAPPROPRIATE LOCATIONS AS SHOWN IN THESTAPLE PATTERN GUIDE.4.THE EDGES OF PARALLEL RECPS MUST BESTAPLED WITH APPROXIMATELY 2" - 5"(5-12.5CM) OVERLAP DEPENDING ON THERECPS TYPE.5.CONSECUTIVE RECPS SPLICED DOWN THESLOPE MUST BE END OVER END (SHINGLESTYLE) WITH AN APPROXIMATE 3"(7.5CM)OVERLAP. STAPLE THROUGH OVERLAPPEDAREA, APPROXIMATELY 12"(30CM) APARTACROSS ENTIRE RECPS WIDTH.2"-5"(5-12.5cm)3B42513A12"(30cm)6"(15cm)6"(15cm) *NOTE:IN LOOSE SOIL CONDITIONS, THE USE OFSTAPLE OR STAKE LENGTHS GREATER THAN6"(15CM) MAY BE NECESSARY TO PROPERLYSECURE THE RECP'S.3"(7.5cm)SCALE: SLOPE MATTING INSTALLATIONNTS22"-5"(5-12.5cm)3.3'(1m)1.6'(0.5m)2'(0.6m)10"(25cm)0.7 STAPLES PER SQ.YD.1.15 STAPLES PER SQ.YD.1.7 STAPLES PER SQ.YD.3.4 STAPLES PER SQ.YD.3.75 STAPLES PER SQ.YD.4:1 SLOPES (PATTERN 'A')3:1 SLOPES (PATTERN 'B')2:1 SLOPES (PATTERN 'C')1:1 & STEEPER SLOPES(PATTERN 'D')MEDIUM/HIGH FLOW CHANNEL(PATTERN 'D')HIGH FLOW CHANNEL ANDSHORELINE (PATTERN 'E')PATTERN 'A'PATTERN 'B'PATTERN 'C'PATTERN 'D'2"-5"(5-12.5cm)2"-5"(5-12.5cm)2"-5"(5-12.5cm)2"-5"(5-12.5cm)2"-5"(5-12.5cm)3.3'(1m)3'(0.9m)3.3'(1m)4'(1.2m)1.6'(0.5m)4'(1.2m) NOTES: USE ECMDS® FOR MOREACCURATE STAPLE PATTERN SELECTION.6'(1.8m)3'(0.9m)4'(1.2m)10"(25cm)20"(0.5m)PATTERN 'E'2"-5"(5-12.5cm)6'(1.8m)3.3'(1m)3.3'(1m)3.3'(1m)2'(0.6m)2'(0.6m)20"(0.5m)SCALE: STAPLE PATTERN GUIDENTS3
3709200.37VENT78438200.72VENT78578201.00VENT78580201.44MMMCGOUGAN RDNC20 HWY0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0022+48HDD POINTSTA: 3+98.42RIG SIDEENTRY ANGLE 12.0°N: 421,324.8261E: 1,973,051.2059HDD POINTSTA: 12+75.56PIPE SIDEEXIT ANGLE 8.0°N: 422,100.3192E: 1,973,461.0658GGGGGG50'230'75'139'EPFEPFEPFXXXXXXXXXXXXXXXXXXXXXXXXXEPFEPFEPFLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD10.00BH 12-120.00BH 12-25004201.36AX5006201.52NF1004196.63NSVRS1005200.90NSVRS5007202.04CL B BA /RD5008202.29EP B BA5009202.04TOP B5010201.12TOE B5011200.96TOE5012201.84TOP5013201.98EP5014201.79CL5015201.64CL EA5016201.68EP EA5017201.47TOP5018200.48TOE5020200.52TOE5021201.26TOP5022201.48EP5023201.43CL5024201.31CL5025201.25EP5026201.15TOP E5027201.14EP E5028201.28CL E5029200.74TSD /W CAGE5030201.52UGG B /ND5031200.79UGG5032195.54TP125033197.24TP125034200.74UGG5035200.42UGG5036197.50TP125037197.18TP125038199.76UGG5039199.19UGG5040196.61TP125041196.05TP125042198.72UGG5043198.23UGG5044195.23TP125045194.88TP125046197.71UGG5047197.45UGG5048194.37TP125049194.05TP125050197.13UGG5051196.65UGG5052193.48TP125053193.06TP125054196.56UGG5055196.37GMK5056194.86UGG5057191.61TP125058190.33TP125059193.58UGG5060192.40UGG5061188.90TP125062188.33TP125063191.08UGG5064190.87UGG5065187.87TP125066188.12TP125067190.79UGG5068190.84UGG5069188.25TP125070188.57TP125071190.57UGG5072190.98UGG5073188.73TP125074188.23TP125075191.16UGG5076190.98UGG5077187.90TP125078187.21TP125079190.96UGG5080189.79UGG5081186.53TP125082185.73TP125083188.73UGG5084186.79UGG5085183.87TP125086186.78UGG E5087186.59TL B5088186.58EW B5089186.60EW5090186.90EW5091186.71EW5092186.89EW5093186.51EW E5094186.52TL1 B5095188.11GMK5096187.47TL5097189.02TL5098188.35TL15099190.33TL15100191.34TL5101191.25TL5102190.93TL15103191.34TL15104191.38TL5105191.73TL5106191.46TL15107191.38TL15108191.63TL5109191.21TL5110191.23TL15111191.25TL15112191.00TL5113190.71TL5114190.78TL15115191.00TL15116190.45TL5117191.20TL5118190.76TL15119192.64TL15120192.19TL5121193.50TL
5122193.52TL15123195.29TL15124194.99TL5125196.43TL5126197.32TL5127197.87TL E5128196.61TL15129196.28TL1
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MILLERAND WIFEKINDLE J. BURKESDB 1995 PG 647PB 46 PG 97PIN: 09030100901JOHN MCFADYEN BUIEAND WIFE TRUETT J. BUIEDB 2115 PG 441PB 52 PG 97 - TRACT 2PIN: 09030100902LITTLE MARSH FARMS, LLCDB 2115 PG 495PB 52 PG 97 - TRACT 1PIN: 09030200103PAUL RANDOLPH MATTHEWSDB 1405 PG 526PB 34 PG 81PIN: 09030200204NICHOLAS L. JEFFERSONDB 2188 PG 46577.92'200198196194192190200198196194192190188
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75'TCEREF. DWG(S) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMP01/07/2021JNT /JNTDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDATEREGIONALENGINEERDATEMGR TECHREC & STDDATEPRINCIPALENGINEERAPPROVALSF:\Northstar - Piedmont Natural Gas\20-222 PNG-NSES-LINE 5 HDD\Drawings\CD\HDD-2 DIG 12\20-222 HDD-2.dwg 1/11/2021 1:51 PM
DISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATESIGNATURE / INITIALSDATEREGIONALENGINEERSIGNATURE / INITIALSDATEMGR TECHREC & STDSIGNATURE / INITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDPNG__-C-023-0001500D7 OF 201" = 200'LINE 5 - SECTION 1 - HDD'SHDD 2 - OVERALL PLANLUMBER BRIDGE, NCDKJJNTJNTDKJJNTJNTDKJJNTJNTDKJJNTJNT1843107000232679DKJ 09/01/2020A10/14/2020ISSUED FOR 30% REVIEWB11/05/2020ISSUED FOR ENGINEERING REVIEWC12/15/2020ISSUED FOR ENGINEERING REVIEWD01/07/2021ISSUED FOR PERMITTINGFayetteville Resource Center, Fayetteville North CarolinaCOPYRIGHT 2018STIMMEL PROJECT # 20-22214985SEALNORTHCAROLINAPROFESSIONALENGINEERJ.NEALTUCKER NCBEES CERT. NO.: C-1347BEFORE YOU DIG!CALL 811 N.C. ONE-CALL CENTERIT'S THE LAW!U
