20220820 Ver 1_ePCN Application_20220615

Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
OO Yes
O No
Is this project a public transportation project?*
OYes 0No
Change only if needed.
Pre -Filing Meeting Date Request was submitted on:
5/19/2022
BIMS # Assigned *
20220820
Is a payment required for this project?*
0 No payment required
O Fee received
O Fee needed - send electronic notification
Reviewing Office*
Asheville Regional Office - [phone]
Information for Initial Review
Version#*
What amout is owed?*
O $240.00
O $570.00
Select Project Reviewer*
Amy Annino:eads\amannino
la. Name of project:
DENC Everett Road
la. Who is the Primary Contact?*
Andrew Moore
lb. Primary Contact Email:*
lc. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
6/15/2022
Nearest Body of Water
Unnamed tributary to the Little River
Basin
French Broad
Water Classification
C
Site Coordinates
Latitude:
35.256849
A. Processing Information
Longitude:
-82.637764
County (or Counties) where the project is located:
Transylvania
Is this a NCDMS Project
0Yes ONo
Is this project a public transportation project?*
0Yes ONo

la. Type(s) of approval sought from the Corps:
EI Section 404 Permit (wetlands, streams and waters, Clean Water Act)
❑ Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
0 Yes
O No
1b. What type(s) of permit(s) do you wish to seek authorization?
O Nationwide Permit (NWP)
0 Regional General Permit (RGP)
0 Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
0Yes ®No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
EO 401 Water Quality Certification - Regular
0 Non-404 Jurisdictional General Permit
0 Individual 401 Water Quality Certification
12 - Utility Lines
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
If. Is this an after -the -fact permit application?*
O Yes O No
0 401 Water Quality Certification - Express
0 Riparian Buffer Authorization
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
lh. Is the project located in any of NC's twenty coastal counties?
O Yes O No
1j. Is the project located in a designated trout watershed?
OYes 0No
B. Applicant Information
0Yes ONo
OYes 0No
Id. Who is applying for the permit?
O Owner O Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
0 Yes 0 No
2. Owner Information
2a. Name(s) on recorded deed:
Public Service Company of North Carolina, Inc.
2b. Deed book and page no.:
144,295
2c. Contact Person:
Andrew Moore
2d. Address
Street Address
800 Gaston Road
Address Line 2
Building A
City
Gastonia
Postal / Zip Code
28056
State / Province / Region
NC
Country
US

2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Katy Christie, PWS
4b. Business Name:
Kleinfelder
4c. Address
Street Address
9009 Perimeter Woods Drive
Address Line 2
Suite E
City
Charlotte
Postal / Zip Code
28216
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
NC
Country
US
4e. Fax Number:
1. Project Information
lb. Subdivision name:
(if appropriate)
NA
lc. Nearest municipality / town:
Penrose
2. Project Identification
2a. Property Identification Number:
9516-48-2111-000
2c. Project Address
Street Address
NA
Address Line 2
City
Postal / Zip Code
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Unnamed tributary to the Little River
3b. Water Resources Classification of nearest receiving water: *
C
3c. What river basin(s) is your project located in?*
French Broad
3d. Please provide the 12-digit HUC in which the project is located.
060101050205
4. Project Description and History
2b. Property size:
16.34
State / Province / Region
Country
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: *
Existing gas pipeline easement adjacent to single-family residential and agricultural lands. Please see the attached supplemental information for additional details.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
0 Yes O No 0 Unknown

4f. List the total estimated acreage of all existing wetlands on the property:
0
4g. List the total estimated linear feet of all existing streams on the property:
75
4h. Explain the purpose of the proposed project: *
The purpose of the proposed project is to restore the integrity of an exposed 8-inch high pressure steel gas line. The existing gas line is exposed where it crosses an unnamed tributary
and subject to flows and debris in the tributary. The project will replace the exposed gas line with a gas line buried approximately 6 feet below the existing stream bed.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
The new pipe will be installed via open cut and placed approximately 6-feet below the stream bed. The new pipe will be connected to the existing pipeline, located upgradient (north and
south) of the stream crossing location. A temporary bridge crossing will be used for construction access, and a pump bypass will be used to temporarily dewater the construction area.
Following pipe installation, the stream bed and bank will be restored to pre -construction contours and elevations, and natural waterflow in the stream will be resumed. The open trench will
be back -filled with native stream bed material removed during excavation and the bridge will be removed following construction. Topsoil will be replaced in areas of upland where the
trench was opened, and disturbed portions will be revegetated with appropriate native species.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
Yes
Comments:
No Unknown
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
A PJD is requested in this application.
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
6. Future Project Plans
6a. Is this a phased project?*
Danielle Sank
Kleinfelder
Yes 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?
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
Wetlands Streams -tributaries
Open Waters Pond Construction
3. Stream Impacts
Buffers
3a. Reason for impact (?)
3b.Impact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
S1
Utility Crossing
Temporary
Dewatering
Unnamed
Perennial
Both
5
Average (feet)
77
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
0
3i. Total stream and ditch impacts:
77
3i. Total temporary stream impacts:
77
3j. Comments:
0.009 acres of temporary impact to perennial stream within the Limits of Disturbance. 0.006 acres of impact between the coffer dams.
E. Impact Justification and Mitigation

1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Complete avoidance is not practical for this project. An existing gas pipeline is currently exposed in an unnamed creek bed and needs to be replaced.
The project has been designed to minimize impacts to the greatest extent possible and impacts would be temporary. The crossing was aligned to be
near perpendicular. The width of the LOD is the minimum required to safely complete the pipe replacement. The total area of temporary impact is 0.009
acres.
lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Construction techniques include a temporary dewatering structure with filter bag and staked hay bales. Working in the dry will help prevent sediment
migration during construction. Erosion control devices such as silt fencing would be installed around the project area to prevent construction debris from
entering WUS. Existing bottom sediments will be temporarily stored on -site and replaced within the stream bed following completion of construction.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
O Yes O No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The project will not result in permanent impacts to WUS, and anticipated temporary impacts are below the threshold for mitigation.
F. Stormwater Management and Diffuse Flow Plan (required by DWR) (J
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
O Yes O No
If no, explain why:
The project is located outside of the riparian buffer areas. The project is within the French Broad River which is not included in the State Riparian Buffer Program.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
O Yes !' No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
C Yes No
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
O Yes O No
2. Violations (DWR Requirement)
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)?*
Yes 1!i No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
O Yes O No
3b. If you answered "no," provide a short narrative description.
The proposed project includes the repair and replacement of an existing structure, a natural gas pipeline. The replacement will not increase the size or
scope of the infrastructure at the site.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
�! Yes ! No i 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?*
• Yes O No

5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
O Yes O No
5d. Is another Federal agency involved?*
0 Yes
5e. Is this a DOT project located within Division's 1-8?
0 Yes @ No
O No 0 Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S
0 Yes ® No
5g. Does this project involve bridge maintenance or removal?
OYes 0No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
0 Yes ® No
51. 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.?
OYes 0No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
US Fish and Wildlife Services Information for Planning and Consultation (IPac) and North Carolina Natural Heritage Program identified critical habitat for
the Appalachian Elktoe. On April 28, 2022, a Kleinfelder scientist experienced in the identification of mussel habitat, performed a site visit to assess the
unnamed tributary and adjacent portion of the Little River for suitable habitat of the Appalachian Elktoe and other IPac identified listed species.
Documentation of this site visit is included in the attached application materials. The Kleinfelder scientist did not find suitable habitat nor any listed
species itself, therefore it is Kleinfelder's opinion that the proposed project does not contain suitable habitat for listed species. Additionally, the proposed
project within the unnamed tributary will incorporate protective measures including coffer dams and silt fences to prevent sediment loss during
construction. Flow from the unnamed tributary will be diverted around the workspace and construction will be performed in dry conditions.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
O Yes O No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA Fisheries, Essential Fish Habitat Mapper
https://www.habitat.noaa.gov/apps/efhmapper/?page=page_8
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?*
O Yes O No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
Freese and Nichols, Inc were consulted and the performed a review of North Carolina Archeology Site Files, Historic Topographic Maps, and NRCS Soil
Survey. (Please see attached desktop assessment).
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
O Yes O No
8b. If yes, explain how project meets FEMA requirements:
The project meets FEMA requirements because there will be no change to existing contours and no addition of above ground structures or impervious
area within the floodplain. All impacts are temporary.
8c. What source(s) did you use to make the floodplain determination?*
FEMA FIRM panel: 3700951600J
Effective: 10/2/2009
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or dreg and drop files here to attach document
ApplicationPackageCombined.pdf 44.97MB
File must be PDF or KMZ
Comments
Please see the attached application package with cover letter. Thank you and looking forward to working with you on this project.
Katy Christie
Signature
�'By checking the box and signing below, I certify that:

• 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:
Katy Christie
Signature
Date
6/15/2022

KLEINFELDER
Bright People. Right Solutions.
June 10, 2022
Kleinfelder Project No.: 202213792.001A
David Brown
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
SUBJECT: DENC Everett Road
Pre -Construction Notification (PCN)
Mr. Brown:
On behalf of Dominion Energy, North Carolina (DENC), Kleinfelder, Inc. respectfully submits this
preconstruction notification packet (PCN) under U.S. Army Corps of Engineers, Nationwide
Permit 12, Oil or Natural Gas Pipeline Activities, effective March 15, 2021 (86 FR 2744) for the
replacement of an exposed natural gas pipeline within an existing DENC easement, north of
Everett Road, in Transylvania County. The proposed Project consists of the replacement of
approximately 150 feet of 8-inch high pressure steel pipe, a minimum of six (6) feet below grade
to address safety concerns and improve current conditions as the existing pipeline is currently
exposed and sits above the stream bed of an unnamed perennial tributary to the Little River. The
abandonment of the existing pipeline and the installation of the new pipeline would be performed
using an open cut installation method.
The Project is located north of Everett Road, in the unincorporated community of Penrose, North
Carolina (Figures 1 and 2). In order to characterize site conditions, Kleinfelder scientists
performed an on -site wetland and stream delineation in June 2021 (Figure 7 and Appendix A)
and a threatened and endangered species habitat assessment on April 28, 2022 (Appendices B
and C). A desktop review of historical and cultural resources located within the vicinity of the
proposed Project was also completed (Appendix D). The Project's Limits of Disturbance is
approximately 4.0 acres; however, approximately 16.34 acres were assessed for sensitive
resources (Delineation Boundary). Two streams were delineated within the Delineation Boundary
(Figure 7), and the pipeline replacement would result in approximately 0.009 acres of temporary
impacts to this feature: the unnamed tributary to Little River. Despite the limited extent of
temporary impacts, the project would occur within a North Carolina designated trout watershed,
in an unnamed tributary adjacent to the Little River which is designated as critical habitat for the
Appalachian elktoe (Figure 8), and therefore requires preconstruction notification. Temporary
impacts include excavating an open trench perpendicular across the stream, temporary
dewatering while abandoning the existing pipeline (cementing and capping), installing new
pipeline, and replacing the removed fill once construction is complete. Bottom sediments
removed from the streambed will be stored onsite and replaced once construction is complete.
Impacts to the other streams within the Delineation Boundary, including Little River, would be
avoided during construction.
202213792.001A Page 1 of 2 June 10, 2022
© 2022 Kleinfelder www.kleinfelder.com
KLEINFELDER 9009 Perimeter Woods Drive, Suite H, Charlotte, NC 28216 p 1704.598.1049 f 1704.598.1050

KLEINFELDER
Bright People. Right Solutions.
This PCN has been submitted electronically along with this cover letter and enclosures.
Additionally, a Preliminary Jurisdictional Determination Application is included. Please contact
me if you have any additional questions at [e-mail] or [phone].
Regards,
KLEINFELDER, INC.
14c,T1CWor-
Katy Christie
Wetland Scientist
Enclosed:
Figure 1 — Project Location Map
Figure 2 — Aerial Map
Figure 3 — U.S. Geological Survey (USGS) Topographic Map
Figure 4 — Federal Emergency Management Agency (FEMA) Floodplain Map
Figure 5 — Natural Resources Conservation Service (NRCS) Soils Map
Figure 6 — National Wetlands Inventory Map
Figure 7 — Wetland Delineation and Stream ID Map
Figure 8 — Critical Habitat Map
Exhibit A — Plan and Profile
Appendix A — North Carolina Division of Water Quality (NC DWQ) Stream Identification Forms
Appendix B — USACE Jurisdictional Determination Request
Appendix C — United States Fish and Wildlife Service (USFWS) Environmental
Conservation Online System (ECOS) Information for Planning and Consultation (IPaC)
Trust Resource List and North Carolina Natural Heritage Program (NCNHP) Elements
Occurrences Data
Appendix D — Threatened and Endangered Species Habitat Assessment
Appendix E — Cultural Resources Research Letter
Appendix F — Easement/Ownership Documents
202213792.001A Page 2 of 2 June 10, 2022
© 2022 Kleinfelder www.kleinfelder.com
KLEINFELDER 9009 Perimeter Woods Drive, Suite H, Charlotte, NC 28216 p 1704.598.1049 f 1704.598.1050

KLE/NFELOER
Bright People. Right Solutions.
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nor is A desgned or intended as a construction design document. The use or misuse
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KL E/NFEL DER
Bright People. Right Solutions.
www.kleinfelder.com
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PROJECT NO. 20213792.001A
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useof such information. This document is not intended for use as a land survey product
nor is A designed or intended as a construction design document. The use or misuse
of the information contained on this graphic representation is at the sole risk of the
pally using or misusing the information.
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KLE/NFELOER
Bright People. Right Solutions.
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PROJECT NO. 20213792.001A
CREATED: 5/31/2022
CREATED BY: KChristie
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Map
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FILE NAME:
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•- — ,- Zone AE -Areas subject to inundation by the 1-percent-annual
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, 1-percent and 0.2-percent-annual-chance floodplains.
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or base flood depths are shown within these zones.
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Base Flood Elevation (BFE)
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Feet / \ CREATED: 5/31/2022
Source:Aerial Imagery obtained from ESRI Basemap. Map
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warranties express or implied as to accuracy completeness timeliness or rights to the Bright People.Right Solutions- DENC
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of mis d designed orintended as a construction design document The use or misuse FILE NAME: Evertt Road
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path using or misusing the Information- Transylvania County, North Carolina

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party using or misusing the Information- Transylvania County, North Carolina

KLE/NFELOER
Bright People. Right Solutions.
EXHIBIT A
Plan and Profile

PLOTTED: 5/31/2022 2:32 PM BY: joseph to
60% DESIGN PLANS FOR
DENC EVERETT RD
TRANSYLVANIA COUNTY, NC
TENNESSEE
A1leghany'
Ashe t Slimy
VIRGINIA
Stokes
Rockingham
k. Watauga Wilkes l
1 Yadkin ; Forsyth
Avery
Mitchell
4 rC
r�
r ',3
',Yance9 *'
Madison
Bur
;Mc Dowel I'4
f_{Hayv�aad�
• 'Buncombe { '-:
Swain . Rutherford '
Burk
�r"
aldwell lexand0. Davie ;
A Iredell,"-,, s
• • -;Davidson
Randolph
' Catawba Rowan
'
Lincoln r
-- -- .Ca♦aanusrr' Montgomery
Guilford
• ; 'Camden
- Northampton' Gales ,
Walren Payuutk
Caswell Person ; yanc ., , ; Hertford_ Pm
'
e�quians
Chou an
Alamen
ange,' r Franklin'' Bertie
Durham' Nash /
Edgecombe, " r`ashingtori
f r' Martin Tyrrell
Wake •`
Chmham Wilson '`, ' ' Q�-) Ily
Leede
r `� Ppineaufort f1f 1
Johnston ; Greene',
. A
Harnett Wayne ;
n . ' ; Jackson ` Hendersoti Cleveland Gaston , ' Stanly , Moore -• ;Lenoir , a, Craven
Paik Mecklenbufg,.y, r_.. �_ . , .`
Cherokee,....,, Macon trans is ,...�'',,,'k .-- ,
r
' Clay • , '• Cumlaerland" Sampson l' [ones
y Richmond -'' ` Hoke `
Union Anson ,, Duplin -
r r7nslow
Sotland-__------- ,
Robeson s ) Bladen '',
Fender
PROJECT
LOCATION
SOUTH
CAROLINA
Columbus --_'
0
Brunswick
New Hanover
Carteret
Curntuck
LOCATION MAP
NTS
Know what's below.
Call before you dig.
OWNER:
DOMINION ENERGY
CONTACT: ANDREW MOORE
220 OPERATION WAY
CAYCE, SC 29033
[phone]
[e-mail]
DESIGN CONSULTANT:
KLEINFELDER
CONTACT: KEELY LANE, PE
3200 GATEWAY CENTRE BOULEVARD, SUITE 100
MORRISVILLE, NC 27560
910.233.8858
[e-mail]
PROJECT
END
PROJECT
START
LAURALEE LANE
EVERETT ROAD
VICINITY MAP
NTS
ENGINEERING AND CONSTRUCTION:
MIKE LEWIS
MOBILE: [phone]
[e-mail]
ENVIRONMENTAL LEAD:
BOBBY LEY, PE
[phone]
[e-mail]
DRAWING
INDEX
SHEET NUMBER
SHEET TITLE
REV
DATE
1
COVER SHEET
C
5/11/2022
2
GENERAL NOTES AND LEGEND
C
5/11/2022
3
OVERALL ACCESS PLAN
C
5/11/2022
4
E&SC PLAN
C
5/11/2022
5
PLAN AND PROFILE
C
5/11/2022
6
STREAM RESTORATION PLAN
A
11/05/2021
7
DETAILS
A
11/05/2021
8
DETAILS
A
11/05/2021
9
DETAILS
A
11/05/2021
10
DETAILS
A
11/05/2021
11
DETAILS
B
2/15/2022
12
DETAILS
B
2/15/2022
13
DETAILS
A
11/05/2021
14
DETAILS
A
11/05/2021
15
TIE IN DETAIL
B
3/23/2022
16
TIE IN DETAIL
B
3/23/2022
PIPELINE
DATA
DIAMETER
TOTAL LENGTH
TEMPORARY DISTURBED AREA
(in)
(ft)
(acres)
8
156
4.0
ENVIRONMENTAL COMPLIANCE COORDINATOR (ECC):
JOSH PRZYWARA
[phone]
[e-mail]
KLE/NFELOER
Bright People. Right Solutions.
NC LICENSE # F-1312
3200 GATEWAY CENTRE BLVD., SUITE 100
MORRISVILLE, NC 27560
PHONE: [phone]
WWW.KLEINFELDER.COM
REVISIONS
REV
DESCRIPTION
DSN
CHK
DWN
APP
DATE
A
60% DESIGN
BLN
AGB
BLN
KTL
11/05/2021
DENC COMMENTS
JL
KTL
JL
2/15/2022
DENC COMMENTS
JL
KTL
JL
5/11/2022
60% DESIGN
NOT FOR CONSTRUCTION
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
1"
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
ORIGINAL DRAWING SIZE IS 22 x 34
COVER SHEET
DENC EVERETT RD
TRANSYLVANIA COUNTY, NC
Dominion
Energy -
DOMINION ENERGY
OVERLAND INDUSTRIAL BLVD
ASHEVILLE, NC 28806
60% DESIGN
PROJECT NO. 20213792.001A
ISSUE DATE
11/05/2021
CURRENT REVISION C
DESIGNED BY
JL
DRAWN BY
JL
1
CHECKED BY
KTL
APPROVED BY
SHEET 1 of 16

GENERAL NOTES
EROSION CONTROL NOTES
EXISTING LEGEND
PLOTTED: 5/11/2022 1:02 PM BY: joseph to
1. MAINTAIN ENGINEERED VERTICAL CLEARANCE BETWEEN PROPOSED PIPELINE AND OTHER UTILITIES SPECIFICALLY
CALLED OUT ON THE DRAWINGS.
2. SURVEY INFORMATION PROVIDED BY VAUGHN & MELTON, DATED JUNE 28, 2021.
3. STREAM AND WETLAND DATA PROVIDED BY KLEINFELDER, DATED JUNE 16, 2021.
4. THE PROJECT DATUM IS IN NORTH CAROLINA STATE PLANE, NAD83 HORIZONTAL COORDINATE SYSTEM. VERTICAL
DATUM IS NAVD88.
5. MEANS AND METHODS FOR THE TRENCHLESS CROSSINGS ARE TO BE DETERMINED BY THE CONTRACTOR.
6. MINIMUM DEPTH OF COVER TO BE 6-FEET.
7. CONTRACTOR TO LOCATE ALL EXISTING GAS LINES TO TIE-IN.
8. EXISTING DRIVEWAYS MUST BE KEPT IN PASSABLE CONDITION FOR USE BY ADJACENT PROPERTY OWNERS
THROUGHOUT CONSTRUCTION.
9. CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE OF EXISTING PERIMETER EROSION AND SEDIMENT
CONTROL.
10. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A REPRESENTATION OF ALL UTILITIES WITHIN THE PROJECT
EXTENT.
11. UTILITY SIZES AND DEPTHS WERE NOT SURVEYED AS PART OF THIS DESIGN. THE CONTRACTOR MUST VERIFY SIZES,
DEPTHS, AND LOCATIONS OF ALL UTILITIES PRIOR TO BEGINNING WORK AND MUST USE CARE WHEN OPERATING
AROUND EXISTING UTILITIES.
12. THE CONTRACTOR MUST BE FINANCIALLY RESPONSIBLE FOR THE REPAIR OF ANY EXISTING UTILITIES DAMAGED
DURING CONSTRUCTION.
13. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL JURISDICTION, NCDEQ LAND QUALITY STANDARDS
AND SPECIFICATIONS.
14. CONTRACTOR TO RESTORE ALL PROPOSED BORE PITS TO ORIGINAL OR BETTER CONDITION.
15. DRILL AND RECEIVING PITS FOR ALL BORES AND TRENCHES MUST COMPLY WITH OSHA STANDARDS.
16. CONTRACTOR MUST FURNISH ALL MATERIALS NOT PROVIDED BY THE COMPANY (UNLESS OTHERWISE NOTED ON
DRAWINGS OR SPECIFICATIONS) INCLUDING EQUIPMENT TRANSPORTATION, SERVICES AND PERFORM ALL
NECESSARY WORK AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREINAFTER.
17. IT MUST BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS GIVEN ON THE DRAWINGS. ANY
ITEM IN QUESTION MUST BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER PRIOR TO PROCEEDING WITH
THE WORK.
18. CONTRACTOR MUST BE RESPONSIBLE FOR PROTECTION OF ALL SURROUNDING AREAS.
19. TRAFFIC CONTROL DESIGN AND COORDINATION IS THE RESPONSIBILITY OF THE CONTRACTOR.
20. CONTRACTOR MUST ATTEMPT TO PRESERVE TREES WITHIN THE LIMITS OF DISTURBANCE. IF TREES MUST BE
REMOVED FOR PIPELINE INSTALLATION, THE CONTRACTOR MUST BE FINANCIALLY RESPONSIBLE FOR THE REMOVAL.
21. ALL DRIVEWAYS MUST BE CROSSED VIA TRENCHLESS TECHNOLOGY. NO OPEN CUTTING MUST BE ALLOWED.
22. PIPELINE MUST BE PLACED A MINIMUM OF 5-FEET FROM THE EDGE OF THE ROADWAY.
23. CONTRACTOR TO CROSS STORM CULVERTS VIA OPEN CUT, MAINTAINING MINIMUM COVER REQUIREMENTS NOTED IN
THE PLANS. STORM CULVERTS MUST BE SUPPORTED AS NECESSARY TO ENSURE NO DAMAGE IS DONE DURING
CONSTRUCTION.
24. CONTRACTOR TO REMOVE ABANDONED GAS LINE UPON COMPLETION OF PROPOSED LINE.
1. ALL LAND DISTURBING ACTIVITIES MUST BE CONDUCTED IN ACCORDANCE WITH NCDEQ STANDARDS.
2. ALL TEMPORARY EROSION CONTROL MEASURES MUST BE MAINTAINED IN PROPER WORKING CONDITION DURING THE
PERIOD OF CONSTRUCTION. CONTRACTOR TO CONTACT JOSH PRZYWARA AND ROBERT SCHWARTZ FROM DENC IF
EROSION CONTROL ISSUES ARISE DURING CONSTRUCTION.
3. ADDITIONAL EROSION CONTROL MEASURES AND/OR MODIFICATIONS TO PROPOSED MEASURES MAY BE NECESSARY
DEPENDING ON ACTUAL SITE CONDITIONS.
4. THE PURPOSE OF THIS GENERAL PERMIT IS TO MANDATE GROUND STABILIZATION IN 7 DAYS ON PERIMETER AREAS
AND SLOPES GREATER THAN 3:1 AND 14 DAYS ON OTHER AREAS. SEE TEMPORARY SEEDING DETAIL TO THE LEFT FOR
CURRENT SLOPE STABILIZATION CRITERIA.
5. PLAN SHOULD INCLUDE PROVISIONS FOR GROUNDCOVER IN ACCORDANCE WITH NPDES CONSTRUCTION
STORMWATER GENERAL PERMIT NCG010000 AND PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN
14 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION
OR DEVELOPMENT.
6. SILT FENCE OUTLETS MUST BE PLACED AT LOW POINTS ALONG SILT FENCE AS NECESSARY. SILT FENCE J-HOOKS
MUST BE USED WHENEVER THE SILT FENCE LINE IS INSTALLED AT AN ANGLE OF 30° OR GREATER FROM PARALLEL TO
THE CONTOURS.
7. CONTRACTOR TO INSTALL RAIN GAUGE ON SITE AND MONITOR FOR THE DURATION OF CONSTRUCTION ACTIVITIES.
8. CONTRACTOR TO PROVIDE AND KEEP THE FOLLOWING DOCUMENTS ON SITE AT ALL TIMES:
8.1. SET OF PLANS APPROVED BY THE REGIONAL NCDEQ OFFICE
8.2. PLAN APPROVAL LETTER WITH ANY MODIFICATIONS OR PERFORMANCE RESERVATIONS
8.3. A MINIMUM OF THE PAST 30 DAYS OF SELF -INSPECTION REPORTS UNTIL THE PROJECT IS CLOSED OUT BY THE
REGIONAL NCDEQ OFFICE
9. TO FACILITATE IN CLEANUP OF PAVED SURFACES, CONTRACTOR TO PLACE A LAYER OF SAND, SCREENINGS OR FINES
ON PAVED SURFACES BEFORE DEPOSITION OF ANY EXCAVATED MATERIAL OR USE BY EQUIPMENT/VEHICLES
ASSOCIATED WITH THE PROJECT.
10. ALL GROUND COVER TO BE APPLIED PER CONDITIONS OF THE NPDES PERMIT OR IN CRITICAL AREAS, AT END OF DAY.
11.CONTRACTOR MUST MAINTAIN ALL EROSION AND SEDIMENT CONTROLS THROUGH THE DURATION OF THE PROJECT
UNTIL ALL DRAINAGE AREAS HAVE BEEN STABILIZED WITH THE ESTABLISHMENT OF PERMANENT VEGETATION. ALL
STOCKPILES/STAGING AREAS AND CONCRETE WASHOUTS ARE WITHIN THE LIMITS OF DISTURBANCE AND LOCATED
GREATER THAN 50 FEET AWAY FROM STORM DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND SURFACE
WATER BODIES.
CONSTRUCTION SEQUENCE
1. ENVIRONMENTAL COMPLIANCE COORDINATOR TO NOTIFY THE NCDEQ REGIONAL OFFICE AT LEAST 48 HOURS
PRIOR TO LAND DISTURBING ACTIVITIES.
NCDEQ - ASHEVILLE REGIONAL OFFICE
2090 U.S. 70 HIGHWAY
SWANNANOA, NC 28778
PHONE: [phone]
FAX: [phone]
2. STAKE/FLAG DISTURBED RIGHT-OF-WAY EXTENTS, CLEARLY IDENTIFY WETLAND AND STREAM EDGES AND BUFFER
ZONES.
3. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED
BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR.
4. PER NPDES REQUIREMENTS, A RAIN GAUGE, SELF -INSPECTION RECORD, PERMIT, EROSION & SEDIMENT CONTROL
PLAN AND COC, AND CERTIFICATE OF APPROVAL ARE REQUIRED TO BE MAINTAINED ON SITE AND ACCESSIBLE
DURING INSPECTION.
5. INSTALL BMPS AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES:
5.1. INSTALL ROCK CONSTRUCTION ENTRANCE(S).
5.2. INSTALL BMPS FOR ACCESS TO SITE INCLUDING ALL ROADWAY DRAINAGE STRUCTURES SUCH AS CULVERTS &
INLET/OUTLET PROTECTION.
5.3. INSTALL PERIMETER SEDIMENT BARRIERS. PRIOR TO GRADING OR OTHER EARTH DISTURBANCE ON THE
RIGHT-OF-WAY, PERMANENT DOWN SLOPE BMPS ARE TO BE INSTALLED.
5.4. INSTALL STREAM PUMP AROUND BY-PASS.
6. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED.
6.1. PERIMETER CONTROLS MUST BE IN PLACE BEFORE GRUBBING OPERATIONS BEGIN. FURNISH AND INSTALL
PERIMETER CONTROLS AS SOON AS CLEARING OPERATIONS ARE COMPLETE.
7. SITE EARTHWORK
7.1. SITE UTILITY CONSTRUCTION - ONCE ALL REQUIRED BMPS ARE IN PLACE ON THE DISTURBED RIGHT-OF-WAY,
DITCHING, STRINGING, AND BENDING OPERATIONS, WELDING, ETC. MAY BEGIN. IF TRENCH DEWATERING IS
NECESSARY, CONTRACTOR MUST DEWATER TRENCH THROUGH A FILTER BAG AND PROVIDED WITH OTHER BMPS
AS NEEDED TO MINIMIZE TURBIDITY IN CONSTRUCTION DEWATERING DISCHARGES; SEE DETAIL SHEETS. NOTE
THAT DISCHARGE FROM THE DEWATERING BAG MUST BE NON -EROSIVE.
7.2. BORE CONSTRUCTION - CONTRACTOR MUST ENSURE ALL BMPS ARE IN PLACE PRIOR TO STARTING
CONSTRUCTION ON BORES.
8. ALL EROSION CONTROL MEASURES MUST BE INSPECTED AND MAINTAINED, IF NEEDED, AT LEAST ONCE PER WEEK
AND WITHIN 24 HOURS AFTER A 1.0-INCH OR MORE RAINFALL EVENT.
9. AT THE END OF EACH WORK DAY, WHERE THE RIGHT-OF-WAY HAS BEEN GRADED (INCLUDING ANY STRIPPING,
STUMPING, LEVELING, 2:1 ON SIDE SLOPES, ETC.) BMPS ARE TO BE INSTALLED. IN NO CASE IS THE CONTRACTOR TO
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10. WHEN INSTALLATION OF THE PROPOSED GAS LINE IS COMPLETE, CONTRACTOR TO REMOVE EXISTING GAS LINE
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11. STABILIZE SITE AS AREAS OF CONSTRUCTION ARE COMPLETED. SEED AND MULCH DENUDED AREAS PER GROUND
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SEEDING (SEED APPLICATION AND MULCH AND/OR BLANKETING).
11.1. CONTRACTOR TO PERFORM SOIL TESTS AND COORDINATE WITH CPC CONSTRUCTION MANAGER TO DETERMINE
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12. WHEN CONSTRUCTION IS COMPLETE, ALL AREAS HAVE ACHIEVED OVER 80% PERMANENT VEGETATIVE COVER AND
THE PROJECT PERMIT HAS BEEN CLOSED BY NCDEQ, REMOVE/CONVERT ALL REMAINING TEMPORARY SEDIMENT
POLLUTION CONTROLS. SEED OR STABILIZE ANY RESULTING BARE AREAS.
13. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE MUST CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN. AFTER
THE DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITEE MUST
VISIT DEQ.NC.GOV/NCGO1 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (E-NOT). A $100 ANNUAL GENERAL
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Bright People. Right Solutions.
NC LICENSE # F-1312
3200 GATEWAY CENTRE BLVD., SUITE 100
MORRISVILLE, NC 27560
PHONE: [phone]
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REVISIONS
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TRANSYLVANIA COUNTY, NC
Dominion
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DOMINION ENERGY
OVERLAND INDUSTRIAL BLVD
ASHEVILLE, NC 28806
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ISSUE DATE
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Bright People. Right Solutions.
NC LICENSE # F-1312
3200 GATEWAY CENTRE BLVD., SUITE 100
MORRISVILLE, NC 27560
PHONE: [phone]
WWW.KLEINFELDER.COM
REVISIONS
REV
A
B
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DWN APP
DATE
60% DESIGN
BLN
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11/05/2021
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2/15/2022
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PLAN AND PROFILE
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TRANSYLVANIA COUNTY, NC
Dominion
Energy -
DOMINION ENERGY
OVERLAND INDUSTRIAL BLVD
ASHEVILLE, NC 28806
60% DESIGN
PROJECT NO. 20213792.001A
ISSUE DATE
11/05/2021
CURRENT REVISION C
DESIGNED BY
JL
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Bright People. Right Solutions.
NC LICENSE # F-1312
3200 GATEWAY CENTRE BLVD., SUITE 100
MORRISVILLE, NC 27560
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REVISIONS
REV
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APP
DATE
A
60% DESIGN
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AGB
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11/05/2021
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2/15/2022
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TRANSYLVANIA COUNTY, NC
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Energy -
DOMINION ENERGY
OVERLAND INDUSTRIAL BLVD
ASHEVILLE, NC 28806
60% DESIGN
PROJECT NO. 20213792.001A
ISSUE DATE 11/05/2021
CURRENT REVISION C
DESIGNED BY JL
6
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CHECKED BY KTL
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SHEET 6 of 16