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ONSTRUCTIONMUSTCONFORMTOTHEVICINITY MAPNOT TO SCALESITEN 34° 54' 31"W 79° 05' 22"GENERAL NOTES1.ALL REFERENCES HEREIN TO “OWNER” SHALL REFER TO PIEDMONT NATURAL GASCOMPANY.2.ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THECURRENT SPECIFICATIONS AND STANDARDS OF PIEDMONT NATURAL GAS, NORTHCAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT), AND NORTH CAROLINARAILROAD, AS APPLICABLE.3.ALL WORK SHALL BE IN COMPLIANCE WITH OSHA TITLE 29 OF THE CODE OFFEDERAL REGULATIONS. CHAPTER 1 (29 CFR 1926), “OCCUPATION”.4.THE CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITYFOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THISPROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THISREQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMALWORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLDHARMLESS THE OWNER AND THE ENGINEER FROM ANY AND ALL LIABILITY, REALOR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THISPROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THEOWNER OR THE ENGINEER.5.ALL EXISTING UTILITIES AND STRUCTURES INDICATED HEREON ARE BASED UPONFIELD SURVEYS AND AVAILABLE INFORMATION OF RECORD AND MAY NOT BEALL-INCLUSIVE. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARYMEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHEREXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS. THECONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ARRANGEMENTS FOR THERELOCATION OR REMOVAL OF EXISTING UTILITIES IF NECESSARY AND AGREES TOBE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES RESULTING FROM HISFAILURE TO LOCATE AND PROTECT EXISTING UNDERGROUND UTILITIES. BEFORESTARTING WORK CONTACT NC ONE CALL CENTER AT 1-800-632-4949 OR CALL 811TO ARRANGE FOR UTILITIES LOCATION.6.LOCATION AND ELEVATION OF EXISTING UNDERGROUND UTILITIES TO BE MET ORCROSSED BY THE WORK SHALL BE CONFIRMED BY FIELD MEASUREMENTSUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO THEDRAWINGS IF REVISIONS ARE NECESSARY.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES AND/OR PENALTIESRESULTING FROM ALL NON-COMPLIANCE WITH FEDERAL, STATE AND LOCALPERMITS AND ENCROACHMENT AGREEMENTS.8.ALL DRAINAGE PIPES AND STRUCTURES SHALL BE CLEANED OF DEBRIS ANDERODED MATERIALS RESULTING FROM CONSTRUCTION. THESE PIPES ANDSTRUCTURES SHALL BE MAINTAINED CLEAN DURING THE PERIOD OFCONSTRUCTION.9.ALL DISTURBED SLOPES SHALL BE RESTORED TO EXISTING GRADES ANDSTABILIZED WITH SEED AND TACK IF APPROPRIATE.GEOTECHNICAL DATA1.GEOTECHNICAL DATA IS PROVIDED FOR CONTRACTOR REFERENCE AND WASTAKEN FROM A REPORT PREPARED BY S&ME. TITLED PNG LINE 5 SECTION 1 -LITTLE MARSH SWAMP (DIG 12) HDD CROSSING, ROBESON COUNTY, NORTHCAROLINA. S&ME PROJECT # 205493, DATED NOVEMBER 17, 2020.2.GEOTECHNICAL DATA REPRESENTS SUBSURFACE CONDITIONS AT THE SOILBORING LOCATIONS. CONDITIONS MAY VARY BETWEEN THE SOIL BORINGLOCATIONS.3.INTERPRETATION OF THE EFFECTS THAT SUBSURFACE CONDITIONS MAY HAVE ONDRILLING IS THE CONTRACTOR'S RESPONSIBILITY.HORIZONTAL DIRECTIONAL DRILLING (HDD) NOTESVARIATIONS IN PLAN OR PROFILE1.THE CONTRACTOR SHALL MAINTAIN THE HORIZONTAL ALIGNMENT WITHIN +/- 2 FEET OFTHE ALIGNMENT SHOWN ON THE DRAWINGS. THE VERTICAL SHALL BE WITHIN +/- 2 FEETABOVE AND +/- 10 FEET BELOW.2.CONTROL POINT ELEVATIONS SHOWN INDICATE THE MINIMUM COVER AND SHALL NOT BEREDUCED. THE CONTRACTOR MAY DRILL DEEPER WITH THE APPROVAL OF THE OWNERAND THE ENGINEER.3.THE GAS MAIN SHALL BE INSTALLED SO AS TO PROVIDE A MINIMUM OF TEN (10) FEET OFCLEARANCE TO ALL OTHER UNDERGROUND UTILITIES AND STRUCTURES UNLESS SHOWNOTHERWISE ON THE PLANS. WHERE THIS IS NOT POSSIBLE APPROPRIATE PROTECTIONSHALL BE INSTALLED.PILOT HOLE REQUIREMENTS4.THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN INSTRUMENTATION WHICH WILL ACCURATELY LOCATE THE PILOT HOLE, MEASURE DRILL STRING AXIAL ANDTORSION LOADS, AND MEASURE DRILLING FLUID DISCHARGE RATE AND PRESSURE. PILOTHOLE TRACKING SHALL BE DONE USING THE WIRE LINE METHOD.5.THE OWNER WILL HAVE ACCESS TO THESE INSTRUMENTS AND THEIR READINGS AT ALLTIMES.6.THE CONTRACTOR, WHEN REQUESTED BY THE OWNER, WILL PROVIDE INSPECTIONHOLES AT NO ADDITIONAL COST TO VISUALLY VERIFY THE LOCATION AND CONDITION OFTHE DRILLED PIPELINE.7.THE CONTRACTOR SHALL PLOT THE ACTUAL HORIZONTAL AND VERTICAL ALIGNMENT OFTHE PILOT BORE ON THE DRAWINGS AT INTERVALS NOT EXCEEDING 20 FEET. THIS“AS-BUILT” PLAN AND PROFILE SHALL BE UPDATED AS THE PILOT BORE IS ADVANCED.8.THE CONTRACTOR SHALL GRANT THE OWNER ACCESS TO ALL DATA READOUTPERTAINING TO THE POSITION AND INCLINATION OF THE BOREHEAD. WHEN REQUESTED,THE CONTRACTOR SHALL PROVIDE EXPLANATIONS OF HIS POSITION MONITORING ANDSTEERING EQUIPMENT.9. THE ACTUAL PILOT HOLE EXIT POINT SHALL BE LOCATED WITHIN TWO (2) FEET LATERALLYOF THE EXIT POINT SHOWN ON THE DRAWINGS. LONGITUDINALLY THE ACTUAL EXITPOINT SHALL BE NO MORE THAN FIVE (5) FEET SHORT OR FIVE (5) FEET PAST THE EXITPOINT SHOWN ON THE DRAWINGS.10.THE OWNER SHALL APPROVE THE ALIGNMENT OF THE PILOT BORE BEFORE THE REAMINGPHASE OR PIPE PULLING MAY COMMENCE.11.IF THE PILOT BORE FAILS TO CONFORM TO THE ABOVE TOLERANCES, OWNER MAY, AT HISOPTION, REQUIRE A NEW PILOT BORE TO BE MADE.12.IN ALL CASES, RIGHT OF WAY RESTRICTIONS SHALL TAKE PRECEDENCE OVER THE LISTEDTOLERANCES.13.NO PILOT HOLE WILL BE ACCEPTED IF IT WILL RESULT IN ANY OF THE PIPELINE BEINGINSTALLED IN VIOLATION OF RIGHT OF WAY RESTRICTIONS.14.CONCERN FOR ADJACENT UTILITIES AND/OR STRUCTURES SHALL TAKE PRECEDENCEOVER THE LISTED TOLERANCES. LISTING OF TOLERANCES DOES NOT RELIEVECONTRACTOR FROM RESPONSIBILITY FOR SAFE OPERATIONS OR DAMAGE TO ADJACENTUTILITIES AND STRUCTURES.15.ALL BEND RADII SHALL BE EQUAL TO OR GREATER THAN THOSE LISTED IN THEDRAWINGS.INSTALLATION16.THE CONTRACTOR, SUBJECT TO THE REQUIREMENTS OF THESE DRAWINGS, WILLDETERMINE THE EXACT METHOD AND TECHNIQUES FOR COMPLETING THE HDDCROSSINGS. EXCAVATED MUD PITS CONSTRUCTED IN THE ENTRY AND EXIT AREASWILL BE LIMITED TO THE TEMPORARY WORK AREAS ONLY.17.AFTER COMPLETION OF THE DIRECTIONAL DRILLING WORK, THE ENTRY AND EXITPIT LOCATIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS.REAMING REQUIREMENTS18.AFTER THE PILOT HOLE IS ACCEPTED, THE