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(MAX. 6-IN. x 6-IN. OPENING SPACING)
STANDARD STRENGTH
WOVEN FILTER FABRIC (SEE TABLE)
PLASTIC OR WIRE TIE (TYP.)
(MIN. 50-LB. TENSILE STRENGTH)
COMPACTED BACKFILL
8-IN.
4-IN.
CROSS-SECTION A -A'
FLOW
TABLE: STANDARD STRENGTH
WOVEN FILTER FABRIC
PROPERTY
TEST
VALVE
GRAB TENSILE STRENGTH
ASTM D4632
90-LBS. MARV
GRAB TENSILE ELONGATION
ASTM D4632
90-LBS. MARV
PERMITTIVITY
ASTM D 4791
0.05 (SEC-1) MARV
APPARENT OPENING SIZE
ASTM D 4751
US SIEVE #30
ULTRAVIOLET STABILITY AT
500 HR OF EXPOSURE
ASTM D 4355
70% TYPICAL
REINFORCED SILT FENCE
NTS
REINFORCED SILT FENCE NOTES
USE A SYNTHETIC FILTER FABRIC OF AT LEAST
95% BY WEIGHT OF POLYOLEFINS OR POLYESTER,
WHICH IS CERTIFIED BY THE MANUFACTURER OR
SUPPLIER AS CONFORMING TO THE
REQUIREMENTS IN ASTM D 6461.
1. SYNTHETIC FILTER FABRIC SHOULD
CONTAIN ULTRAVIOLET RAY INHIBITORS
AND STABILIZERS TO PROVIDE A MINIMUM
OF 6 MONTHS OF EXPECTED USABLE
CONSTRUCTION LIFE AT A TEMPERATURE
OF 0 TO 120° F.
2. CONSTRUCT THE FILTER FABRIC FROM A
CONTINUOUS ROLL CUT TO THE LENGTH
OF THE SILT FENCE TO AVOID JOINTS.
WHEN JOINTS ARE NECESSARY, SECURELY
FASTEN THE FILTER FABRIC ONLY AT A
SUPPORT POST WITH 4 FEET MINIMUM
OVERLAP TO THE NEXT POST.
3. EXTEND THE WIRE MESH SUPPORT TO THE
BOTTOM OF THE TRENCH.
4. DO NOT ATTACH FILTER FABRIC TO
EXISTING TREES.
5. WOODEN POSTS ARE ALLOWED WHEN
CROSSING "LIVE" NATURAL GAS PIPELINES.
REINFORCED SILT FENCE MAINTENANCE
1. INSPECT AT LEAST ONCE PER 7 CALENDAR
DAYS AND WITHIN 24 HOURS OF A RAIN
EVENT GREATER THAN OR EQUAL TO
1.0-IN. IN 24 HOURS.
2. SHOULD THE FABRIC OF A SILT FENCE
COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS
NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN
AND TO REDUCE PRESSURE ON THE
FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING
CLEANOUT.
REF: DETAIL BASED ON NCDEQ EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, CHAPTERS 6 AND 8 REVISED, MAY 2013
WETLAND
n n n i n
n n n
STAKE
(SEE NOTE 3)
(TYP.)
n n
v
TIMBER MAT TRAVEL LANE SECTION VIEW
WETLAND
TIMBER MATS
(SEE NOTE 1)
(TYP.)
STAKE
(SEE NOTE 3)
(TYP.)
1 I f
•
•
•
•
•
•
•
•
•
•
•
.
•
•
•
.
.
J
WOVEN
GEOTEXTILE
(TYP.)
� A'
WETLAND
TIMBER MAT TRAVEL LANE PLAN VIEW
(02
1
TIMBER MATS
(SEE NOTE 1)
(TYP.)
WOVEN
GEOTEXTILE
(TYP.)
STABLE APPROACH
RAM P
(SEE NOTE 2)
TIMBER MAT
07
NTS
TIMBER MAT WIDTH VARIES
BASED ON EQUIPMENT WIDTH
CROSS-SECTION A -A'
STAKE
(SEE NOTE 3)
(TYP.)
TIMBER MATS
(SEE NOTE 1)
(TYP.)
TIMBER MAT TRAVEL LANE NOTES
1. TIMBER MATS SHALL EXTEND A MINIMUM OF 10 FEET OUTSIDE OF WETLAND
BOUNDARIES.
2. INSTALL STABLE APPROACHES RAMP TO TIMBER EQUIPMENT MATS (IF NECESSARY).
EARTHEN RAMPS TO BE CONSTRUCTED OF UPLAND MATERIAL. TOP SOIL SHALL NOT BE
USED TO CONSTRUCT EARTHEN RAMPS.
3. OAK OR OTHER DURABLE HARDWOOD STAKES 2-IN. X 2-IN. IN CROSS SECTION
SHOULD BE DRIVEN VERTICALLY PLUMB, THROUGH THE CENTER OF THE COMPOST
SOCK AT EACH OF THE TIMBER MAT LIFTING BOLT NOTCH LOCATIONS. STAKES
SHOULD BE DRIVEN TO A MINIMUM DEPTH OF 12 INCHES, WITH A MINIMUM OF 3
INCHES PROTRUDING ABOVE THE COMPOST SOCK.
4. INSTALL TIMBER MATS IN WORK AREA AS NEEDED. POSITION A SERIES OF TIMBER
MATS AS NEEDED TO CREATE A SAFE, FLAT WORK AREA. MATS SHALL BE POSITIONED
TO BUTT UP AGAINST EACH OTHER.
5. TIMBER MATS SECTIONS ARE TYPICALLY ATTACHED.
6. USE ADDITIONAL TIMBER MAT LAYERS TO RAISE CROSSING ABOVE GRADE WHERE
POOR SOIL CONDITIONS EXIST. ATTEMPT TO USE NO MORE THAN TWO (2) LAYERS IN
WETLANDS.
7. IF A WATERBODY IS LOCATED WITHIN A WETLAND SYSTEM, EXTEND TIMBER
EQUIPMENT MATS TO THE TEMPORARY BRIDGE USED TO CROSS THE WATERBODY IN
ORDER TO ALLOW FOR CONTINUOUS TIMBER EQUIPMENT MAT COVERAGE THROUGH
THE WETLAND AND WATERBODY AREA.
8. EROSION CONTROL MEASURES SHALL BE INSTALLED ADJACENT TO TIMBER MATS AS
SHOWN ON PLAN DRAWINGS.
9. DURING TIMBER MAT INSTALLATION CONTRACTOR SHALL PREVENT THE
INTRODUCTION OF UPLAND SOILS OR OTHER MATERIALS INTO WETLANDS.
10. USE 12-IN. COMPOST FILTER SOCKS OR ENGINEER APPROVED EQUIVALENT.
11. TIMBER MATS USED IN UPLANDS AREAS (DUE TO SOIL CONDITIONS) WILL NOT
INCLUDE 12-IN. COMPOST FILTER SOCK.
TIMBER MAT TRAVEL LANE MAINTENANCE
1. INSPECT AT LEAST ONCE PER 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAIN
EVENT GREATER THAN OR EQUAL TO 1.0-IN. IN 24 HOURS. INSPECT MORE FREQUENTLY
DURING PERIODS OF HEAVY USE.
2. TIMBER MATS AND ALL OTHER MATERIALS SHALL BE COMPLETELY REMOVED DURING
FINAL CLEAN-UP. REMOVAL OF THIS STRUCTURE IS NOT CONTINGENT UPON
ESTABLISHMENT OF PERMANENT VEGETATION.
L_ J
v
HEAVY DUTY LIFTING
STRAPS (RECOMMENDED)
DISCHARGE
HOSE
FILTER BAG PLAN
VIEW
CLAMPS
'•A;�I;O��I�OI T OI AOI�����,�I,
GEOTEXTILE
FABRIC FILTER BAG SECTION
VIEW
PUMP
PUMP
INTAKE
HOSE
CLAMPS
GEOTEXTILE
FABRIC
DISCHARGE HOSE
FILTER BAG
NTS
INTAKE
HOSE
FILTER BAG NOTES
1. LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON -WOVEN GEOTEXTILE
MATERIAL SEWN WITH HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS.
THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS.
HIGH VOLUME FILTER BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES THAT
MEET THE FOLLOWING STANDARDS:
TABLE: FILTER BAG MATERIAL
PROPERTY
TEST METHOD
MINIMUM STANDARD
AVG. WIDE WIDTH
STRENGTH
ASTM D-4884
60 LB/IN
GRAB TENSILE
ASTM D-4632
205 LB
PUNCTURE
ASTM D-4833
110 LB
MULLEN BURST
ASTM D-3786
350 PSI
UV RESISTANCE
ASTM D-4355
70%
AOS % RETAINED
ASTM D-4751
80 SIEVE
2. FILTER BAGS SHALL BE REPLACED WHEN THEY REACH CAPACITY. SPARE BAGS
SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR
ARE FILLED. ALL BAGS SHALL BE WITHIN THE APPROVED LIMITS OF
DISTURBANCE. DISCHARGE TO APPROPRIATE EROSION AND SEDIMENTATION
CONTROL MEASURE.
3. FILTER BAGS SHALL NOT BE PLACED ON SLOPES GREATER THAN 5% WITHOUT
APPROPRIATE STABILITY MEASURES. PLACE FILTER BAGS ON EXISTING WELL
VEGETATED AREAS. IF DISCHARGE LOCATION IS BARE SOIL PLACE FILTER BAG
ON GEOTEXTILE FABRIC.
4. THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE
MANNER SPECIFIED BY THE MANUFACTURER AND SECURELY CLAMPED. A PIECE
OF PVC PIPE IS RECOMMENDED FOR THIS PURPOSE.
5. THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM
SPECIFIED BY THE MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHALL
BE FLOATING AND SCREENED.
6. FILTER BAGS SHALL BE INSPECTED DAILY FOR CAPACITY AND RIPS. IF ANY
PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND NOT RESUME
UNTIL THE PROBLEM IS CORRECTED.
7. WATER PUMPED OUT OF TRENCH SHALL NOT BE DISCHARGED INTO WATERWAYS.
WATER SHALL BE DISCHARGED INTO A FILTER BAG OR DEWATERING STRUCTURE
LOCATED IN A WELL VEGETATED AREA AT LEAST 50-FEET AWAY FROM A STREAM OR
WETLAND.
8. INSTALL 12-INCH COMPOST FILTER SOCK ON THREE DOWNGRADIENT SIDES OF
FILTER BAG.
WOVEN
GEOTEXTILE
(TYP.)
UNDISTURBED STREAM
BANK
ORDINARY HIGH WATER MARK -'
(OHWM)
SEE NOTE 5
TIMBER
MATS
(SEE NOTE
3)
(TYP.)
WOVEN
GEOTEXTILE
(TYP.)
BRIDGE SECTION VIEW
TIMBER
MATS
(SEE NOTE
3)
(TYP.)
8-OZ. NON -WOVEN
GEOTEXTILE
(TYP.)
L-- A'
2
w
O
J
u-
INSTALL STABLE
APPROACH RAMP/TIMBER
MAT
(IF NECESSARY)
DECK WIDTH VARIES
BASED ON EQUIPMENT WIDTH
01
NW-
(0
8-OZ. NON -WOVEN
GEOTEXTILE
(TYP.)
V
SEE NOTE 5
CROSS-SECTION
A -A
TIMBER MATS
(SEE NOTE 3)
TEMPORARY BRIDGE NOTES
1. A PRE -FABRICATED BRIDGE OR FLATBED RAILCAR MAY BE SUBSTITUTED
FOR THE TEMPORARY CONSTRUCTION BRIDGE.
2. INSTALL THE BRIDGE IN A MANNER THAT WILL MINIMIZE SEDIMENT FROM
ENTERING THE WATER.
3. BRIDGE MUST BE DESIGNED BY CONTRACTOR'S ENGINEER TO SUPPORT
EXPECTED LOADS.
4. SECURELY ANCHOR BRIDGE AT ONE (1) END USING STEEL CABLE OR
CHAIN.
5. ABUTMENTS SHOULD BE PLACED PARALLEL TO, AND ON, STABLE BANKS
SUCH THAT THE STRUCTURE IS AT OR ABOVE BANKFULL DEPTH TO
PREVENT ENTRAPMENT OF FLOATING MATERIALS AND DEBRIS.
6. PLACE SAND BAGS IN DECK OPENINGS AS NECESSARY TO PREVENT
ACCUMULATION OF SEDIMENT ON NON -WOVEN GEOTEXTILE. PROVIDE
SUPPORT FOR SAND BAGS IF NECESSARY.
TEMPORARY BRIDGE MAINTENANCE
1. INSPECT TEMPORARY BRIDGE AT LEAST ONCE PER 7 CALENDAR DAYS AND
WITHIN 24 HOURS OF A RAIN EVENT GREATER THAN OR EQUAL TO 1.0-IN.
IN 24 HOURS. INSPECT MORE FREQUENTLY DURING PERIODS OF HEAVY
USE.
2. TEMPORARY CONSTRUCTION BRIDGE WILL BE MAINTAINED IN A
CONDITION THAT WILL PREVENT SEDIMENT FROM ENTERING THE WATER.
KLE/NFELOER
Bright People. Right Solutions.
NC LICENSE # F-1312
3200 GATEWAY CENTRE BLVD., SUITE 100
MORRISVILLE, NC 27560
PHONE: [phone]
WWW.KLEINFELDER.COM
REVISIONS
REV
DESCRIPTION
DSN
CHK
DWN
APP
DATE
A
60% DESIGN
BLN
KTL
BLN
AGB
11/05/2021
60% DESIGN
NOT FOR CONSTRUCTION
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
1"
IF ITS NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
ORIGINAL DRAWING SIZE IS 22 x 34
DETAILS
DENC EVERETT RD
TRANSYLVANIA COUNTY, NC
Dominion
Ener
DOMINION ENERGY
OVERLAND INDUSTRIAL BLVD
ASHEVILLE, NC 28806
60% DESIGN
PROJECT NO. 20213792.001A
ISSUE DATE
11/05/2021
CURRENT REVISION A
DESIGNED BY BLN
7
REFERENCE: DETAIL BASED ON PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL
PROTECTION (PA DEP) STANDARD DETAILS.
PLAN VIEW
(04
TEMPORARY BRIDGE
07
NTS
3. CLEAR EXCESSIVE SEDIMENT DEPOSITED ON BRIDGE AS NECESSARY.
DRAWN BY
BLN
CHECKED BY KTL
APPROVED BY AGB
SHEET
7 of 16