CONTRACTOR SHALL PERFORM AREAMING AND PRODUCT PIPE PULL.19.THE MAXIMUM REAMING SHALL BE 1.5 TIMES THE PRODUCT PIPE O.D. UNLESSSTATED OTHERWISE ON THE DRAWINGS, OR APPROVED BY THE ENGINEER.20.BUOYANCY MODIFICATIONS MAY BE USED AT THE DISCRETION OF THECONTRACTOR. ANY BUOYANCY MODIFICATION PROCEDURE PROPOSED FOR USESHALL BE SUBMITTED TO OWNER OR ENGINEER FOR APPROVAL. THE PULLBACKCALCULATIONS ARE BASED ON NON-BALLASTED INSTALLATION. THE CONTRACTORIS RESPONSIBLE FOR ANY DAMAGE TO THE PULL SECTION RESULTING FROMBUOYANCY MODIFICATIONS.PULLBACK REQUIREMENTS21.CONTRACTOR SHALL PULL EXTRA LENGTH OF PRODUCT PIPE SUCH THAT ONEWELD JOINT CAN BE EXAMINED.22.CONTRACTOR SHALL SUPPORT THE PRODUCT PIPE PULL SECTION AS IT PROCEEDSDURING PULLBACK SO THAT IT MOVES FREELY AND IS NOT OVER STRESSED.23.SEE HDD DESIGN INFORMATION CHART ON HDD SHEETS FOR DRILL SPECIFICINFORMATION.DRILLING FLUIDS24.CONTRACTOR SHALL NOT USE ANY DRILLING FLUID THAT DOES NOTCOMPLY WITH PERMIT REQUIREMENTS AND ENVIRONMENTALREGULATIONS.25.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, TRANSPORTING,AND STORING ANY WATER REQUIRED FOR DRILLING FLUIDS.26.CONTRACTOR SHALL MAXIMIZE RECIRCULATION OF DRILLING FLUIDSURFACE RETURNS.27.CONTRACTOR SHALL PROVIDE SOLIDS CONTROL AND FLUID CLEANINGEQUIPMENT OF A CONFIGURATION AND CAPACITY THAT CAN PROCESSSURFACE RETURNS AND PRODUCE DRILLING FLUID SUITABLE FORREUSE.28.DISPOSAL OF EXCESS DRILLING FLUIDS IS THE RESPONSIBILITY OF THECONTRACTOR AND SHALL BE CONDUCTED IN COMPLIANCE WITH ALLENVIRONMENTAL REGULATIONS, RIGHT OF WAY AND WORKSPACEAGREEMENTS, AND PERMIT REQUIREMENTS.29.CONTRACTOR SHALL SUBMIT DRILLING FLUID DISPOSAL PROCEDURESTO OWNER FOR APPROVAL.30.CONTRACTOR SHALL EMPLOY BEST EFFORTS TO MAINTAIN FULLANNULAR CIRCULATION OF DRILLING FLUID.31.DRILLING FLUID RETURNS AT LOCATIONS OTHER THAN THE ENTRY ANDEXIT PITS SHALL BE MINIMIZED.32.IN THE EVENT THAT ANNULAR CIRCULATION IS LOST CONTRACTORSHALL TAKE ACTION TO RESTORE CIRCULATION.33.IF INADVERTENT SURFACE RETURNS OF DRILLING FLUIDS OCCUR,CONTRACTOR SHALL IMMEDIATELY CONTAIN AND COLLECT.34.CONTRACTOR SHALL DISPOSE OF DRILLING FLUIDS AND CUTTINGS AT ANOFFSITE LOCATION. DISPOSAL SHALL BE IN COMPLIANCE WITH ALLENVIRONMENTAL REGULATIONS AND PERMIT REQUIREMENTS. THEDISPOSAL SITE SHALL BE COVERED UNDER AN ACTIVE SEDIMENTATIONAND EROSION CONTROL PERMIT ISSUED BY THE NCDENR - LANDQUALITY SECTION, OR BY A DELEGATED LOCAL EROSION CONTROLPROGRAM, IF THE DISPOSAL SITE IS NOT PERMITTED, THE CONTRACTORIS RESPONSIBLE FOR HAVING A SEDIMENTATION AND EROSION CONTROLPLAN PREPARED BY A LICENSED PROFESSIONAL, AND FOR SECURING APERMIT FROM THE NCDENR - LAND QUALITY SECTION.PRODUCT PIPE MATERIALS35.PRODUCT PIPE SHALL BE 12" NOMINAL (12.750" O.D. X 0.375" W.T.)CARBON STEEL, API 5L, ERW, GRADE X-52 WITH FBE AND POWERCRETEDD COATINGS.HYDROSTATIC TESTING36.HYDROSTATIC TESTING SHALL BE COMPLETED IN ACCORDANCE WITHPIEDMONT NATURAL GAS COMPANY STANDARDS AND SPECIFICATIONS.LITTLE MARSH SWAMP.McGOUGAN RD.HWY 20HWY
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0+001+002+003+004+005+006+007+008+00HDD POINTSTA: 3+98.42RIG SIDEENTRY ANGLE 12.0°N: 421,324.8261E: 1,973,051.205950'230'EPFEPFEPFEPFEPFEPFEPFEPFEPFEPFEPFEPFLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD10.00BH 12-12000.00BH 12-15280201.37RBF.505281200.40RBF.255282199.70RBF.755283201.45CL B /RD5288199.81OHW B5292201.56CL5300201.59CL5301201.67CL5310201.72CL5311201.78CL5316201.42UP5317201.42OHW E5318201.33UGC B5319201.19UGC1 B5320201.18UGC15321201.30UGC5365185.97EW B5366186.60EW E5389201.10UGC15390201.27UGC5391201.11UGC5392200.78UGC5393201.00UGC5394201.06TPED5395200.67UGC5396201.11UGC5397201.29UGC5398201.17UGC15399201.18UGC15400201.23UGC5401201.11UGC5402201.00UGC15403200.98UGC1 E5404201.08UGC ENC HWY 20
PIN: 09030200205JOSE ENRIQUEZ &LOURDES ALCANTARADB 1796 PG 339PB 46 PG 96PIN: 09030200202BRETT A. MILLERAND WIFEKINDLE J. BURKESDB 1995 PG 647PB 46 PG 97PIN: 09030200103PAUL RANDOLPH MATTHEWSDB 1405 PG 526PB 34 PG 81PIN: 09030200204NICHOLAS L. JEFFERSONDB 2188 PG 46518418518619019519820020120120120077.92'197196195194
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186194193192191190189188187186HDD POINTSTA: 3+98.42RIG SIDEENTRY ANGLE: 12°PVC STA: 5+19.15ELEV: 173.63SAG BEND: 12°PVT STA: 7+67.73ELEV: 147.615+06.72 100 YR. FLOOD
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5+23.25 BEGIN WETLANDS
4+78.62 BOREHOLE 12-1
1744371276142360336420179041625415.66'RADIUS OF CURVATURE: 1,200.00'ARC LENGTH: 251.33'HORIZ. LENGTH: 113.05'HORIZ. LENGTH: 120.73'SLOPE LENGTH: 123.41'TOTAL HDD 886 LFPROPERTY LINEPROFILE SCALE:HORIZ: 1"=40'VERT: 1"=10'REF. DWG(S) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMP01/07/2021JNT /JNTDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDATEREGIONALENGINEERDATEMGR TECHREC & STDDATEPRINCIPALENGINEERAPPROVALSF:\Northstar - Piedmont Natural Gas\20-222 PNG-NSES-LINE 5 HDD\Drawings\CD\HDD-2 DIG 12\20-222 HDD-2.dwg 1/11/2021 11:02 AM
DISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATESIGNATURE / INITIALSDATEREGIONALENGINEERSIGNATURE / INITIALSDATEMGR TECHREC & STDSIGNATURE / INITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDPNG__-C-023-0001501D8 OF 20N/ALINE 5 - SECTION 1 - HDD'SHDD 2 - PLAN AND PROFILE 0-50 - 8+00LUMBER BRIDGE, NCDKJJNTJNTDKJJNTJNTDKJJNTJNTDKJJNTJNT1843107000232679DKJ 09/01/2020A10/14/2020ISSUED FOR 30% REVIEWB12/11/2020ISSUED FOR ENGINEERING REVIEWC12/15/2020ISSUED FOR ENGINEERING REVIEWD01/07/2021ISSUED FOR PERMITTINGFayetteville Resource Centery, Fayetteville, North CarolinaCOPYRIGHT 2018STIMMEL PROJECT # 20-22214985SEALNORTHCAROLINAPROFESSIONALENGINEERJ.NEALTUCKER NCBEES CERT. NO.: C-1347LIMITS OF DISTURBANCE (2' OFFSET TO THE OUTSIDEFOR CLARITY)LIMITS OF CLEARING (3' OFFSET TO THE INSIDE FORCLARITY)STONE CONSTRUCTION ENTRANCE SEE DETAIL 1SHEET C-023-0001511TEMPORARY SILT FENCE (2' OFFSET TO THE INSIDEFOR CLARITY) SEE DETAIL 2 AND 3 SHEETC-023-0001511TEMPORARY SILT FENCE OUTLET SEE DETAIL 4SHEET C-023-0001511TEMPORARY SILT FENCE OUTLET WITH J-HOOK SEEDETAIL 5 SHEET C-023-0001511FIBER FILTRATION TUBE CHECK DAM SEE DETAIL 6SHEET C-023-0001511TEMPORARY ENCROACHMENT FENCE SEE DETAIL 7SHEET C-023-0001511FIBER FILTRATION TUBE (2' OFFSET INSIDE FORCLARITY) SEE DETAIL 1 SHEET C-023-0001512COMMERCIALLY MADE COMPOSITE MATS SEE DETAIL3 SHEET C-023-0001512SC-150BN MATTING SEE DETAILS 2, 3, AND 5 SHEETC-023-00015131234567891011EC REFERENCE NOTES:LEGEND SHEET:SEE SHEET PNG-C-023-0001508 FOR LEGENDS.GENERAL NOTES:SEE SHEET PNG-C-023-0001509 FOR GENERAL NOTES.WETLANDS / STREAM / CAMA / BUFFER NOTESSEE SHEET PNG-C-023-0001509 FOR GENERAL NOTES.EROSION CONTROL NOTES:SEE SHEET PNG-C-023-0001509 FOR EROSION CONTROLNOTES.GRADING NOTES:SEE SHEET PNG-C-023-0001509 FOR GRADING NOTES.MAINTENANCE PLAN:SEE SHEET PNG-C-023-0001510 FOR EROSION CONTROL MAINTENANCENOTES.SEEDING SCHEDULE:SEE SHEET PNG-C-023-0001510 FOR SEEDING SCHEDULE.SEQUENCE OF CONSTRUCTION1.HOLD PRE-CONSTRUCTION MEETING ONSITE WITH THE EROSION CONTROL INSPECTOR,CONTRACTOR AND THE OWNER'S REPRESENTATIVE.2.INSTALL TEMPORARY CONSTRUCTION ENTRANCE, MAT OVER GAS MAIN AND FORCEMAIN,SILT FENCE, FIBER FILTRATION TUBE, AND OTHER EROSION CONTROL MEASURES ANDDEVICES.PROVIDE A SELF-INSPECTION AT THIS POINT FOR COMPLIANCE WITH THE APPROVED PLAN -INSPECTED BY: _______________________________________________________3.CLEAR AND GRUB AS NEEDED AND GRADE SITE HAND CUT ONLY WITH-IN WETLANDS.4.INSTALL PIPING PER NORTHSTAR ENERGY PLANS.5.FERTILIZE, SEED AND MULCH ALL DISTURBED AREAS NOT IN CULTIVATED FIELDS.6.FERTILIZE, SEED ALL DISTURBED AREAS IN THE SPRAY FIELDS.7.REMOVE ALL TEMPORARY SEDIMENT CONTROL DEVICES ONLY AFTER APPROVAL ISOBTAINED FROM THE PNG INSPECTOR.8.REMOVE TEMPORARY CONSTRUCTION ENTRANCE.FLOODPLAIN NOTE:SITE IS LOCATED WITHIN FLOODPLAIN PER FEMA ROBESON COUNTY COMMUNITY NUMBER370202, PANEL NUMBER 9472. MAP NUMBER 3710947200K MAPS REVISED 10/17/06.SEE SHEET 9 OF 20321EXISTING TREELINEEXISTING GAS MAINEXISTING WETLANDS LINEEXISTING UTILITY POLEEXISTING FENCETEMPORARY CONSTRUCTION EASEMENT123456SURVEY REFERENCE NOTES:DISTURBED AREAS:TOTAL DISTURBED AREA = 4.13 ACRES10SP, POORLY-GRADED SAND SC, CLAYEY SAND CL, LOW PLASTICITY CLAYML, LOW PLASTICITY SILTSM, SILTY SANDCL, HIGH PLASTICITY CLAYTOPSOILSW, WELL-GRADED SANDSP/SM, POORLY GRADED SANDWITH SILTSP/SC, POORLY-GRADED SANDWITH CLAYSW/SC, WELL-GRADED SANDWITH CLAYTCE23334EXISTING FENCE TO BEREMOVED AND REPLACED554411TREE CUTTING ONLYNO GRUBBING WITH INTHE WETLAND AREA.5LITTLE MARSH SWAMP.LITTLE MARSH SWAMPEXISTING WETLANDSPROPERTY LINEPROPERTY LINEPROPERTY LINE88EXISTING 50' GAS EASEMENT50'
R/WEPR/W EP
8+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+00HDD POINTSTA: 12+75.56PIPE SIDEEXIT ANGLE 8.0°N: 422,100.3192E: 1,973,461.0658GGGGGGGGGGG75'139'EPFEPFEPFEPFEPFXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXEPFEPFEPFEPFEPFLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD20.00BH 12-25055196.37GMK5088186.58EW B5089186.60EW5090186.90EW5091186.71EW5092186.89EW5093186.51EW E5095188.11GMKHTS2010.00BH 12-21971961951941931
9
2191 191191190189188187186185184190 191190
191193194
195
196
197
189
HDD POINTSTA: 12+75.56PIPE SIDEEXIT ANGLE: 8°PVT STA: 10+47.79ELEV: 159.28PVC STA: 8+80.79ELEV: 147.61SAG BEND: 8°36.52'28.46'10+52.71 100 YR. FLOOD26.75'11+41.55 BOREHOLE 12-218238122214932505865122250/6"442910+67.56 END WETLANDS
13+41.77 BEGIN WETLANDS
15+93.75 END WETLANDSRADIUS OF CURVATURE: 1,200.00'ARC LENGTH: 167.55'TANGENT LENGTH: 113.05'HORIZ. LENGTH: 227.76'SLOPE LENGTH: 230.00'TOTAL HDD 924 LFSEE SHEET 10 OF 20PROPERTY LINEPIPE STRINGINGPROFILE SCALE:HORIZ: 1"=40'VERT: 1"=10'REF. DWG(S) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMP01/07/2021JNT /JNTDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDATEREGIONALENGINEERDATEMGR TECHREC & STDDATEPRINCIPALENGINEERAPPROVALSF:\Northstar - Piedmont Natural Gas\20-222 PNG-NSES-LINE 5 HDD\Drawings\CD\HDD-2 DIG 12\20-222 HDD-2.dwg 1/11/2021 11:03 AM
DISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATESIGNATURE / INITIALSDATEREGIONALENGINEERSIGNATURE / INITIALSDATEMGR TECHREC & STDSIGNATURE / INITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDPNG__-C-023-0001502D9 OF 20N/ALINE 5 - SECTION 1 - HDD'S2HDD 2 - PLAN AND PROFILE 8+00 - 18-00LUMBER BRIDGE, NCDKJJNTJNTDKJJNTJNTDKJJNTJNTDKJJNTJNT1843107000232679DKJ 09/01/2020A10/14/2020ISSUED FOR 30% REVIEWB11/05/2020ISSUED FOR ENGINEER REVIEWC12/15/2020ISSUED FOR ENGINEERING REVIEWD01/07/2021ISSUED FOR PERMITTINGFayetteville Resource Center, Fayetteville North CarolinaCOPYRIGHT 2018STIMMEL PROJECT # 20-22214985SEALNORTHCAROLINAPROFESSIONALENGINEERJ.NEALTUCKER NCBEES CERT. NO.: C-1347SEE SHEET 8 OF 2032LIMITS OF DISTURBANCE (2' OFFSET TO THE OUTSIDEFOR CLARITY)LIMITS OF CLEARING (3' OFFSET TO THE INSIDE FORCLARITY)STONE CONSTRUCTION ENTRANCE SEE DETAIL 1SHEET C-023-0001511TEMPORARY SILT FENCE (2' OFFSET TO THE INSIDEFOR CLARITY) SEE DETAIL 2 AND 3 SHEETC-023-0001511TEMPORARY SILT FENCE OUTLET SEE DETAIL 4SHEET C-023-0001511TEMPORARY SILT FENCE OUTLET WITH J-HOOK SEEDETAIL 5 SHEET C-023-0001511FIBER FILTRATION TUBE CHECK DAM SEE DETAIL 6SHEET C-023-0001511TEMPORARY ENCROACHMENT FENCE SEE DETAIL 7SHEET C-023-0001511FIBER FILTRATION TUBE (2' OFFSET INSIDE FORCLARITY) SEE DETAIL 1 SHEET C-023-0001512COMMERCIALLY MADE COMPOSITE MATS SEE DETAIL3 SHEET C-023-0001512SC-150BN MATTING SEE DETAILS 2, 3, AND 5 SHEETC-023-00015131234567891011EC REFERENCE NOTES:EXISTING TREELINEEXISTING GAS MAINEXISTING WETLANDS LINEEXISTING UTILITY POLEEXISTING FENCETEMPORARY CONSTRUCTION EASEMENT123456SURVEY REFERENCE NOTES:SP, POORLY-GRADED SAND SC, CLAYEY SAND CL, LOW PLASTICITY CLAYML, LOW PLASTICITY SILTSM, SILTY SANDCL, HIGH PLASTICITY CLAYTOPSOILSW, WELL-GRADED SANDSP/SM, POORLY GRADED SANDWITH SILTSP/SC, POORLY-GRADED SANDWITH CLAYSW/SC, WELL-GRADED SANDWITH CLAYTCE331434151499555323555106LITTLE MARSH SWAMP.EXISTING WETLANDSLITTLE MARSH SWAMPEXISTING WETLANDSTREE CUTTING ONLYNO GRUBBING WITH INTHE WETLAND AREA.TEMPORARY IMPACTNO CLEARING. THEWETLAND AREA TO BECROSSED WITH MATSONLY.PROPERTY LINE
388EXISTING 50' GAS EASEMENT50'
18+0019+0020+0021+0022+0022+48GGGGGGGGGGLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD5032195.54TP125033197.24TP125036197.50TP125037197.18TP125040196.61TP125041196.05TP125044195.23TP125045194.88TP125048194.37TP125049194.05TP12MCGOUGAN RDSR 17082012022012002012012001991981972001991981049' TOTALEXISTING 50' GAS EASEMENT50'PROPERTY LINEPROFILE SCALE:HORIZ: 1"=40'VERT: 1"=10'EXISTIINGDRAINAGEDITCHREF. DWG(S) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMP01/07/2021JNT /JNTDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDATEREGIONALENGINEERDATEMGR TECHREC & STDDATEPRINCIPALENGINEERAPPROVALSF:\Northstar - Piedmont Natural Gas\20-222 PNG-NSES-LINE 5 HDD\Drawings\CD\HDD-2 DIG 12\20-222 HDD-2.dwg 1/11/2021 1:50 PM
DISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATESIGNATURE / INITIALSDATEREGIONALENGINEERSIGNATURE / INITIALSDATEMGR TECHREC & STDSIGNATURE / INITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDPNG__-C-023-0001503D10 OF 20N/ALINE 5 - SECTION 1 - HDD'SHDD 2 - PLAN AND PROFILE 18+00 - 23-00LUMBER BRIDGE, NCDKJJNTJNTDKJJNTJNTDKJJNTJNTDKJJNTJNT1843107000232679DKJ 09/01/2020A10/14/2020ISSUED FOR 30% REVIEWB11/05/2020ISSUED FOR ENGINEER REVIEWC12/15/2020ISSUED FOR ENGINEERING REVIEWD01/07/2021ISSUED FOR PERMITTINGFayetteville Resource Center, Fayetteville North CarolinaCOPYRIGHT 2018STIMMEL PROJECT # 20-22214985SEALNORTHCAROLINAPROFESSIONALENGINEERJ.NEALTUCKER NCBEES CERT. NO.: C-1347SEE SHEET 9 OF 20LIMITS OF DISTURBANCE (2' OFFSET TO THE OUTSIDEFOR CLARITY)LIMITS OF CLEARING (3' OFFSET TO THE INSIDE FORCLARITY)STONE CONSTRUCTION ENTRANCE SEE DETAIL 1SHEET C-023-0001511TEMPORARY SILT FENCE (2' OFFSET TO THE INSIDEFOR CLARITY) SEE DETAIL 2 AND 3 SHEETC-023-0001511TEMPORARY SILT FENCE OUTLET SEE DETAIL 4SHEET C-023-0001511TEMPORARY SILT FENCE OUTLET WITH J-HOOK SEEDETAIL 5 SHEET C-023-0001511FIBER FILTRATION TUBE CHECK DAM SEE DETAIL 6SHEET C-023-0001511TEMPORARY ENCROACHMENT FENCE SEE DETAIL 7SHEET C-023-0001511FIBER FILTRATION TUBE (2' OFFSET INSIDE FORCLARITY) SEE DETAIL 1 SHEET C-023-0001512COMMERCIALLY MADE COMPOSITE MATS SEE DETAIL3 SHEET C-023-0001512SC-150BN MATTING SEE DETAILS 2, 3, AND 5 SHEETC-023-00015131234567891011EC REFERENCE NOTES:EXISTING TREELINEEXISTING GAS MAINEXISTING WETLANDS LINEEXISTING UTILITY POLEEXISTING FENCETEMPORARY CONSTRUCTION EASEMENT123456SURVEY REFERENCE NOTES:SP, POORLY-GRADED SAND SC, CLAYEY SAND CL, LOW PLASTICITY CLAYML, LOW PLASTICITY SILTSM, SILTY SANDCL, HIGH PLASTICITY CLAYTOPSOILSW, WELL-GRADED SANDSP/SM, POORLY GRADED SANDWITH SILTSP/SC, POORLY-GRADED SANDWITH CLAYSW/SC, WELL-GRADED SANDWITH CLAY314416610662R/WEPEPR/W
Mar
2020
Apr
2020
May
2020
Jun
2020
Jul
2020
Aug
2020
Sep
2020
Oct
2020
Nov
2020
Dec
2020
Jan
2021
Feb
2021
0
2
4
6
8
10
Rainfall (Inches)2020-10-01
2020-09-01
2020-08-02
Antecedent Precipitation vs Normal Range based on NOAA's Daily Global Historical Climatology Network
Daily Total
30-Day Rolling Total
30-Year Normal Range
30 Days Ending 30th %ile (in)70th %ile (in)Observed (in)Wetness Condition Condition Value Month Weight Product
2020-10-01 2.556299 6.823622 5.720473 Normal 2 3 6
2020-09-01 3.780315 6.434252 6.748032 Wet 3 2 6
2020-08-02 3.597244 6.404331 4.838583 Normal 2 1 2
Result Normal Conditions - 14
Coordinates 34.95005, -79.06348
Observation Date 2020-10-01
Elevation (ft)124.52
Drought Index (PDSI)Moderate wetness (2020-09)
WebWIMP H2O Balance Wet Season
Weather Station Name Coordinates Elevation (ft)Distance (mi)Elevation Weighted Days (Normal)Days (Antecedent)
FAYETTEVILLE (PWC)35.0583, -78.8583 96.129 13.812 28.391 6.608 11157 83
RAEFORD 9.6 E 34.9592, -79.0558 207.021 0.767 82.501 0.409 55 7
LUMBER BRIDGE 4.0 N 34.9466, -79.0807 192.913 1.004 68.393 0.52 1 0
PARKTON 3.6 N 34.9541, -79.0199 125.0 2.484 0.48 1.119 1 0
FAYETTEVILLE 9.9 SW 34.9729, -79.0308 193.898 2.432 69.378 1.263 7 0
RAEFORD 34.9869, -79.2189 250.0 9.161 125.48 5.272 131 0
RED SPRINGS 1 SE 34.8122, -79.1622 180.118 11.047 55.598 5.585 1 0
WA
29-Sept-20
Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Taken at interface of aminatined eaeement and wooded area
City/County:
State:
, or Hydrology
, or Hydrology
Project/Site:
Wetland Hydrology Present?
Applicant/Owner:
Sampling Date:
Lat.:
Hydric Soil Present?
Long.:
Sampling Point:
Investigator(s):
Landform (hillslope, terrace, etc.):
T
(If no, explain in Remarks.)
Are Vegetation
Are "Normal Circumstances" present?
Soil Map Unit Name:
Datum:
Are climatic/hydrologic conditions on the site typical for this time of year?
Hydrophytic Vegetation Present?
NWI classification:
Remarks:
R
WETLAND DETERMINATION DATA FORM - Atlantic and Gulf Coastal Plain Region
Are Vegetation
Section, Township, Range: S
significantly disturbed?
Is the Sampled Area
within a Wetland?
naturally problematic?(If needed, explain any answers in Remarks.)
, Soil
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
% /
, Soil
Atlantic and Gulf Coastal Plain Region - Version 2.0US Army Corps of Engineers
Subregion (LRR or MLRA):
PNG Line 5 Section 1 HDD - Little Marsh Swamp Robeson
Piedmont Natural Gas NC
J. Lawler
Floodplain
LRR T 34.907980°-79.089503°
Johnston Loam
Slope:1.0Local relief (concave, convex, none):°0.6flat
0
12
8
Wetland hydrology is present.
Yes No
Yes No
Yes No Yes No
HYDROLOGY
Surface Water (A1)
High Water Table (A2)
Saturation (A3)
Water Marks (B1)
Sediment Deposits (B2)
Drift Deposits (B3)
Algal Mat or Crust (B4)
Water-Stained Leaves (B9)
Dry Season Water Table (C2)
Marl Deposits (B15) (LRR U)
Hydrogen Sulfide Odor (C1)
Oxidized Rhizospheres along Living Roots (C3)
Presence of Reduced Iron (C4)
Recent Iron Reduction in Tilled Soils (C6)
Other (Explain in Remarks)
Drainage Patterns (B10)
Aquatic Fauna (B13)
Saturation Visible on Aerial Imagery (C9)
Crayfish Burrows (C8)
Moss Trim Lines (B16)
Primary Indicators (minimum of one required; check all that apply)
Wetland Hydrology Indicators:
Field Observations:
Surface Water Present?
Water Table Present?
Saturation Present?
(includes capillary fringe)
Depth (inches):
Depth (inches):
Depth (inches):
Wetland Hydrology Present?
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Secondary Indicators (minimum of 2 required)
Based on precipitation data, prior period has been normal.
Iron Deposits (B5)
Surface Soil Cracks (B6)
Geomorphic Position (D2)
Inundation Visible on Aerial Imagery (B7)
Sparsely Vegetated Concave Surface (B8)
Thin Muck Surface (C7)
Shallow Aquitard (D3)
FAC-Neutral Test (D5)
Sphagnum moss (D8) (LRR T, U)
Use scientific names of plants.
20
10
0
0
0
0
0
0
0
0
0
30
20
10
10
5
5
0
0
0
0
Yes No
766.7%FAC
33.3%FAC
70.0%
0.0%
100.0%
30
0.0%
0.0%
0.0%
45 45
0.0%
60 120
0.0%
45 135
0 0
0
0 0
0.0%
150 300
0.0%
2.000
37.5%FACW
25.0%OBL
12.5%OBL
12.5%OBL
6.3%FACW
6.3%OBL
0.0%
0.0%
80
0.0%
0.0%
5
0 0.0%
Atlantic and Gulf Coastal Plain Region - Version 2.0
Woody Vine Stratum
(B)
= Total Cover
Indicator
Status
= Total Cover
3 - Prevalence Index is ≤3.0
= Total Cover
Hydrophytic
Vegetation
Present?
US Army Corps of Engineers
VEGETATION (Five/Four Strata) -
Dominance Test worksheet:
Total Number of Dominant
Species Across All Strata:
Prevalence Index worksheet:
Prevalence Index = B/A =
(A/B)
1 Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Problematic Hydrophytic Vegetation 1 (Explain)
Herb Stratum
= Total Cover
Number of Dominant Species
That are OBL, FACW, or FAC:
Hydrophytic Vegetation Indicators:
Remarks: (If observed, list morphological adaptations below).
OBL species
FACW species
FAC species
FACU species
UPL species
Column Totals:
x 1 =
x 2 =
x 3 =
x 4 =
x 5 =
(A)
(A)
Percent of dominant Species
That Are OBL, FACW, or FAC:
Total % Cover of: Multiply by:
(B)
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
Tree Stratum
Shrub Stratum
Absolute
% Cover
2 - Dominance Test is > 50%
Dominant
Species?
Rel.Strat.
Cover
1
1
1.
2.
3.
4.
5.
0
5
0
0
0
0.0%
100.0%FACW
0.0%
0.0%
0.0%
15
10
5
5
42.9%FAC
28.6%FACW
14.3%FACW
35
14.3%FACW
= Total Cover
Sapling or Sapling/Shrub Stratum
1.
2.
3.
4.
5.
6.
7.
8.
0
0
0.0%
0.0%
1.
2.
3.
4.
5.
6.
7.
8.
0
0
0.0%
0.0%
1.
2.
3.
4.
5.
6.
0
0
0.0%
0.0%Definition of Vegetation Strata:
WASampling Point:
)
)
)
)
)(Plot size:
50% of Total Cover:2.5 20% of Total Cover:1
50% of Total Cover:40 20% of Total Cover:16
50% of Total Cover:0 20% of Total Cover:0
50% of Total Cover:17.5 20% of Total Cover:7
0 0.0%
50% of Total Cover:15 20% of Total Cover:6
0 0.0%
1 - Rapid Test for Hydrophytic Vegetation
1
*Indicator suffix = National status or professional decision assigned because Regional status not defined by FWS.
Tree - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub - Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb - All herbaceous (non-woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
3 ft (1 m) in height.
Woody vine - All woody vines, regardless of height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than 3.28 ft (1m) tall.
Acer rubrum
(Plot size:30'
Nyssa sylvatica
(Plot size:30'
Acer rubrum
Cyrilla racemiflora
Magnolia virginiana
Persea borbonia
(Plot size:
(Plot size:30'
Arundinaria gigantea
Carex lurida
Juncus effusus
Leersia oryzoides
Osmunda cinnamomea
Woodwardia areolata
Smilax laurifolia
Hydrophytic vegetation is domiant
Soi is hydric.
WASOILSampling Point:
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
(inches) Color (moist) Color (moist)
Matrix Redox Features
%Loc²Texture RemarksType%
Type: C=Concentration. D=Depletion. RM=Reduced Matrix, CS=Covered or Coated Sand Grains ²Location: PL=Pore Lining. M=Matrix
Yes No
Hydric Soil Indicators: Indicators for Problematic Hydric Soils :
Restrictive Layer (if observed):
Hydric Soil Present?
Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Histosol (A1)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Depleted Below Dark Surface (A11)
Thick Dark Surface (A12)
Sandy Muck Mineral (S1) (LRR O, S)
Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
Stripped Matrix (S6)
Loamy Mucky Mineral (F1) (LRR O)
Loamy Gleyed Matrix (F2)
Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Coast Prairie Redox (A16) (MLRA 150A)
Other (Explain in Remarks)
Type:
Depth (inches):
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0
Dark Surface (S7) (LRR P, S, T, U)
Stratified Layers (A5)
Polyvalue Below Surface (S8) (LRR S, T, U)
Redox Depressions (F8)
1 cm Muck (A9) (LRR O)
1
1
3
3
Organic Bodies (A6) (LRR P, T, U)
5 cm Mucky Mineral (A7) (LRR P, T, U)
Muck Presence (A8) (LRR U)
1 cm Muck (A9) (LRR P, T)
Thin Dark Surface (S9) (LRR S, T, U)
Marl (F10) (LRR U)
Depleted Ochric (F11) (MLRA 151)
Iron-Manganese Masses (F12) (LRR O, P, T)
Umbric Surface (F13) (LRR P, T, U)
Delta Ochric (F17) (MLRA 151)
Reduced Vertic (F18) (MLRA 150A, 150B)
Piedmont Floodplain Soils (F19) (MLRA 149A)
Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
2 cm Muck (A10) (LRR S)
Reduced Vertic (F18) (outside MLRA 150A,B)
Piedmont Floodplain Soils (F19) (LRR P, S, T)
Anomalous Bright Loamy Soils (F20) (MLRA 153B)
Red Parent Material (TF2)
Very Shallow Dark Surface (TF12)
0-12 10YR 2/1 95 10YR 5/6 5 C PL Loam
WA - Up
29-Sept-20
Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Taken on hillside south of WA at interface between mainatined eaement and wooded area.
City/County:
State:
, or Hydrology
, or Hydrology
Project/Site:
Wetland Hydrology Present?
Applicant/Owner:
Sampling Date:
Lat.:
Hydric Soil Present?
Long.:
Sampling Point:
Investigator(s):
Landform (hillslope, terrace, etc.):
T
(If no, explain in Remarks.)
Are Vegetation
Are "Normal Circumstances" present?