30-FT. (SEE NOTE 3)
CONCRETE MIX
(60-LB.)
PLOTTED: 5/11/2022 1:03 PM BY: joseph to
20-FT. (SEE NOTE 3)
30-FT.
(SEE NOTE
3)
20-FT.
(SEE NOTE
3)
•
STRUCTURAL
SUPPORT WIRE
4-FT. MIN.
L
•
INSTALL GEOTEXTILE FABRIC COMPLETELY
BENEATH ENTIRE DEWATERING STRUCTURE
AS SHOWN TO PREVENT SCOURING
ALL CONNECTIONS FOR DEWATERING
PIPE SHALL BE WELDED
h
PLAN VIEW
14 GAUGE WIRE MESH
(MAX. 6-IN. x 6-IN. OPENING SPACING)
5-FT. SELF FASTENER
ANGLE STEEL POST
(1.25 LB / LINEAR FT.)
BALE OF HAY OR STRAW
(SEE NOTE 4)
(TYP.)
DIVERTER PIPE
(20-IN. DIA. MIN x 10-FT. LONG MIN)
SANDBAG SUPPORT TO INSURE
THAT DISCHARGE PIPE DOES NOT
REST ON HAY BALES
DISCHARGE PIPE
(10-IN. DIA. MAX.)
HYDROSTATIC DEWATERING STRUCTURE NOTES
1. STRUCTURE SHALL BE PLACED ON A LEVEL WELL VEGETATED SITE SUCH THAT WATER
WILL FLOW AWAY FROM STRUCTURE.
2. FLOW RATES THROUGH DISCHARGE AND DIVERTER PIPES SHALL BE SUCH THAT
STRUCTURE WILL NOT OVERFLOW.
3. DIMENSIONS SHOWN MAY BE VARIED DEPENDING UPON SPECIFIC LOCATION AND
VOLUME OF WATER TO BE DISCHARGED.
4. HAY OR STRAW BALE USED FOR STRUCTURAL CONFIGURATION OF HYDROSTATIC
DEWATERING STRUCTURE AND IS NOT INTENDED TO BE USED AS AN EROSION
CONTROL MEASURE.
5. CONTRACTOR SHALL PROPERLY REMOVE AND DISPOSE OF DEWATERING STRUCTURE
IMMEDIATELY UPON COMPLETION OF DEWATERING OPERATIONS. UNDER NO
CIRCUMSTANCES SHALL USED DEWATERING STRUCTURES BE LEFT IN PLACE FOR A
PERIOD OF TIME GREATER THAN 48 HOURS AFTER DEWATERING OPERATIONS ARE
COM PLETE.
6. CONTRACTOR MAY CHOOSE TO TRANSPORT DISCHARGE WATER OFFSITE TO APPROVED
LOCATION FOR DISPOSAL.
BALE OF HAY OR STRAW
(SEE NOTE 4)
(TYP.)
GEOTEXTILE FABRIC
5-FT. SELF FASTENER
ANGLE STEEL POST
(1.25 LB / LINEAR FT.)
14 GAUGE WIRE MESH
(MAX. 6-IN. x 6-IN. OPENING SPACING)
EXISTING
GROUND
SURFACE
INSTALL GEOTEXTILE FABRIC COMPLETELY
BENEATH ENTIRE DEWATERING STRUCTURE
AS SHOWN TO PREVENT SCOURING
HYDROSTATIC TEST DEWATERING STRUCTURE
NTS
SECTION VIEW
6-IN. MIN.
SAND BAG
PIPELINE
TYPICAL
TRENCH WALL
ad
TYPICAL TRENCH-/
BOTTOM
TRENCH BREAKER SECTION VIEW
TRENCH BREAKER NOTES:
1. INSTALL TRENCH BREAKERS AS SHOWN ON PLANS AND/OR
AS DIRECTED BY ENVIRONMENTAL INSPECTOR (REFER TO
TABLE FOR SPACING).
t
(VARIES)
TYPICAL
TRENCH WALL
2. TOP OF TRENCH BREAKER TO TERMINATE 6-INCHES BELOW
THE PROPOSED FINAL GRADE.
3. CONTRACTOR MAY SUBSTITUTE FOAM MATERIAL THAT HAS
BEEN APPROVED BY THE ENGINEER AND OWNER.
TRENCH BREAKER DETAIL
NTS
PIPELINE
d
4 d
PLAN VIEW
TABLE: TRENCH
BREAKER SPACING
SLOPE (%)
SPACING (FT.)
< 5
AS DIRECTED
5-10
100
10-20
75
20-35
50
> 35
25
CONCRETE MIX
(60-LB.)
' I=1 I 1=1 I 1=1 I 1 =I I I=1
-111=1 I IE 11=1 I 1 =� i I 1 =� 1
4j-1I I -III -III -I 11-
1II1 1IHII1-
III-III-1
STREAM
FLOW
PROPOSED GRADE
APPROXIMATE EXISTING
GROUND SURFACE
AASHTO M 43
NO. 2 AGGREGATE
VARIES
LINE WITH 10 OZ.
NON -WOVEN GEOTEXTILE
CROSS-SECTION A -A'
EDGE OF BANK
BOULDERS
BACK FILL AND COMPACT
AREA TO CREATE A
BANKFULL BENCH.
:I I
AASHTO M 43
NO. 2 AGGREGATE
BOULDER TOE MAY BE
USED IN COMBINATION
WITH EARTH WRAP, COIR
BLOCK, OR COIR MATTING
VARIES
BOULDER TOE
(SIZE VARIES)
�\\
i
tRiet, •!+fit ette
NON -WOVEN
GEOTEXTILE 10 OZ/SY
SINGLE ROW BOULDER TOE
PROFILE VIEW
AASHTO M 43
NO. 2 AGGREGATE
BOULDER TOE MAY BE
USED IN COMBINATION
WITH EARTH WRAP, COIR
BLOCK, OR COIR MATTING
VARIES
0
•
BOULDER TOE jj�/i\�/ //\//�/�//%/jam
(SIZE VARIES) \�\�
NON -WOVEN
GEOTEXTILE 10 OZ/SY
MULTIPLE ROW BOULDER TOE
PROFILE VIEW
BOULDER TOE NOTES
1. ENGINEER TO ASSIST IN DETERMINATION AND SIZING OF APPROPRIATE BOULDER TOE
PROTECTION.
2. BOULDER TOE TO BE USED IN COMBINATION WITH GEOLIFT, COIR BLOCK, OR COIR MATTING
AND OTHER STREAM BANK STABILIZATION MEASURES.
3. ENGINEER AND OWNERS ENVIRONMENTAL INSPECTOR TO ASSIST IN PLACEMENT OF
STABILIZATION AT TRANSITION TO EXISTING STREAM BANK.
BOULDER TOE MAINTENANCE
1. INSPECT AT LEAST ONCE PER 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAIN EVENT
GREATER THAN OR EQUAL TO 1.0-IN. IN 24 HOURS.
2. MAKE ANY NECESSARY REPAIRS IMMEDIATELY.
KLE/NFELOER
Bright People. Right Solutions.
NC LICENSE # F-1312
3200 GATEWAY CENTRE BLVD., SUITE 100
MORRISVILLE, NC 27560
PHONE: [phone]
WWW.KLEINFELDER.COM
REVISIONS
REV
DESCRIPTION
DSN
CHK
DWN
APP
DATE
A
60% DESIGN
BLN
KTL
BLN
AGB
11/05/2021
60% DESIGN
NOT FOR CONSTRUCTION
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
ORIGINAL DRAWING SIZE IS 22 x 34
DETAILS
DENC EVERETT RD
TRANSYLVANIA COUNTY, NC
Dominion
Energy
DOMINION ENERGY
OVERLAND INDUSTRIAL BLVD
ASHEVILLE, NC 28806
60% DESIGN
PROJECT NO. 20213792.001A
ISSUE DATE
11/05/2021
CURRENT REVISION A
DESIGNED BY BLN
8
BOULDER TOE PROTECTION
NTS
DRAWN BY
BLN
CHECKED BY KTL
APPROVED BY AGB
SHEET
8 of 16

PLOTTED: 5/11/2022 1:03 PM BY: joseph to
LOD
12-IN. COIR LOG (TYP.)
(ENTRANCE GATE)
• • •
•
•
•
•
TRENCH
DEWATERING HOSE
LOD
•
u • • • • •
TB
LO
tOD
ENERGY DIFFUSER
BY-PASS HOSE
LOD
• • • •
VARIES BASED
•
•
•
•
•
•
20-FT. MIN
(TYP.)
• •
LOD
SILT FENCE (INSTALL SECOND
ROW OF SILT FENCE 4-FT.
LANDWARD OF SINGLE ROW)
BY-PASS PUMP WITH
SECONDARY
CONTAINMENT
ON BRIDGE
0
SCREEN INTAKE -
� (TYP.) O
LOD - - 0-0-O 00
• • •
•
0
25-FT. MIN. E&SC BUFFER
(SEE NOTES 8, 9, & 10)
50-FT. MIN. RIPARIAN BUFFER
(SEE NOTES 8, 9, & 10)
LO
25-FT. MIN. E&SC BUFFER
(SEE NOTE 2)
•
•
50-FT. MIN. RIPARIAN
BUFFER (SEE NOTE 2)
w w
zuJ z
o <0 <
HmHm
•
•
•
•
PROPOSED
PIPELINE
RIPARIAN SEEDING AREA (TYP.)
2
0
w
1-
H
0
J
LL
H
w
cc
N
O
J
i
44
COIR MATTING =
C700BN
SLOPE MATTING = SC150BN O
40-FT. MIN. _
tOD
•
•
•
•
��--- - ----- • • •
20-FT. MIN
(TYP.)
rul O � O
0 •
■
O ■
TB
TRENCH PERMANENT
0
PROPOSED
PIPELINE •
A'
COIR MATTING = C700BN
(10-FT. + STREAM BANK)
POST -CONSTRUCTION STREAM CROSSING PLAN VIEW
LOD
PERMANENT EASEMENT
+ WORKSPACE (VARIES,
GENERALLY 75-FT.)
EASEMENT 50-FT.
STREAM BED SUBSTRATE SPOILS
SUBGRADE SPOILS
PERMANENT EASEMENT
+ WORKSPACE (VARIES,
GENERALLY 75-FT.)
PERMANENT
EASEMENT
50FT.
SILT FENCE (INSTALL
SECOND ROW OF SILT
FENCE 4-FT. LANDWARD OF
SINGLE ROW)
T
RIPARIAN SEEDING AREA (TYP.)
50-FT. MIN. BUFFER
UNLESS OTHERWISE
DEPICTED ON DRAWINGS
5-FT. MIN. COVER
DEPTH
PUMP BY-PASS STREAM CROSSING NOTES
1. REFER TO AUTHORIZED PERMITS FOR ADDITIONAL LOCAL, STATE, AND FEDERAL
REQUIREMENTS.
2. MECHANICAL EQUIPMENT SHALL NOT OPERATE WITHIN STREAMS OR TRAVERSE
STREAMS WITHOUT THE USE OF TEMPORARY BRIDGES.
3. CONSTRUCT TEMPORARY COFFER DAMS WITHIN LIMITS OF DISTURBANCE.
4. CONTRACTOR SHALL DEWATER AREA BETWEEN DAMS AND ENSURE TIGHT SEAL OF
DAMS PRIOR TO TRENCHING. CONTRACTOR SHALL BE RESPONSIBLE FOR PASSING
ALL WATER WHICH IS TO BE FILTERED THROUGH A FILTER BAG PLACED IN
CONJUNCTION WITH APPROPRIATE E&SC MEASURES. INSTALL 12-INCH COMPOST
FILTER SOCK ON THREE DOWNGRADIENT SIDES OF FILTER BAG. DEWATERING
PUMPS SHALL BE PLACED WITHIN SECONDARY CONTAINMENT.
5. SCREEN PUMP INTAKES TO MINIMIZE ENTRAINMENT OF AQUATIC LIFE. PLACE
PUMP INTAKE IN SUMP HOLE/POOL UPSTREAM OF UPSTREAM COFFER DAM.
PLACE BYPASS HOSE OUTSIDE OF STREAM BANKS WITH DISCHARGE DOWNSTREAM
OF DOWNSTREAM COFFER DAM BEFORE COMMENCING BYPASS. TAKE MEASURES
TO PREVENT STREAMBED SCOUR AT PUMP DISCHARGE THROUGH THE USE OF AN
ENERGY DIFFUSER. TAKE REASONABLE MEASURES TO PREVENT INTAKE FROM
SUCTIONING THE STREAM SUBSTRATE.
6. THE PUMP(S) SHALL BE OF SUFFICIENT SIZE TO CONVEY NORMAL STREAM FLOW.
HAVE STANDBY PUMPS AND GENERATORS CAPABLE OF HANDLING 100% OF
ANTICIPATED FLOW ON -SITE IN CASE OF PUMP FAILURE OR A RAIN EVENT.
CONTINUOUSLY MONITOR THE DAM AND PUMPS TO ENSURE PROPER OPERATION
THROUGHOUT THE WATERBODY CROSSING. ALL PUMPS SHALL BE PLACED WITHIN
SECONDARY CONTAINMENT TO REDUCE POTENTIAL FOR FUEL SPILLS.
COIR MATTING = C700BN
(10-FT. + STREAM BANK)
SLOPE MATTING = SC150BN
40-FT. MIN.
SILT FENCE (INSTALL SECOND
1.ROW OF SILT FENCE 4-FT.
LANDWARD OF SINGLE ROW)
I
ORDINARY HIGH
WATER MARK
(OHWM)
POST -CONSTRUCTION STREAM CROSSING SECTION VIEW A -A'
STREAM CROSSING PUMP BY-PASS DETAIL
7. ALL STREAM CROSSINGS SHOULD BE MADE PERPENDICULAR TO THE STREAM TO
THE EXTENT PRACTICAL OR AS SHOWN ON PERMITTED PLANS. INSTALL SILT FENCE
PERPENDICULAR TO THE CONSTRUCTION EASEMENT AT STREAM CROSSINGS.
EXTEND SILT FENCE 20-FT. MINIMUM ON BOTH SIDES OF EDGE OF CONSTRUCTION
EASEMENT OR AS SHOWN ON PLANS.
8. LIMIT THE REMOVAL OF VEGETATION TO THE CONSTRUCTION EASEMENT AREA.
ONLY HAND CLEARING IS ALLOWED ON STREAM BANKS AND WITHIN 10-FT. OF
TOP OF BANK, EXCEPT WITHIN THE TRENCHLINE OR FOR SAFETY PURPOSE.
9. IN GENERAL, AT A MINIMUM ALL STREAM CROSSINGS WILL HAVE A 25-FT. E&SC
BUFFER. THOSE SUBJECT TO NEUSE / TAR- PAMLICO RIPARIAN BUFFER RULES WILL
HAVE A 50-FT. BUFFER. REFER TO PLAN VIEW DRAWINGS FOR APPLICABLE BUFFER
AT EACH STREAM CROSSING.
10. NO GRUBBING OR BELOW -GROUND VEGETATION REMOVAL SHALL OCCUR WITHIN
THE 25-FT. E&SC BUFFER OR 50-FT. RIPARIAN BUFFER. ONLY GRUBBING FOR
TRAVEL LANE, TEMPORARY BRIDGE INSTALLATION, TRENCHLINE EXCAVATION
AND/OR SAFETY CONSIDERATIONS ARE PERMISSIBLE.
11. STREAM CROSSINGS SHOULD BE CONDUCTED "IN THE DRY" DURING LOW FLOW
CONDITIONS. LOCAL WEATHER CONDITIONS SHALL BE MONITORED IN ORDER TO
AVOID ANTICIPATED RAINFALL EVENTS DURING, OR IMMEDIATELY FOLLOWING,
INSTALLATION OF THE PIPE.
POST -CONSTRUCTION STREAM CROSSING NOTES
1. REFER TO AUTHORIZED PERMITS FOR ADDITIONAL LOCAL, STATE, AND FEDERAL BMP
REQUIREMENTS.
2. IN GENERAL, AT A MINIMUM ALL STREAM CROSSINGS WILL HAVE A 25-FT. E&SC BUFFER. THOSE
SUBJECT TO NEUSE / TAR- PAMLICO RIPARIAN BUFFER RULES WILL HAVE A 50-FT. BUFFER. REFER
TO PLAN VIEW DRAWINGS FOR APPLICABLE BUFFER AT EACH STREAM CROSSING.
3. FOLLOWING CONSTRUCTION, ALL STREAM CROSSINGS SHALL BE RESTORED TO ORIGINAL
CONTOURS, TO THE FULLEST EXTENT PRACTICAL.
4. ONCE ORIGINAL STREAM BANK CONTOURS HAVE BEEN RE-ESTABLISHED TO FULLEST EXTENT
PRACTICAL, DISTURBED STREAM BANKS WILL BE STABILIZED WITH RIPARIAN SEED MIX (SEE
RIPARIAN SEED SPECIFICATIONS), AND SHALL BE NORTH AMERICAN GREEN BIONET C700BN OR
ENGINEER APPROVED EQUIVALENT.
5. COIR MATTING SHALL EXTEND FROM 10 FEET LANDWARD OF THE TOP OF BANK DOWNSLOPE
TO THE TOE OF BANK. DO NOT INSTALL MATTING IN STREAM BED. RIPARIAN SEED MIX SHALL
EXTEND FROM 50-FT. LANDWARD OF THE TOP OF BANK DOWNSLOPE TO THE TOE OF BANK.
6. FOLLOWING PIPELINE INSTALLATION, INSTALL COMPOST FILTER SOCKS ALONG TOP OF BANK
AND REINSTALL SILT FENCE PERPENDICULAR TO THE CONSTRUCTION EASEMENT AT STREAM
CROSSINGS.
7. PERMANENT MAINTAINED ACCESS CORRIDORS SHALL BE RESTRICTED TO THE MINIMUM
WIDTH PRACTICAL AND SHALL NOT EXCEED 50-FT. IN WIDTH.
9. SLOPE MATTING SHALL BE NORTH AMERICAN GREEN BIONET SC150BN OR ENGINEER
APPROVED EQUIVALENT.
10. COIR MATTING SHALL BE NORTH AMERICAN GREEN BIONET C700BN OR ENGINEER APPROVED
EQUIVALENT.
POST -CONSTRUCTION STREAM CROSSING MAINTENANCE
1. INSPECT STREAM CROSSING E&SC MEASURES AT LEAST ONCE PER 7 CALENDAR DAYS AND
WITHIN 24 HOURS OF A RAIN EVENT GREATER THAN OR EQUAL TO 1.0-IN. IN 24 HOURS.
2. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
THE NEXT RAIN.
KLE/NFELOER
Bright People. Right Solutions.
NC LICENSE # F-1312
3200 GATEWAY CENTRE BLVD., SUITE 100
MORRISVILLE, NC 27560
PHONE: [phone]
WWW.KLEINFELDER.COM
REVISIONS
REV
A
DESCRIPTION
DSN
CHK
DWN
APP
DATE
60% DESIGN
BLN
KTL
BLN
AGB
11/05/2021
60% DESIGN
NOT FOR CONSTRUCTION
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
1"
IF ITS NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
ORIGINAL DRAWING SIZE IS 22 x 34
DETAILS
DENC EVERETT RD
TRANSYLVANIA COUNTY, NC
Dominion
Energy
DOMINION ENERGY
OVERLAND INDUSTRIAL BLVD
ASHEVILLE, NC 28806
60% DESIGN
PROJECT NO. 20213792.001A
ISSUE DATE
11/05/2021
CURRENT REVISION A
DESIGNED BY BLN
9
DRAWN BY
BLN
CHECKED BY KTL
APPROVED BY AGB
SHEET
9 of 16