Soil Map Unit Name:
Datum:
Are climatic/hydrologic conditions on the site typical for this time of year?
Hydrophytic Vegetation Present?
NWI classification:
Remarks:
R
WETLAND DETERMINATION DATA FORM - Atlantic and Gulf Coastal Plain Region
Are Vegetation
Section, Township, Range: S
significantly disturbed?
Is the Sampled Area
within a Wetland?
naturally problematic?(If needed, explain any answers in Remarks.)
, Soil
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
% /
, Soil
Atlantic and Gulf Coastal Plain Region - Version 2.0US Army Corps of Engineers
Subregion (LRR or MLRA):
PNG Line 5 Section 1 HDD - Little Marsh Swamp Robeson
Piedmont Natural Gas NC
J. Lawler
Hillside
LRR T 34.907816°-79.089685°
Wagram
Slope:3.0Local relief (concave, convex, none):°1.7rolling
Wetland hydrology is not present.
Yes No
Yes No
Yes No Yes No
HYDROLOGY
Surface Water (A1)
High Water Table (A2)
Saturation (A3)
Water Marks (B1)
Sediment Deposits (B2)
Drift Deposits (B3)
Algal Mat or Crust (B4)
Water-Stained Leaves (B9)
Dry Season Water Table (C2)
Marl Deposits (B15) (LRR U)
Hydrogen Sulfide Odor (C1)
Oxidized Rhizospheres along Living Roots (C3)
Presence of Reduced Iron (C4)
Recent Iron Reduction in Tilled Soils (C6)
Other (Explain in Remarks)
Drainage Patterns (B10)
Aquatic Fauna (B13)
Saturation Visible on Aerial Imagery (C9)
Crayfish Burrows (C8)
Moss Trim Lines (B16)
Primary Indicators (minimum of one required; check all that apply)
Wetland Hydrology Indicators:
Field Observations:
Surface Water Present?
Water Table Present?
Saturation Present?
(includes capillary fringe)
Depth (inches):
Depth (inches):
Depth (inches):
Wetland Hydrology Present?
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Secondary Indicators (minimum of 2 required)
Preciptation data shows period period is normal
Iron Deposits (B5)
Surface Soil Cracks (B6)
Geomorphic Position (D2)
Inundation Visible on Aerial Imagery (B7)
Sparsely Vegetated Concave Surface (B8)
Thin Muck Surface (C7)
Shallow Aquitard (D3)
FAC-Neutral Test (D5)
Sphagnum moss (D8) (LRR T, U)
Use scientific names of plants.
20
10
5
5
5
0
0
0
0
0
0
300
20
20
10
0
0
0
0
0
0
Yes No
544.4%FAC
22.2%FAC
611.1%FAC
11.1%FACU
83.3%
45
11.1%FAC
0.0%
0.0%
0 0
0.0%
30 60
0.0%
52 156
345 1380
0
10 50
0.0%
437 1646
0.0%
3.767
85.7%FACU
5.7%FACU
5.7%FACU
2.9%UPL
0.0%
0.0%
0.0%
0.0%
350
0.0%
0.0%
2
0 0.0%
Atlantic and Gulf Coastal Plain Region - Version 2.0
Woody Vine Stratum
(B)
= Total Cover
Indicator
Status
= Total Cover
3 - Prevalence Index is ≤3.0
= Total Cover
Hydrophytic
Vegetation
Present?
US Army Corps of Engineers
VEGETATION (Five/Four Strata) -
Dominance Test worksheet:
Total Number of Dominant
Species Across All Strata:
Prevalence Index worksheet:
Prevalence Index = B/A =
(A/B)
1 Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Problematic Hydrophytic Vegetation 1 (Explain)
Herb Stratum
= Total Cover
Number of Dominant Species
That are OBL, FACW, or FAC:
Hydrophytic Vegetation Indicators:
Remarks: (If observed, list morphological adaptations below).
OBL species
FACW species
FAC species
FACU species
UPL species
Column Totals:
x 1 =
x 2 =
x 3 =
x 4 =
x 5 =
(A)
(A)
Percent of dominant Species
That Are OBL, FACW, or FAC:
Total % Cover of: Multiply by:
(B)
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
Tree Stratum
Shrub Stratum
Absolute
% Cover
2 - Dominance Test is > 50%
Dominant
Species?
Rel.Strat.
Cover
1
1
1.
2.
3.
4.
5.
0
2
0
0
0
0.0%
100.0%FAC
0.0%
0.0%
0.0%
20
10
10
0
50.0%FACW
25.0%FAC
25.0%FACW
40
0.0%
= Total Cover
Sapling or Sapling/Shrub Stratum
1.
2.
3.
4.
5.
6.
7.
8.
0
0
0.0%
0.0%
1.
2.
3.
4.
5.
6.
7.
8.
0
0
0.0%
0.0%
1.
2.
3.
4.
5.
6.
0
0
0.0%
0.0%Definition of Vegetation Strata:
WA - UpSampling Point:
)
)
)
)
)(Plot size:30'
50% of Total Cover:1 20% of Total Cover:0.4
50% of Total Cover:175 20% of Total Cover:70
50% of Total Cover:0 20% of Total Cover:0
50% of Total Cover:20 20% of Total Cover:8
0 0.0%
50% of Total Cover:22.5 20% of Total Cover:9
0 0.0%
1 - Rapid Test for Hydrophytic Vegetation
1
*Indicator suffix = National status or professional decision assigned because Regional status not defined by FWS.
Tree - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub - Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb - All herbaceous (non-woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
3 ft (1 m) in height.
Woody vine - All woody vines, regardless of height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than 3.28 ft (1m) tall.
Quercus nigra
(Plot size:30'
Liquidambar styraciflua
Acer rubrum
Quercus alba
Pinus taeda
(Plot size:30'
Clethra alnifolia
Kalmia angustifolia
Arundinaria gigantea
(Plot size:
(Plot size:30'
Solidago canadensis
Eupatorium capillifolium
Poa annua
Rubus allegheniensis
Vitis rotundifolia
Hydrophytic vegetation is domiant
Soi is not hydric.
WA - UpSOILSampling Point:
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
(inches) Color (moist) Color (moist)
Matrix Redox Features
%Loc²Texture RemarksType%
Type: C=Concentration. D=Depletion. RM=Reduced Matrix, CS=Covered or Coated Sand Grains ²Location: PL=Pore Lining. M=Matrix
Yes No
Hydric Soil Indicators: Indicators for Problematic Hydric Soils :
Restrictive Layer (if observed):
Hydric Soil Present?
Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Histosol (A1)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Depleted Below Dark Surface (A11)
Thick Dark Surface (A12)
Sandy Muck Mineral (S1) (LRR O, S)
Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
Stripped Matrix (S6)
Loamy Mucky Mineral (F1) (LRR O)
Loamy Gleyed Matrix (F2)
Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Coast Prairie Redox (A16) (MLRA 150A)
Other (Explain in Remarks)
Type:
Depth (inches):
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0
Dark Surface (S7) (LRR P, S, T, U)
Stratified Layers (A5)
Polyvalue Below Surface (S8) (LRR S, T, U)
Redox Depressions (F8)
1 cm Muck (A9) (LRR O)
1
1
3
3
Organic Bodies (A6) (LRR P, T, U)
5 cm Mucky Mineral (A7) (LRR P, T, U)
Muck Presence (A8) (LRR U)
1 cm Muck (A9) (LRR P, T)
Thin Dark Surface (S9) (LRR S, T, U)
Marl (F10) (LRR U)
Depleted Ochric (F11) (MLRA 151)
Iron-Manganese Masses (F12) (LRR O, P, T)
Umbric Surface (F13) (LRR P, T, U)
Delta Ochric (F17) (MLRA 151)
Reduced Vertic (F18) (MLRA 150A, 150B)
Piedmont Floodplain Soils (F19) (MLRA 149A)
Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
2 cm Muck (A10) (LRR S)
Reduced Vertic (F18) (outside MLRA 150A,B)
Piedmont Floodplain Soils (F19) (LRR P, S, T)
Anomalous Bright Loamy Soils (F20) (MLRA 153B)
Red Parent Material (TF2)
Very Shallow Dark Surface (TF12)
0-6
6-12
10YR
10YR 5/4
6/3 100
100
Loamy Sand
Sandy Loam
NCNHDE-13002
October 5, 2020
Joey Lawler
S&ME
9751 Southern Pine Blvd
Charlotte, NC 29273
RE: 7335-20-104; Dig 12 - Little Marsh Swamp
Dear Joey Lawler:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence; the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached ‘Potential Occurrences’ table summarizes rare species and natural communities that
have been documented within a one-mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one-mile
radius of the project area, if any, are also included in this report.