Q
0
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w
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co
0
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0 0
2
EXISTING PUBLIC ROAD
VARIES
EXISTING
PUBLIC ROAD
7- A
8 OZ. NON -WOVEN
GEOTEXTILE
r+':rs
D\
0000D\
20-FT.
L-- A'
TEMPORARY CULVERT
(SEE NOTE 4)
CONSTRUCTION ENTRANCE PLAN VIEW
50-FT.
2 TO 3-IN. DIAMETER
WASHED STONE
2 TO 3-IN. DIAMETER
WASHED STONE
BACKFILL MATERIAL
TEMPORARY CULVERT
(15-IN. MIN.)
�c �c-i\i\ivv u u u >--( )-( r-c rc n n "if1
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8 OZ. NON -WOVEN
GEOTEXTILE
CONSTRUCTION ENTRANCE SECTION VIEW
20-FT.
2 TO 3-IN. DIAMETER
WASHED STONE
6-IN. (MIN.)
xxxxxxxx xxxxxxri
8 OZ. NON -WOVEN
GEOTEXTILE
CROSS-SECTION A -A'
TEMPORARY CONSTRUCTION ENTRANCE NOTES
PHASE 1 E&SC
1. DUE TO SITE CONSTRAINTS THE WIDTH AND LENGTH MAY BE ADJUSTED BASED ON
CONDITIONS IN THE FIELD.
2. APPROPRIATE SIGNAGE WILL BE POSTED ALONG THE ROAD TO INFORM THE GENERAL
PUBLIC OF POTENTIAL CONSTRUCTION TRAFFIC PER REQUIREMENTS.
3. STOCKPILE TOPSOIL FROM CONSTRUCTION ENTRANCE INSTALLATION. USE TOPSOIL FOR
BACKFILL AFTER REMOVAL OF CONSTRUCTION ENTRANCE DURING FINAL CLEANUP.
4. THE NEAREST UPSTREAM AND DOWNSTREAM CULVERT DIAMETER(S) WILL BE OBSERVED AT
EACH LOCATION A CONSTRUCTION ENTRANCE IS TO BE INSTALLED WITHIN A ROADSIDE
SWALE/DITCH. DIAMETER OF TEMPORARY CULVERT SHALL BE THE LARGER OF EITHER THE
CULVERT, BUT NO LESS THAN 15-IN. IN DIAMETER. CONTRACTOR SHALL FIELD VERIFY AND
DETERMINE APPROPRIATE CULVERT TO BE USED.
5 INSTALL CHECK DAM IN SWALE/DITCH AT DOWNSTREAM LOCATION OF LIMITS OF
DISTURBANCE.
PHASE 2 E&SC & CONSTRUCTION
6. MAINTAIN CONSTRUCTION ENTRANCE IN ACCORDANCE WITH MAINTENANCE NOTES
BELOW.
PHASE 3 E&SC
7. THE CONSTRUCTION ENTRANCE AND CULVERT (IF PRESENT), WILL BE REMOVED WHEN
CONSTRUCTION ACTIVITIES CEASE ON THE PROJECT. THE REMOVED STONE AND SEDIMENT
FROM THE ENTRANCE WILL BE HAULED OFF -SITE AND DISPOSED OF PROPERLY.
8 UPON REMOVAL OF THE CONSTRUCTION ENTRANCE, THE CONTRACTOR SHALL BRING THE
AREA TO ORIGINAL GRADE AND STABILIZE IT. IF A TEMPORARY CULVERT WAS UTILIZED IN
CONJUNCTION WITH THE CONSTRUCTION ENTRANCE, THE CONTRACTOR SHALL INSTALL
TEMPORARY MATTING AND WATTLES WITHIN ROADSIDE SWALE/DITCH.
9. TEMPORARY MATTING SHALL BE NORTH AMERICAN GREEN BIONET SC150BN OR ENGINEER
APPROVED EQUIVALENT.
10. INSTALL THREE WATTLES IN EACH IMPACTED SWALE/DITCH; UPSTREAM, DOWNSTREAM,
AND MIDDLE OF INTERSECTION OF SWALE/DITCH AND LIMITS OF DISTURBANCE. WATTLES
SHALL BE 12-INCH (NOMINAL) STRAW WATTLE FOR CHANNELS LESS THAN 3 FEET IN DEPTH
AND FOR CHANNELS GREATER THAN 3 FEET IN DEPTH, A 24-INCH WATTLE SHOULD BE USED.
TEMPORARY CONSTRUCTION ENTRANCE MAINTENANCE
1. INSPECT LEAST ONCE PER 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAIN EVENT
GREATER THAN OR EQUAL TO 1.0-IN IN 24 HOURS. INSPECT MORE FREQUENTLY DURING
PERIODS OF HEAVY USE.
2. THE ENTRANCE WILL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO EXISTING ROADWAYS. SEDIMENT TRACKED, SPILLED,
DROPPED OR OTHERWISE DEPOSITED ONTO ROADWAYS WILL BE SWEPT UP AS SOON AS
PRACTICAL AND PLACED BACK WITHIN THE APPROVED DISTURBED AREA.
3. IF EXCESS SEDIMENT HAS CLOGGED THE STONE, THE ENTRANCE WILL BE TOPDRESSED WITH
NEW STONE AS NEEDED. REPLACEMENT OF THE STONE MAY BECOME NECESSARY WHEN
THE STONE BECOMES ENTIRELY FILLED WITH SEDIMENT AND MUD.
1-FT. (MIN.)
1-FT. (MIN.)
GROUND STABILIZATION (DWQ)
SITE AREA STABILIZATION
DESCRIPTION TIME FRAME
PERIMETER DIKES
SWALES, DITCHES,
AND SLOPES
HIGH QUALITY
WATER (HQW)
ZONES
7 DAYS
7 DAYS
SLOPES STEEPER 7 DAYS
THAN 3:1
SLOPES 3:1 OR 14 DAYS
FLATTE R
ALL OTHER AREAS
WITH SLOPES
FLATTER THAN 4:1
14 DAYS
LATE WINTER & EARLY SPRING
Seeding mixture
Species Rate (Ib/acre)
Rye (grain) 120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains)
EXCEPTIONS
NONE
NONE
IF SLOPES ARE 10' OR
LESS IN LENGTH AND ARE
NO STEEPER THAN 2:1,
14 DAYS ARE ALLOWED.
7 DAYS FOR SLOPES
GREATER THAN 50'
IN LENGTH
NONE (EXCEPT
FOR PERIMETERS
AND HQW ZONES)
FALL
SEEDBED PREPARATION:
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF
AVAILABLE.
2. RIP THE ENTIRE AREA TO SIX INCHES DEEP.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND
UNIFORM.
4. APPLY AGRICULTURAL LIME & FERTILIZER UNIFORMLY AND MIX WITH SOIL (*SEE BELOW).
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX
INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK
AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. DO NOT MOW & PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF
POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
*APPLY:
a. AGRICULTURAL LIMESTONE - BASE APPLICATION RATES ON SOILS TESTS. LIME CAN BE OMITTED FOR SOILS WITH A
PH OF 6 OR HIGHER. IF THE PH OF THE SOILS IS NOT KNOW, APPLY AT RATES BELOW:
a.a. COURSE -TEXTURED SOILS: 1 - 1.5 TONS/ACRE
a.b. FINE -TEXTURED SOILS: 2 - 3 TONS/ACRE
b.
c.
d.
FERTILIZER - BASE APPLICATION RATES ON SOIL TESTS. WHEN TESTS ARE NOT POSSIBLE, APPLY A 10-10-10 GRADE
FERTILIZER @ 700-1,000 LBS/ACRE
MULCH - 2 TONS (±80 BALES) STRAW/ACRE
ANCHOR - USE LIQUID ASPHALT @ 400 GALS/ACRE
OR EMULSIFIED ASPHALT @ 300 GALS/ACRE
OR WOOD & PAPER FIBER HYDROMULCHES @ 125-175 LBS/ACRE
OR GUAR AND STARCH BASED TACKIFIERS @ 100-200 LBS/ACRE
OR CRIMPING/PUNCHING W/ BLADES SPACES @ MAXIMUM 8"
Seeding mixture
Species Rate (lb/acre)
Rye (grain) 120
Seeding dates
50 Mountains -Aug. 15 - Dec. 15
Coastal Plain and Piedmont -Aug. 15 - Dec. 30
Omit annual lespedeza when duration of temporary cover is not to
extend beyond June.
Seeding dates
Mountains -Above 2500 feet: Feb. 15 - May 15
Below 2500 feet: Feb. 1- May 1
Piedmont -Jan. 1 - May 1
Coastal Plain -Dec. 1 -Apr. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
Soil amendments
Follow soil tests or apply 2,000 lb/acre ground agricultural limestone
and 1,000 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Repair and refertilize damaged areas immediately. Topdress with 50
lb/acre of nitrogen in March. If it is necessary to extent temporary
cover beyond June 15, overseed with 50 lb/acre Kobe (Piedmont and
Coastal Plain) or Korean (Mountains) lespedeza in late February or
early March.
SUMMER
Seeding mixture
Species
German millet
Rate (Ib/acre)
40
In the Piedmont and Mountains, a small -stemmed Sudangrass may be
substituted at a rate of 50 lb/acre.
Seeding dates
Mountains -May 15 -Aug. 15
Piedmont -May 1 -Aug. 15
Coastal Plain -Apr. 15 -Aug. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
TEMPORARY SEEDING
NTS
SOIL PREPARATION:
1. PREPARATION FOR PRIMARY/PERMANENT STABILIZATION SHALL NOT BEGIN UNTIL ALL CONSTRUCTION AND UTILITY WORK WITHIN THE
PREPARATION AREA IS COMPLETE. HOWEVER, IT MAY BE NECESSARY TO PREPARE FOR NURSE CROPS PRIOR TO COMPLETION OF
CONSTRUCTION AND INSTALLATION OF UTILITIES.
2. A NORTH CAROLINA DEPARTMENT OF AGRICULTURE SOILS TEST (OR EQUAL) SHALL BE OBTAINED FOR ALL AREAS TO BE SEEDED,
SPRIGGED, SODDED OR PLANTED. RECOMMENDED FERTILIZER AND PH ADJUSTING PRODUCTS SHALL BE INCORPORATED INTO THE
PREPARED AREAS AND BACKFILL MATERIAL PER THE TEST.
3. ALL AREAS TO BE SEEDED OR PLANTED SHALL BE TILLED OR RIPPED TO A DEPTH BASED ON PLANTING METHODS LISTED BELOW. RIPPING
CONSISTS OF CREATING FISSURES IN A CRISS-CROSS PATTERN OVER THE ENTIRE SURFACE AREA, UTILIZING AN IMPLEMENT THAT WILL NOT
GLAZE THE SIDE WALLS OF THE FISSURES. SITE PREPARATION THAT DOES NOT COMPLY WITH THESE REQUIREMENTS SHALL NOT BE
ACCEPTABLE. THE DEPTH OF SOIL PREPARATION MAY BE ESTABLISHED AS A RANGE BASED ON THE APPROVAL OF THE REVIEWING STATE
OR LOCAL AGENCY. ONCE TILLED OR RIPPED, ALL AREAS ARE TO BE RETURNED TO THE APPROVED FINAL GRADE. PH MODIFIERS AND/OR
OTHER SOIL AMENDMENTS SPECIFIED IN THE SOIL TESTS CAN BE ADDED DURING THE SOIL PREPARATION PROCEDURE OR AS DESCRIBED
BELOW.
4. ALL STONES LARGER THAN THREE (3) INCHES ON ANY SIDE, STICKS, ROOTS, AND OTHER EXTRANEOUS MATERIALS THAT SURFACE DURING
THE BED PREPARATION SHALL BE REMOVED.
AREAS TO BE SEEDED:
TILL OR DISC THE PREPARED AREAS TO BE SEEDED TO A MINIMUM DEPTH OF FOUR (4) INCHES. REMOVE STONES LARGER THAN THREE (3)
INCHES ON ANY SIDE, STICKS, ROOTS AND OTHER EXTRANEOUS MATERIALS THAT SURFACE. IF NOT INCORPORATED DURING THE SOIL
PREPARATION PROCESS, ADD PH MODIFIER AND FERTILIZERS AT THE RATE SPECIFIED IN THE SOIL TEST REPORT.
RE -COMPACT THE AREA UTILIZING A CULTIPACKER ROLLER. THE FINISHED GRADE SHALL BE A SMOOTH EVEN SOIL SURFACE WITH A LOOSE,
UNIFORMLY FINE TEXTURE. ALL RIDGES AND DEPRESSIONS SHALL BE REMOVED AND FILLED TO PROVIDE THE APPROVED SURFACE
DRAINAGE. SEEDING OF GRADED AREAS IS TO BE DONE IMMEDIATELY AFTER FINISHED GRADES ARE OBTAINED AND SEEDBED PREPARATION
IS COMPLETED.
AREAS TO BE SPRIGGED, SODDED AND/OR PLANTED:
AT THE TIME OF PLANTING TILL OR DISC THE PREPARED AREAS TO A DEPTH OF FOUR (4) TO SIX (6) INCHES BELOW THE APPROVED FINISHED
GRADE. REMOVE ALL STONES LARGER THAN THREE (3) INCHES ON ANY SIDE, STICKS, ROOTS AND OTHER EXTRANEOUS MATERIALS THAT
SURFACE. IF NOT INCORPORATED IN THE RIPPING PROCESS, ADD PH MODIFIER, FERTILIZER, AND OTHER RECOMMENDED SOIL
AMENDMENTS.
RE -COMPACT THE AREA UTILIZING A CULTIPACKER ROLLER AND PREPARE FINAL GRADES AS DESCRIBED ABOVE. INSTALL SPRIGS, SOD AND
PLANTS AS DIRECTED IMMEDIATELY AFTER FINE GRADING IS COMPLETE. MULCH, MAT AND/OR TACK AS SPECIFIED.
PLANTING:
• PREPARE THE SEED BED AS DESCRIBED ABOVE IN SOIL PREPARATION.
• APPLY SEED AT RATES SPECIFIED IN THIS DETAIL, AND/OR AS RECOMMENDED IN TABLES 6.11A-D OF THE NCDEQ EROSION AND
SEDIMENT CONTROL MANUAL, WITH A CYCLONE SEEDER, PROP TYPE SPREADER, DRILL, OR HYDROSEEDER ON AND/OR INTO THE
PREPARED BED. INCORPORATE THE SEED INTO THE SEED BED AS SPECIFIED.
• PROVIDE FINISHED GRADES AS SPECIFIED ON THE PLANS AND CAREFULLY CULTI-PACK THE SEEDBED AS TERRAIN ALLOWS.
• MULCH IMMEDIATELY.
PRIMARY STABILIZATION SEED RECOMMENDATIONS
SPECIES
COMMON NAME
BROADCAST SEEDING
RATES (LBS/ACRE)
OPTIMAL
PLANTING DATES
EREMOCHLOA OPHIURIODES
CENTIPEDE GRASS
5
9/1 - 5/1
SCHEDONORUS PHOENIX
(FESTUCA ARUNDINACEA)
KY 31 FESCUE
100
9/30 - 3/15
CYNODON DACTYLON
BERMUDA GRASS
25
4/15 - 6/30
PRIMARY PERMANENT VEGETATION REQUIREMENTS:
SOIL AMENDMENTS
FOLLOW SOIL TEST RECOMMENDATION OR APPLY 75 LB OF GROUND LIMESTONE PER 1,000 SQ. FT. FOR ALL GRASSES EXCEPT
CENTIPEDEGRASS.
FERTILIZER AND LIME RATES
TO BE DETERMINED BY SOIL TEST
MULCH
MUST COVER A MINIMUM OF EIGHTY (80) PERCENT OF THE SOIL SURFACE AND MUST BE SECURED BY A TACKING AGENT, CRIMPING, OR
PROTECTIVE BIODEGRADABLE NETTING BASED ON THE MULCH RECOMMENDATIONS.
MAINTENANCE
IMPLEMENT A CONTAINMENT PLAN IF NECESSARY. REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
�03
PERMANENT SEEDING
10
NTS
NOTE:
PERMANENT GROUNDCOVER SHALL BE ESTABLISHED IN 15 WORKING
DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER. HOWEVER,
NPDES GROUNDCOVER REQUIREMENTS TAKE PRECEDENCE.
6-IN.
12-IN.
6-IN.
START ANCHOR
TRENCH (SEE NOTE 2)
EDGE ANCHOR
TRENCH (SEE NOTE
5)
6-IN.
n
END OVERLAP
SEAM (SEE NOTE I
4 TO 6-IN. 4) I
4-IN.
4-IN.
STAPLES
(SEE NOTE
7)
ROLL
DIRECTIO
SEE NOTE
�J
6-IN.
t
END ANCHOR
TRENCH (SEE NOTE
8)
2 TO 5-IN. 2 TO 5-IN.
} 2-FT.
4-FT.0 0 TO 0 0
r �
O 0 0 0 O
O 0 0 0 0
O O O O O
O O O
1.6-FT.
3.3-FT.
MEDIUM FLOW CHANNEL
STAPLE PATTERN
3.4 STAPLES PER SQ.YD.
2 TO 5-IN.
J
SIDE OVERLAP
SEAM (SEE NOTE
6)
SOIL PREPARATION
(SEE NOTE 1)
TEMPORARY MATTING
ROADSIDE DITCHES =
SC150BN
CHANNELS = SC150BN
(SEE NOTE 11)
2 TO 5-IN. 2 TO 5-IN.
o�l�
P 2-FT. �� 0.8-FT.
4-FT.O O �O O O
LOb O O CIO
O 0 0 0 1- 3.3-FT.
0.8-FT. 0 0 0 0 c 0
11-
O O O
HIGH FLOW CHANNEL
STAPLE PATTERN
3.75 STAPLES PER SQ.YD.
CHANNEL MATTING NOTES
1. PREPARE SOIL BEFORE INSTALLING
ROLLED EROSION CONTROL PRODUCTS
(RECPS), INCLUDING ANY NECESSARY
APPLICATION OF LIME, FERTILIZER, AND
SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY
ANCHORING THE RECPS IN A 6-INCH
DEEP BY 6-IN. WIDE TRENCH WITH
APPROXIMATELY 12-IN. OF RECPS
EXTENDED BEYOND THE UP -SLOPE
PORTION OF THE TRENCH. USE
SHOREMAX MAT AT THE
CHANNEL/CULVERT OUTLET AS
SUPPLEMENTAL SCOUR PROTECTION AS
NEEDED. ANCHOR THE RECPS WITH A
ROW OF STAPLES/STAKES
APPROXIMATELY 12-IN. APART IN THE
BOTTOM OF THE TRENCH. BACKFILL AND
COMPACT THE TRENCH AFTER STAPLING.
APPLY SEED TO THE COMPACTED SOIL
AND FOLD THE REMAINING 12-IN.
PORTION OF RECPS BACK OVER THE SEED
AND COMPACTED SOIL. SECURE RECPS
OVER COMPACTED SOIL WITH A ROW
OF STAPLES/STAKES SPACED
APPROXIMATELY 12-IN. APART ACROSS
THE WIDTH OF THE RECPS.
3. ROLL CENTER RECPS IN DIRECTION OF
WATER FLOW IN BOTTOM OF CHANNEL.
RECPS WILL UNROLL WITH APPROPRIATE
SIDE AGAINST THE SOIL SURFACE. ALL
RECPS MUST BE SECURELY FASTENED TO
SOIL SURFACE BY PLACING
STAPLES/STAKES IN APPROPRIATE
LOCATIONS AS SHOWN IN THE STAPLE 11.
PATTERN GUIDE.
4. PLACE CONSECUTIVE RECPS
END -OVER -END (SHINGLE STYLE) WITH A
4 TO 6-IN. OVERLAP. USE A DOUBLE ROW
OF STAPLES STAGGERED 4-IN. APART
AND 4-INCH ON CENTER TO SECURE
RECPS.
5. FULL LENGTH EDGE OF RECPS AT TOP OF
SIDE SLOPES MUST BE ANCHORED WITH
A ROW OF STAPLES/STAKES
APPROXIMATELY 12-IN. APART IN A 6-IN.
DEEP X 6-IN. WIDE TRENCH. BACKFILL
AND COMPACT THE TRENCH AFTER
STAPLING.
6. ADJACENT RECPS MUST BE OVERLAPPED
APPROXIMATELY 2 TO 5-IN. (DEPENDING
ON RECPS TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS
A STAPLE CHECK SLOT IS RECOMMENDED
AT 30 TO 40-FT. INTERVALS. USE A
DOUBLE ROW OF STAPLES STAGGERED
4-IN. APART AND 4-IN. ON CENTER OVER
ENTIRE WIDTH OF THE CHANNEL.
8. THE TERMINAL END OF THE RECPS MUST
BE ANCHORED WITH A ROW OF
STAPLES/STAKES APPROXIMATELY 12-IN.
APART IN A 6-IN. DEEP BY 6-IN. WIDE
TRENCH. BACKFILL AND COMPACT THE
TRENCH AFTER STAPLING.
9. HORIZONTAL STAPLE SPACING SHOULD
BE ALTERED IF NECESSARY TO ALLOW
STAPLES TO SECURE THE CRITICAL POINTS
ALONG THE CHANNEL SURFACE.
10. IN LOOSE SOIL CONDITIONS, THE USE OF
STAPLE OR STAKE LENGTHS GREATER
THAN 6-IN. MAY BE NECESSARY TO
PROPERLY SECURE THE RECP'S.
TEMPORARY MATTING SHALL BE NORTH
AMERICAN GREEN BIONET SC150BN OR
ENGINEER APPROVED EQUIVALENT.
CHANNEL MATTING MAINTENANCE
1. INSPECT AT LEAST ONCE PER 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAIN EVENT
GREATER THAN OR EQUAL TO 1.0-IN. IN 24 HOURS.
2. MAKE ANY NECESSARY REPAIRS IMMEDIATELY.
3. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR
BENEATH THE RECP.
4. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND
SHALL BE REPAIRED AND STAPLED.
5. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED
AND THE ERODED AREA PROTECTED.
6. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
KLE/NFELOER
Bright People. Right Solutions.
NC LICENSE # F-1312
3200 GATEWAY CENTRE BLVD., SUITE 100
MORRISVILLE, NC 27560
PHONE: [phone]
WWW.KLEINFELDER.COM
REVISIONS
REV
DESCRIPTION
DSN
CHK
DWN
APP
DATE
A
60% DESIGN
BLN
KTL
BLN
AGB
11/05/2021
60% DESIGN
NOT FOR CONSTRUCTION
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
1"
IF ITS NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
ORIGINAL DRAWING SIZE IS 22 x 34
DETAILS
DENC EVERETT RD
TRANSYLVANIA COUNTY, NC
Dominion
Energy
DOMINION ENERGY
OVERLAND INDUSTRIAL BLVD
ASHEVILLE, NC 28806
60% DESIGN
PROJECT NO. 20213792.001A
ISSUE DATE
11/05/2021
CURRENT REVISION A
DESIGNED BY BLN
10
CAD FILE:
STANDARD CONSTRUCTION ENTRANCE
NTS
CHANNEL MATTING INSTALLATION
NTS
REF: DETAIL BASED ON NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, CHAPTERS 6 REVISED, MAY 2013 AND NORTH AMERICAN GREEN INSTALLATION DETAIL.
DRAWN BY
BLN
CHECKED BY KTL
APPROVED BY AGB
SHEET
10 of 16