If a Federally-listed species is found within the project area or is indicated within a one-mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Clean Water Management Trust Fund
easement, or Federally-listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at [e-mail] or 919-707-8603.
Sincerely,
NC Natural Heritage Program
Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area
7335-20-104
Project No. Dig 12 - Little Marsh Swamp
October 5, 2020
NCNHDE-13002
Element Occurrences Documented Within a One-mile Radius of the Project Area
Taxonomic
Group
EO ID Scientific Name Common Name Last
Observation
Date
Element
Occurrence
Rank
Accuracy Federal
Status
State
Status
Global
Rank
State
Rank
Butterfly 34472 Neonympha areolatus Georgia Satyr 1980-Pre H 5-Very
Low
---Significantly
Rare
G3G4 S2
Dragonfly or
Damselfly
33769 Somatochlora
georgiana
Coppery Emerald 2004-Pre H?5-Very
Low
---Significantly
Rare
G3G4 S2?
Dragonfly or
Damselfly
33789 Triacanthagyna trifida Phantom Darner 2004-Pre H?5-Very
Low
---Significantly
Rare
G5 S1?
No Natural Areas are Documented Within a One-mile Radius of the Project Area
No Managed Areas are Documented Within a One-mile Radius of the Project Area
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/help. Data query generated on October 5, 2020; source: NCNHP, Q3 July 2020. Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3
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Page 3 of 3
October 05, 2020
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To:
Consultation Code: 04EN2000-2021-SLI-0024
Event Code: 04EN2000-2021-E-00036
Project Name: 7335-20-104

Subject:List of threatened and endangered species that may occur in your proposed project
location, and/or may be affected by your proposed project
To Whom It May Concern:
The species list generated pursuant to the information you provided identifies threatened,
endangered, proposed and candidate species, as well as proposed and final designated critical
habitat, that may occur within the boundary of your proposed project and/or may be affected by
your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife
Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended
(16 U.S.C. 1531 et seq.).
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information. An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally-listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally-protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or
10/05/2020 Event Code: 04EN2000-2021-E-00036   2

evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes
If your project contains suitable habitat for any of the federally-listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally-protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle
Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require
development of an eagle conservation plan (http://www.fws.gov/windenergy/
eagle_guidance.html). Additionally, wind energy projects should follow the wind energy
guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and
bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://
www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/towers.htm; http://
www.towerkill.com; and http://www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/
comtow.html.
Not all Threatened and Endangered Species that occur in North Carolina are subject to section 7
consultation with the U.S Fish and Wildlife Service. Atlantic and shortnose sturgeon, sea
turtles,when in the water, and certain marine mammals are under purview of the National Marine
Fisheries Service. If your project occurs in marine, estuarine, or coastal river systems you should
also contact the National Marine Fisheries Service, http://www.nmfs.noaa.gov/
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office. If you have any questions or comments, please contact John Ellis
of this office at [e-mail].
10/05/2020 Event Code: 04EN2000-2021-E-00036   3

▪
Attachment(s):
Official Species List
10/05/2020 Event Code: 04EN2000-2021-E-00036   1

Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
[phone]
10/05/2020 Event Code: 04EN2000-2021-E-00036   2

Project Summary
Consultation Code:04EN2000-2021-SLI-0024
Event Code:04EN2000-2021-E-00036
Project Name:7335-20-104
Project Type:TRANSMISSION LINE
Project Description:Little Marsh Swamp
Project Location:
Approximate location of the project can be viewed in Google Maps: https://
www.google.com/maps/place/34.90930712882782N79.08889404471596W
Counties:Robeson, NC
10/05/2020 Event Code: 04EN2000-2021-E-00036   3

1.
Endangered Species Act Species
There is a total of 4 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheries , as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Birds
NAME STATUS
Red-cockaded Woodpecker Picoides borealis
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/7614
Endangered
Wood Stork Mycteria americana
Population: AL, FL, GA, MS, NC, SC
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/8477
Threatened
Reptiles
NAME STATUS
American Alligator Alligator mississippiensis
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/776
Similarity of
Appearance
(Threatened)
1
10/05/2020 Event Code: 04EN2000-2021-E-00036   4

Flowering Plants
NAME STATUS
Michaux's Sumac Rhus michauxii
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/5217
Endangered
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.
PHOTOGRAPH 1
VIEWING DIRECTION: South
DESCRIPTION/COMMENT: View of
high ground portion of easement on
the north side of Little Marsh Swamp
(WA).
PHOTOGRAPH 2
VIEWING DIRECTION: South
DESCRIPTION/COMMENT: View of
Little Marsh Swamp (WA). Impacts
will be avoided by use of HDD.
1
SITE PHOTOGRAPHS
PNG Line 5 Section 1 HDD – Little Marsh Swamp
Robeson County, NC
S&ME Project No. 7335-20-104
PHOTOGRAPH 3
VIEWING DIRECTION: North
DESCRIPTION/COMMENT: View of
herbaceous WB within existing
easement on north side of Little
Marsh Swamp.
PHOTOGRAPH 4
VIEWING DIRECTION: East
DESCRIPTION/COMMENT: View of
forested portion of WB on the north
side of Little Marsh Swamp (WA).
2
SITE PHOTOGRAPHS
PNG Line 5 Section 1 HDD – Little Marsh Swamp
Robeson County, NC
S&ME Project No. 7335-20-104
PHOTOGRAPH 5
VIEWING DIRECTION: North
DESCRIPTION/COMMENT: View of
upland portion of easement from
West Main Street.
PHOTOGRAPH 6
VIEWING DIRECTION: North
DESCRIPTION/COMMENT: View of
Little Marsh Swamp (WA). Impacts
will be avoided by use of HDD.
3
SITE PHOTOGRAPHS
PNG Line 5 Section 1 HDD – Little Marsh Swamp
Robeson County, NC
S&ME Project No. 7335-20-104
DWR Pre-Fil ing Meeting Req u est Form
ID#*Ve rsion *
Re gional Office *
Re v ie we r List *
Contact Name *
Contact Email Addre ss *
Proje ct Name *
Proje ct Owne r *
Proje ct County *
Owne r Addre ss:
Is this a transportation proje ct?*
Type (s) of approv al sought from the DWR:
Doe s this proje ct hav e an e xisting proje ct ID#?*
Do you know the name of the staff me mbe r you would like to re que st a me e ting with?
Ple ase giv e a brie f proje ct de scription be low.*
20201436 1
Fayetteville Regional Office - [phone]
Chad Turlington
Pre-Filing Me eting Reque st submitte d 10/8/2020
Joey Lawler
[e-mail]
Line 5 Section 1 HDD - Little Marsh Swamp
Piedmont Natural Gas
Robeson
City
Charlotte
State / Province / Region
NC
Postal / Zip Code
28273
Country
USA
Street Address
9751 Southern Pine Blvd
Address Line 2
Yes No
401 Water Quality Certification -
Regular
401 Water Quality Certification -
Express
Individual Permit Modification
Shoreline Stabilization
Yes No
Chad Turlington
Please give a couple of dates you are available for a meeting.
Ple ase attach the docume ntation you would like to hav e the me e ting about.
Signature
Submittal Date
Piedmont Natural Gas needs to replace a damaged segment of 12-inch
diameter Line 5 natural gas pipeline with a new segment that will be
installed by horizontal directional drill (HDD) within their existing 50-foot
wide easement.
This site is located north of NC Highway 20 and south of McGougan Road
in Robeson County. Approximately 1,270 linear feet of the existing pipe is
proposed for replacement by HDD. This segment of Line 5 is located
beneath Little Marsh Swamp and its adjacent riparian wetlands.
The project may require pre-construction written approval under
Nationwide Permit No. 12 and General Water Quality Certfication No. 4133.
10/30/2020
Line 5 Section 1 HDD - Little Marsh Swamp.pdf 228.02KB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:

· This form completes the requirement of the Pre-Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
· I understand by signing this form that I cannot submit my application until 30 calendar days after this pre-filing
meeting request.
· I also understand that DWR is not required to respond or grant the meeting request.

Your project’s thirty-day clock started upon receipt of this application.  You will receive notification regarding meeting location
and time if a meeting is necessary.  You will receive notification when the thirty-day clock has expired, and you can submit an
application.
10/8/2020