6-FT. MAXIMUM
PLOTTED: 5/11/2022 1:03 PM BY: joseph to
5-FT. SELF FASTENER
ANGLE STEEL POST
(1.25 LB / LINEAR FT.)
HARDWARE CLOTH
(SEE NOTE 6)
1-FT. MIN.
OVERLAP
2-FT.
v
v
v v
24-IN. COMPOST FILTER SOCK
(SEE NOTE 1)
SILT FENCE OUTLET SECTION VIEW
8-FT.
5-FT. SELF FASTENER ANGLE STEEL POST
(1.25 LB / LINEAR FT.)
HARDWARE CLOTH
(SEE NOTE 6)
FLOW
STAKE
(SEE NOTE 4)
A'
FT.
WOOD MULCH
(SEE NOTE 9)
WOOD MULCH
(SEE NOTE 9)
WOOD MULCH
(SEE NOTE 9)
SILT FENCE
PLASTIC OR WIRE TIE (TYP.)
(MIN. 50-LB. TENSILE
STRENGTH)
24-IN. COMPOST FILTER SOCK
(SEE NOTE 1)
12-IN. STRAW WATTLE
(SEE NOTE 3)
5-FT. SELF FASTENER ANGLE STEEL POST
(1.25 LB / LINEAR FT.)
HARDWARE CLOTH
(SEE NOTE 6)
24-IN. COMPOST FILTER SOCK
(SEE NOTE 1)
SEDIMENT PIT
(SEE NOTE 10)
SILT FENCE OUTLET PLAN -VIEW
f
2-FT.
12-IN. STRAW WATTLE
(SEE NOTE 3)
FLOW
CROSS-SECTION A -A'
SILT FENCE OUTLET MAINTENANCE
1. INSPECT AT LEAST ONCE PER 7 CALENDAR DAYS AND
WITHIN 24 HOURS OF A RAIN EVENT GREATER THAN
OR EQUAL TO 1.0-IN. IN 24 HOURS.
2. MAKE ANY NECESSARY REPAIRS IMMEDIATELY.
3. REPLACE STRAW WATTLES AT SEDIMENT PITS AS
NECESSARY.
4. REMOVE ACCUMULATED SEDIMENT AND ANY DEBRIS.
THE COMPOST SOCK MUST BE REPLACED IF CLOGGED
OR TORN. RE -INSTALL COIR FIBER BAFFLE.
5. IF PONDING BECOMES EXCESSIVE, REPLACE COMPOST
FILTER SOCK.
6. IF UNDERMINED OR DISLODGED, REINSTALL
COMPOST FILTER SOCK.
7. THE COMPOST SOCK SHALL BE INSPECTED UNTIL
LAND DISTURBANCE IS COMPLETE AND THE AREA
ABOVE THE MEASURE HAS BEEN PERMANENTLY
STABILIZED.
8. SHOULD THE SILT FENCE ADJACENT TO THE OUTLET
COLLAPSE, TEAR, OR BECOME INEFFECTIVE, REPAIR OR
REPLACE IT PROMPTLY.
9. REMOVE ALL FENCING AND OUTLET MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS AND BRING THE
AREA TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
10. REMOVE SEDIMENT ACCUMULATED WITHIN THE
SEDIMENT PIT AS NEEDED TO MAINTAIN ADEQUATE
STORAGE.
SILT FENCE OUTLET NOTES
1. USE 24-INCH FILTREXX® COMPOST FILTER
SOCK OR ENGINEER APPROVED EQUIVALENT.
FILTER SOCKS SHALL BE A MINIMUM OF 8-FT.
IN LENGTH. MINIMUM OF 19-IN. HEIGHT OF
COMPOST FILTER SOCK AFTER
INSTALLATION.
2. STRAW WATTLES ARE NOT TO BE USED IN
PLACE OF COMPOST FILTER SOCK OR STONE.
3. IF NECESSARY, INSTALL MINIMUM 12-IN.
STRAW WATTLE, OR ENGINEER APPROVED
EQUIVALENT, IN FRONT OF SEDIMENT PIT
USE 2-IN. BY 2-IN. HARD WOODEN STAKES
TO ANCHOR IN PLACE WITH A MAXIMUM
2-FT. SPACING.
4. 5-FT. SELF FASTENER ANGLE STEEL POST OR
2-IN. BY 2-IN. HARD WOODEN STAKES SHALL
BE INSTALLED THROUGH THE MIDDLE OF
THE COMPOST FILTER SOCK. SPACE STAKES
A MAXIMUM OF 2-FT. DRIVE THE HARD
WOODEN STAKE TO A MINIMUM OF 1-FT.
INTO THE GROUND LEAVING A MINIMUM OF
3-IN. PROTRUDING ABOVE THE COMPOST
FILTER SOCK.
5. INSTALL MINIMUM OF 1-FT. OVERLAP OF
SILT FENCE, COMPOST FILTER SOCK, AND
HARDWARE CLOTH.
6. USE HARDWARE CLOTH WITH A MINIMUM
19 GAUGE WITH MAXIMUM 1/4-IN. MESH
OPENINGS.
7. SILT FENCE OUTLET LOCATIONS MAY VARY
FROM THE APPROVED PLANS AS DIRECTED
BY THE ENVIRONMENTAL INSPECTOR OR
OWNER'S REPRESENTATIVE, BASED UPON
FIELD CONDITIONS.
8. SILT FENCE OUTLETS SHOULD BE INSTALLED
AT POINTS OF CONCENTRATED FLOW AND
LOW POINTS. IF WATER IS POOLING BEHIND
INSTALLED SILT FENCE AN ADDITIONAL SILT
FENCE OUTLET MAY NEED TO BE INSTALLED.
9. APPLY WOOD MULCH OR COMPOST TO 1
HEIGHT OF COMPOST FILTER SOCK.
10. THE CONTRACTOR SHALL EXCAVATE A
SMALL SEDIMENT PIT (4-FT. BY 2-FT. BY 2-FT.)
AT 2-FT. MINIMUM FROM AND ADJACENT
TO THE UPSTREAM SIDE OF SILT FENCE
OUTLET TO INCREASE THE AMOUNT OF
SEDIMENT STORAGE.
11. THE CONTRACTOR SHALL INSTALL A 12-IN.
STRAW WATTLE ON TOP OF THE COMPOST
FILTER SOCK AS DIRECTED BY THE
ENVIRONMENTAL INSPECTOR OR OWNER'S
REPRESENTATIVE, BASED UPON FIELD
CONDITIONS.
12. INSTALL AN ENERGY DISSIPATOR ON THE
DOWNSTREAM SIDE OF THE SILT FENCE
OUTLET, AS DIRECTED BY THE
ENVIRONMENTAL INSPECTOR OR OWNER'S
REPRESENTATIVE, BASED UPON FIELD
CONDITIONS.
SILT FENCE OUTLET
NTS
1
1
7
COFFER DAM
SECTION VIEW
7
CROSS-SECTION A -A'
COFFER DAM NOTES
1. CONSTRUCT TEMPORARY COFFER DAMS WITHIN EDGES OF CONSTRUCTION EASEMENT. CONSTRUCT DAMS USING SANDBAGS COVERED WITH CLEAN 30 MIL HDPE LINER OR CLEAN STEEL PLATE
DRIVEN INTO THE STREAM BANKS AND STREAM BED. USE SANDBAGS TO SHORE STEEL PLATE IF NEEDED.
2. THE HEIGHT OF THE COFFER (HC) DAM SHALL BE CALCULATED USING BOTH OF THE FOLLOWING METHODS.
A. HC = HB/4 + 1-FT. (HB = HEIGHT OF STREAM BANK IN FEET) WITH A 2-FT. MINIMUM DAM HEIGHT
B. HC = BASE FLOW + 1-FT. (BASE FLOW TO BE IDENTIFIED IN THE FIELD PRIOR TO CONSTRUCTION)
THE GREATER OF THE TWO RESULTING HEIGHTS SHALL BE USED FOR THE COFFER DAM. ADDITIONAL HEIGHT MAY BE REQUIRED BASED ON FLOW CONDITIONS AT THE TIME OF CONSTRUCTION.
3. CONTRACTOR SHALL ENSURE TIGHT SEAL OF SANDBAG COFFER DAM.
4. SAND BAGS SHOULD BE PLACED ALONG THE EDGES OF THE COFFER DAM TO KEEP WATER FROM CUTTING AROUND THE COFFER DAM.
(-02 1 COFFER DAM
NTS
11
ROLLMAXTM
ROLLED EROSION CONTROL
Specification Sheet - BioNet° C700BNT" Erosion Control Blanket
DESCRIPTION
The long-term double -net Erosion Control Blanket (ECB) shall be
a 100% biodegradable, machine -produced mat fabricated in the
U.S.A. of coconut (coir) fiber with a functional longevity of greater
than 36 months and permissible shear stress exceeding 2.25 psf.
(NOTE: Functional longevity may vary depending upon climatic
conditions, soil, geographical location, and elevation.) The blanket
shall be of consistent thickness with the coconut fiber evenly
distributed over the entire area of the mat. The blanket shall be
covered on the top side with a 60 x 50 woven coir fiber netting
with mesh openings not to exceed .75 in. x .75 in. (1.90 x 1.90 cm).
The blanket shall be covered on the bottom side with 100%
biodegradable woven natural fiber jute netting. The jute netting
shall form an approximate 0.50 in. x 1.0 in. (1.27 x 2.54 cm) mesh.
The blanket shall be sewn together on 1.50 in. (3.81 cm) centers
with degradable thread.
The C700BN shall meet Type 4 specification requirements
established by the Erosion Control Technology Council (ECTC) and
Federal Highway Administration's (FHWA) FP-03 Section 773.17
Material Content
Matrix
Netting
Thread Biodegradable
P
Width
Length
Weight ± 10%
Area
100% Coconut Fiber
0.5 lb/sy
(270 g/sm)
100% biodegradable 60 x 50 coir netting 1(70043 Ib/1000 g/sm) sf
7.7 Ib/1000 sf
(37.6 g/sm)
100% biodegradable jute netting
Standard Roll Sizes
8.0 ft (2.4 m)
45 ft (13.7 m)
74.4 Ibs (33.75 kg)
40 sy (33.45 sm)
Index Property Test Method Typical
Thickness
Water Absorbency
Mass/Unit Area
Swell
Lignin Content
Light Penetration
Tensile Strength - MD
Elongation - MD
Tensile Strength - TO
Elongation - TO
ASTM D6525
ASTM D1117
ASTM 6475
ECTC Guidelines
TAPPI TM222
ASTM D6567
ASTM D6818
ASTM D6818
ASTM D6818
ASTM D6818
0.56 in.
(14.2 mm)
186.8%
26.61 oz/sy
(903 g/sm)
35%
32.8%
14.9%
1271 Ibs/ft
(18.84 kN/m)
38.7%
834 Ibs/ft
(12.34 kN/m)
41.4%
Maximum Permissible Shear Stress
Unvegetated Shear Stress 2.35 psf (112 Pa)
Unvegetated Velocity 10 fps (3.05 m/s)
Slope Design Data: C Factors
Slope Length (L)
<_ 6 m (20 ft)
20-50 ft
2 15.2 m (50 ft)
3:1
0.0001
0.003
0.007
Slope Gradients (5)
3:1-2.1
0.018
0.040
0.070
2 2:1
0.050
0.060
0.070
Roughness Coefficients - Unvegetated
Flow Depth
<_ 0.15 m (0.50 ft)
0.50-2.0 ft
2 0.60 m (2.0 ft)
Manning's n
0.022
0.022-0.014
0.014
NORTH
AMERICAN
GREEN
North American Green
5401 St. Wendel-Cynthiana Road
Poseyville, Indiana 47633
nagreen.com
800-772-2040
©2017, North American Green is a registered trademark. Certain products and/or applications
described or illustrated herein are protected under one or more U.S. patents. Other U.S.
patents are pending, and certain foreign patents and patent applications may also exist.
Trademark rights also apply as indicated herein. Final determination of the suitability of any
information or material for the use contemplated, and its manner of use. is the sole
responsibility of the user. Printed in the U.S.A.
EC_RMX_M PD S_C700 BN_10.16
NORTH AMERICAN GREEN C700BN EROSION CONTROL BLANKET
(OR APPROVED EQUIVALENT)
NTS
FCLLMAXTM
P.CLLE "; EROSION CCNTP.CL
Specification Sheet
BioNet® SC150BNTM Erosion Control B
DESCRIPTION
The extended -term double net erosion control blanket shall be a
machine -produced mat of 70% agricultural straw and 30% coconut
fiber with a functional longevity of up to 18 months. (NOTE: functional Resiliency
longevity may vary depending upon climatic conditions, soil, geograph- Water Absorbency
ical location, and elevation). The blanket shall be of consistent
thickness with the straw and coconut evenly distributed over the
entire area of the mat. The blanket shall be covered on the top and
bottom sides with a 100% biodegradable woven natural organic fiber
netting. The netting shall consist of machine directional strands
formed from two intertwined yarns with cross directional strands
interwoven through the twisted machine strands (commonly referred
to as Leno weave) to form an approximate 0.50 x 1.0 in. (1.27 x 2.54
cm) mesh. The blanket shall be sewn together on 1.50 inch (3.81 cm)
centers with degradable thread. The blanket shall be manufactured
with a colored thread stitched along both outer edges (approximately
2-5 inches [5-12.5 cm] from the edge) as an overlap guide for adjacent
mats.
Index Property Test Method Typical
The SC150BN shall meet Type 3.B specification requirements estab-
lished by the Erosion Control Technology Council (ECTC) and Federal
Highway Administration's (FHWA) FP-03 Section 713.17
Material Content
Matrix
Netting
Thread
Width
Length
Area
70% Straw Fiber
30% Coconut Fiber
Top: Leno woven 100%
biodegradable jute
Bottom: 100% biodegradable
organic jute
Biodegradable
0.35 Ibs/sq yd
(0.19 kg/sm)
0.15 Ibs/sq yd (0.08
kg/sm)
9.35 Ib/1000 sq ft
(4.5 kg/100 sm)
7.7 Ib/1000 sq ft
(3.76 kg/100 sm)
Standard Roll Sizes
8.0 ft (2.4 m) 16 ft (4.87 m)
112 ft (34.14 m) 112 ft (34.14 m)
Weight± 10% 52.22 Ibs (23.69 kg) 65.28 Ibs (29.6 kg) 130.5 Ibs (59.2 kg)
6.67 ft (2.03 m)
108 ft (32.92 m)
80 sq yd (66.9 sm)
Leno weave
top only
100 sq yd
(83.61 sm)
Leno top and
bottom
200 sq yd
(167.22 sm)
Leno top and
bottom
Thickness
Mass/Unit Area
Swell
Smolder Resistance
Stiffness
Light Penetration
Tensile Strength - MD
Elongation - MD
Tensile Strength - TD
Elongation - TD
Biomass Improvement
ASTM D6525
ECTC Guidelines
ASTM D1117
ASTM D6475
ECTC Guidelines
ECTC Guidelines
ASTM D1388
ASTM D6567
ASTM D6818
ASTM D6818
ASTM D6818
ASTM D6818
ASTM D7322
0.25 in.
(6.35 mm)
86%
311%
8.32 oz/sy
(282.9 g/sm)
46%
Yes
0.42 oz-in
7.6%
201.6 Ibs/ft
(2.99 kN/m)
13.4%
164.4 Ibs/ft
(2.44 kN/m)
14.2%
641 %
Design Permissible Shear Stress
Unvegetated Shear Stress
Unvegetated Velocity
2.10 psf (100 Pa)
8.00 fps (2.44 m/s)
Slope Design Data: C Factors
Slope Length (L)
20 ft (6 m)
20-50 ft
>-50ft(15.2m)
3:1
0.001
0.051
0.10
Slope Gradients (S)
3:1 -2:1
0.029
0.055
0.080
>- 2:1
0.063
0.092
0.120
Roughness Coefficients - Unveg.
Flow Depth
0.50 ft (0.15 m)
0.50 - 2.0 ft
>-2.0ft(0.60m)
Manning's n
0.050
0.050-0.018
0.018
NORTH
AMERICA
GREEN'
Western Green
4609 E. Boonville -New Harmony Rd
Evansville, IN 47725
nagreen.com
800-772-2040
©2019, North American Green is a registered trademark from Western Green. Certain
products and/or applications described or illustrated herein are protected under one or more
U.S. patents. Other U.S. patents are pending, and certain foreign patents and patent
applications may also exist.Trademark rights also apply as indicated herein. Final
determination of the suitability of any information or material for the use contemplated, and
its manner of use, is the sole responsibility of the user. Printed in the U.S.A.
EC_RMX_MPDS_SC150BN_1. 19
NORTH AMERICAN GREEN SC150 BN EROSION CONTROL
BLANKET (OR APPROVED EQUIVALENT)
NTS
KLE/NFELOER
Bright People. Right Solutions.
NC LICENSE # F-1312
3200 GATEWAY CENTRE BLVD., SUITE 100
MORRISVILLE, NC 27560
PHONE: [phone]
WWW.KLEINFELDER.COM
REVISIONS
REV
A
B
DESCRIPTION
DSN
CHK
DWN
APP
DATE
60% DESIGN
BLN
KTL
BLN
AGB
11/05/2021
DENC COMMENTS
JL
JL
KTL
2/15/2022
60% DESIGN
NOT FOR CONSTRUCTION
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
1"
IF ITS NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
ORIGINAL DRAWING SIZE IS 22 x 34
DETAILS
DENC EVERETT RD
TRANSYLVANIA COUNTY, NC
Dominion
Energy
DOMINION ENERGY
OVERLAND INDUSTRIAL BLVD
ASHEVILLE, NC 28806
60% DESIGN
PROJECT NO. 20213792.001A
ISSUE DATE
11/05/2021
CURRENT REVISION B
DESIGNED BY
JL
DRAWN BY
JL
11
CHECKED BY
KTL
APPROVED BY
SHEET 11 of 16

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t
d
0
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O
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0
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0
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F-
0
0
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1-
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1-
0
1-
w
w
rn
J
1-
w
O
O
t
w
0
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w
0
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co
co
O
0
E
0
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p2
0
0
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01
0
U
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0
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SLOPE MATTING NOTES
GENERAL NOTES
1. IMPERMEABLE BARRIER MATERIAL APPROVED DOMINION ENERGY PRIOR TO USE.
2. CONTRACTOR MAY REQUEST USE OFF PROPRIETARY/REUSABLE (L-BRACKET OR OTHER)
SECONDARY CONTAINMENT SYSTEM THAT IS CLEAN, FREE OF CONTAMINATION, AND HAS BEEN
KL E/NFEL DER
12-IN.
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL
PRODUCTS (RECPS), INCLUDING ANY NECESSARY APPLICATION OF
LIME, FERTILIZER, AND SEED.
Bright People. Right Solutions.�
NC LICENSE # F-1312
APPROVED BY THE OWNER'S DESIGNATED ENVIRONMENTAL REPRESENTATIVE PRIOR TO USE.
IMPERMEABLE 3. OVERNIGHT EQUIPMENT PARKING SECONDARY CONTAINMENT SHALL BE LOCATED 100-FT.OR
BARRIER MATERIAL GREATER FROM A STREAM, SURFACE WATER, OR WETLAND BOUNDARY.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECPS IN A
��
6 IN. DEEP X 6 IN. WIDE TRENCH WITH APPROXIMATELY 12 IN. OF
4. THE OVERNIGHT EQUIPMENT PARKING AREA IS TO BE SIZED SO THAT THE IMPERMEABLE BARRIER
\ CAN BE SAFELY INSTALLED WITHIN THE LIMITS OF DISTURBANCE TO CAPTURE POTENTIAL LEAKS
6-IN.
RECPS EXTENDED BEYOND THE UP -SLOPE PORTION OF THE
2 TO 5 IN.
3200 GATEWAY CENTRE BLVD., SUITE 100
MORRISVILLE, NC 27560
919-755-5011
WW
6 IN.
TRENCH. ANCHOR THE RECPS WITH A ROW OF STAPLES/STAKES
XIMATELY IN THEOFTER TTOM THET
= n
1 (
C JV VV
FROM EQUIPMENT.
5. PREPARE A SAFE AREA CLEAR OF ROCK, ROOTS, AND OTHER DEBRIS THAT MAY CAUSE HOLES,
TEARS, PUNCTURES, OR OTHER POINTS OF DISCHARGE TO DEVELOP WHEN THE IMPERMEABLE
_
BACKFOILL AND COMPACTTHE TRENCH APART
STAOPLI NG APPLY
SEED TO THE COMPACTED SOIL AND FOLD THE REMAINING 12 IN.W.KLEINFELDER.COM
BARRIER IS PLACED.PHONE:
6. PLACE IMPERMEABLE BARRIER ON THE PREPARED SURFACE, MINIMIZING UNNECESSARY FOLDS
AND WRINKLES AS PRACTICAL.
PROFILE VIEW 7. INSTALL IMPERMEABLE BARRIER AS TO AVOID ANY SEAMS. IF SEAMS CANNOT BE AVOIDED,
START ANCHOR TRENCH
SIDE
I I
OVERLAP
I
I
SEAM
(SEE NOTE 2)
,`
PORTION OF RECPS BACK OVER THE SEED AND COMPACTED SOIL.
SECURE RECPS OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12 IN. APART ACROSS
THE WIDTH OF THE RECPS.
INSTALL IMPERMEABLE BARRIER END -OVER -END (SHINGLE STYLE) WITH A MINIMUM 12-IN.
OVERLAP TOWARDS THE DOWN GRADIENT PORTION OF THE PARKING AREA.
TEMPORARY MATTING
SLOPES = SC150BN
(SEE NOTE
(SEE NOTE 4)
TOP OF SLOPE
O♦��
7)
-,4'
�7QF
END OVERLAP SEAM
3. ROLL THE RECPS DOWN OR HORIZONTALLY ACROSS THE SLOPE
BASED ON ENVIRONMENT INSPECTOR. RECPS WILL UNROLL WITH
APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECPS MUST
BE SECURELY FASTENED TO SOIL SURFACE BY PLACING
STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE
STAPLE PATTERN GUIDE.
4. THE EDGES OF PARALLEL RECPS MUST BE STAPLED WITH
APPROXIMATELY 2 TO 5-IN. OVERLAP DEPENDING ON THE RECPS
TYPE.
5. CONSECUTIVE RECPS SPLICED DOWN THE SLOPE MUST BE END
OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3 IN.
OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY
12-IN. APART ACROSS ENTIRE RECPS WIDTH.
8. SETUP EQUIPMENT ON TOP OF IMPERMEABLE BARRIER IN SUCH A WAY AS TO MINIMIZE THE
IMPERMEABLE
BARRIER MATERIAL ('rr
1 1`
POTENTIAL FOR HOLES, TEARS, PUNCTURES, OR OTHER POINTS OF DISCHARGE TO DEVELOP
DURING PLACEMENT.
9. CONTRACTOR TO ENSURE THERE IS ADEQUATE IMPERMEABLE BARRIER MATERIAL TO WRAP OR
OVERHANG TO SECURE IT TO THE EQUIPMENT.
* Excavator shown as an example of daily equipment; however, all petroleum containing
equipment staged on -site overnight must follow the same requirements.
"1` MAINTENANCE NOTES
1. INSPECT REGULARLY (SIGHT AND SMELL) FOR SHEEN OR OTHER POTENTIAL SIGNS OF
UNINTENDED DISCHARGE OF FUEL, PETROLEUM, OR OTHER CONSTITUENTS. REPORT POTENTIAL
REVISIONS
DISCHARGE INTO SECONDARY CONTAINMENT TO OWNER'S DESIGNATED ENVIRONMENTAL
REPRESENTATIVE IMMEDIATELY.
2. RECEIVE APPROVAL FROM OWNER'S DESIGNATED ENVIRONMENTAL REPRESENTATIVE PRIOR TO
DISCHARGING STORMWATER FROM THE SECONDARY CONTAINMENT AREA.
ELEVATION VIEW 3. FOLLOW APPROVED RULES AND LAWS FOR DISPOSAL OF CONTAMINANTS CAPTURED IN THE
DSN
CHK
REV
DESCRIPTION
DWN
APP
DATE
SOIL PREPARATION
(SEE NOTE 1)
EXTEND
MATTING
(SEE NOTE
5)
3-IN.
6. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE
LENGTHS GREATER THAN 6 IN. MAY BE NECESSARY TO PROPERLY
SECURE THE RECPS.
7. TEMPORARY MATTING SHALL BE NORTH AMERICAN GREENIMPERMEABLE
BIONET SC150BN OR ENGINEER APPROVED EQUIVALENT.
BLN
AGB
SECONDARY CONTAINMENT AREA.
4. INSPECT IMPERMEABLE BARRIER FOR HOLES, TEARS, PUNCTURES, OR OTHER POINT OF
A
60% DESIGN
BLN
KTL
11/05/2021
r
--I
DISCHARGE.
5. MAKE ANY NECESSARY REPAIRS IMMEDIATELY.
JL
KTL
BARRIER MATERIAL
�
�
-
----
MINIMUM
OF 3-FT.
1
SLOPE MATTING MAINTENANCE
B
DENC COMMENTS
JL
2/15/2022
FROM TOE
OF SLOPE
ISOMETRIC VIEW
L
1INSPECT AT LEAST ONCE PER 7 CALENDAR DAYS AND WITHIN 24
.
HOURS OF A RAIN EVENT GREATER THAN OR EQUAL TO 1.0-IN. IN
i
I____I
Uk
2 TO 5-IN. 2 TO
5-IN. 2 TO 5-IN. 2 TO 5-IN. 2 TO 5-IN. 2 TO
_1
5-IN.
24 HOURS.
2. MAKE ANY NECESSARY REPAIRS IMMEDIATELY.
2 TO 5-IN. 2 TO 5-IN. 3. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND
EROSION MUST NOT OCCUR BENEATH THE RECP.
4. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE
r_-
I
��
,
i-� -
PLAN VIEW
6
r 1.
FT.
3 FT.
L3.3
FT.
6
FT.
O
3 FT.
i
4-FT.
f
O
2 FT.
O O
T
4
1.6-FT.
}
FT.O
O O
2 FT.
0 O 0
T1.6-FT.
CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED.
O 5. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE,
O 0
1.6-FT.
LT
�I
O O
-
O
L
T �I
O 0 0 0
- THE PROBLEM SHALL BE FIXED AND THE ERODED AREA
O PROTECTED.
No
DATF
RFVICIQN DFCf RIPTION
f HK
APP
L
i
3.3-FT.
3.3-FT.
DAILY EQUIPMENT PARKING SECONDARY CONTAINMENT
n
11no/21
ISSIIFDFORDENC REVIEW
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O O
I
3.3 FT.
O O
O O O O
6. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND
O
COVER IS ESTABLISHED.
'
1
01/76/22
IIPDATFD PER DENC COMMENTS
Dominionr
/
DOMINION ENERGY NORTH CAROLINA
DP
0
0 O
O 0
O
O O O O
O
REF: DETAIL BASED ON NCDEQ EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, CHAPTERS 6 AND 8 REVISED, MAY
/
STANDARD DETAIL
02 DAILY EQUIPMENT PARKING SECONDARY CONTAINMENT
O O O O O
4:1 SLOPES 3:1 SLOPES 2:1 SLOPES 1:1 SLOPES 2013
0.7 STAPLES PER SQ.YD. 1.15 STAPLES PER SQ.YD. 1.7 STAPLES PER SQ.YD. 3.4 STAPLES PER SQ.YD.
STAPLE PATTERNS
(-01 SLOPE MATTING
12 NTS
\.12 NTS
60%
NOT FOR CONSTRUCTION
DESIGN
50-FT. MIN.
SEE NOTE 1 TRENCH DEWATERING NOTES
1 LAYER OF MIN. 20
MIL PLASTIC LINER
- - .
\
1h�
(I
GENERAL NOTES
,-,,_ 1. THE HDD RIG PAD SECONDARY CONTAINMENT IS FOR USE WHEN THE PROPOSED ENTRY
LOCATION IS WITHIN A WETLAND OR WITHIN 100-FT. OR LESS OF A STREAM, SURFACE WATER
OR WETLAND BOUNDARY.
2. PROPOSED AND FIELD ADJUSTED EROSION CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO
1
CONSTRUCTION OF THE PAD.
3. PAD AREA IS TO BE SIZED 50 THAT THE HDD RIG EQUIPMENT AND OTHER ASSOCIATED
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1"
TRENCH DEWATERING
HOSE
DEWATERING
SECONDARY
3
PUMP
CONTAINMENT
WITH
1. WATER PUMPED OUT OF TRENCH SHALL NOT BE
DISCHARGED INTO WATERWAYS. WATER SHALL BE
DISCHARGED INTO A FILTER BAG OR DEWATERING
STRUCTURE LOCATED IN A WELL VEGETATED AREA
AT LEAST 50' AWAY FROM A STREAM OR WETLAND.
2. TIGHTLY SEAL SLEEVE AROUND THE PUMP
DISCHARGE HOSE WITH A STRAP OR SIMILAR
TIMBER MATS
4OP-
` a 17;
EQUIPMENT DOES NOT HANGOVER THE CONTAINMENT CURB. THE ONLY EXCEPTION IS FOR THE
PORTION OF THE EQUIPMENT NECESSARY FOR THE ENTRY PIT.
_'��
4. GRUB / EXCAVATE / GRADE THE PAD UNDER THE RIG, IF PERMIT CONDITIONS ALLOW, TO
�L
`_
, PREPARE A SAFE, FLAT WORK AREA CLEAR OF ROCK, ROOTS, AND OTHER DEBRIS THAT MAY
I
��
CAUSE HOLES, TEARS, PUNCTURES, OR OTHER POINTS OF DISCHARGE TO DEVELOP WHEN THE
" " " " " "
"
PLASTIC LINER IS PLACED.
5. CONSTRUCT A SMALL DEPRESSION TO FUNCTION AS A SUMP AT THE DOWN GRADIENT PORTION
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
MIN. 12-IN.
OVERLAP
-
_
1 LAYER OF MIN.40
PLASTIC LINER
UNDER TIMBER MATS
MIL
OFTHE PAD.
6. PLACE A SINGLE LAYER OF 40 MIL PLASTIC LINER ON THE PREPARED SUBGRADE, MINIMIZING
UNNECESSARY FOLDS AND WRINKLES AS PRACTICAL.
CONTAINMENT CURB
7. INSTALL40 MIL PLASTIC LINER AS TO AVOID ANY SEAMS. IF SEAMS CANNOT BE AVOIDED,
MIN. 12-IN. EFFECTIVE HEIGHT
INSTALL PLASTIC LINER END -OVER -END STYLE) WITH A MINIMUM 12-IN. OVERLAP
J DEVICE.
PROPOSED
PIPELINE
FLOATING
SCREEN
INTAKE
TRENCH DEWATERING
MAINTENANCE
3. CONTROL PUMPING RATE TO PREVENT EXCESSIVE
PRESSURE WITHIN THE FILTER BAG IN
PUMP DISCHARGE HOSE ACCORDANCE WITH THE MANUFACTURER
RECOMMENDATIONS. AS THE BAG FILLS WITH
SEDIMENT, REDUCE PUMPING RATE ACCORDINGLY.
4. PUMP SUCTION HOSE MUST NOT BE ALLOWED TO
WETLAND
(SHINGLE
TOWARDS THE DOWN GRADIENT PORTION OF THE PAD.
8. PLACE TIMBER MATS OR OTHER APPROVED STRUCTURE ON TOP OF 40 MIL PLASTIC LINER IN
ORIGINAL DRAWING SIZE IS 22 x 34
PROFILE
SUCH A WAY AS TO MINIMIZE THE POTENTIAL FOR HOLES, TEARS, PUNCTURES, OR OTHER
VIEW POINTS OF DISCHARGE TO DEVELOP DURING PLACEMENT.
WETLAND
9. WRAP 40 MIL PLASTIC LINER AROUND THE EDGES OF THE TIMBER MAT WITH A MINIMUM 12-IN.
OVERLAP AND SECURE.
10. CONTAINMENT CURB SHALL HAVE A MINIMUM EFFECTIVE HEIGHT OF 12-INCHES.
11. CONTAINMENT CURB MATERIALS CAN BE CORRUGATED PLASTIC PIPE, 18-IN. COMPOST FILTER
SOCKS, HAY OR STRAW BALES, OR OWNER'S DESIGNATED ENVIRONMENTAL REPRESENTATIVE
DETAILS
ED2.
1. REMOVE AND PROPERLY DISPOSE OF SILT BAG UPON COMPLETION OF COME IN CONTACT WITH TRENCH BOTTOM. USE
PUMPING OPERATIONS OR AFTER FILTER BAG HAS REACHED CAPACITY,
WHICHEVER OCCURS FIRST. UNDER NO CIRCUMSTANCES SHALL USED FILTER FLOATING INTAKE OR PROVISIONS MUST BE MADE
TO ELEVATE THE SUCTION HOSE TO AT LEAST 1-FT.
BAGS BE LEFT IN PLACE FOR A PERIOD OF TIME GREATER THAN 48 HOURS ABOVE THE BOTTOM OF THE PIPE TRENCH UNTIL
MAY APPROVE ALTERNATIVE MATERIALS PRIOR TO INSTALLATION.
12. CONTRACTOR MAY REQUEST USE OF PROPRIETARY/REUSABLE(L BRACKET OR OTHER)
SECONDARY CONTAINMENT SYSTEM THAT IS CLEAN, FREE OF CONTAMINATION, AND HAS BEEN
APPROVED BY THE OWNER'S DESIGNATED ENVIRONMENTAL REPRESENTATIVE PRIOR TO
INSTALLATION.
13. PLACE A SINGLE LAYER OF 20 MIL PLASTIC LINER ON THE TIMBER MATS AND CONTAINMENT
MINIMIZING
DENC EVERETT RD
TRANSYLVANIA COUNTY, NC
AFTER DEWATERING OPERATIONS ARE COMPLETE.
BOTTOM DEWATERING IS NECESSARY.
��
CURB, UNNECESSARY FOLDS AND WRINKLES AS PRACTICAL CONTRACTOR TO
ENSURE THERE IS ADEQUATE OVERHANG OF THE PLASTIC LINER SO THAT EQUIPMENT DOES NOT
li,
PULL IT OFF OF THE CONTAINMENT CURB, IF APPLICABLE SECURE PLASTIC LINER.
SPREAD THE DEWATERED SEDIMENT FROM THE FILTER BAG IN AN APPROVED
5. DEWATERING SHALL NOT OCCUR DURING TIMES OF
UPLAND AREA AND STABILIZE WITH SEED AND MULCH BY THE END OF THE
HEAVY RAINFALL EXCEPT AS REQUIRED TO PREVENT
WORK DAY.
FLOODING OF CONSTRUCTION EQUIPMENT
LOCATED IN BORE PITS AND TRENCHES.
3. REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS, TEARS, OR PUNCTURES.
DURING OPERATION KEEP CONNECTION BETWEEN PUMP HOSE AND FILTER
BAG WATER TIGHT. 6. PUMPS UTILIZED DURING DEWATERING SHALL BE
PLACED WITHIN SECONDARY CONTAINMENT IF
POSITIONED WITHIN 100-FT. OF A WETLAND OR
4. CONTRACTOR SHALL ONLY INSTALL ONE DEWATERING HOSE PER FILTER BAG. WATERBODY.
TRENCH DEWATERING DETAIL
os
r
----
-
14. INSTALL 20 MIL PLASTIC LINER AS TO AVOID ANY SEAMS. IF SEAMS CANNOT BE AVOIDED,
I
In!
,
■ I■ ■
■
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'
I Dominion
0.00 Energy
DOMINION ENERGY
OVERLAND INDUSTRIAL BLVD
ASHEVILLE, NC 28806
3--
INSTALL PLASTIC LINER END -OVER -END (SHINGLE STYLE) WITH A MINIMUM 12 IN. OVERLAP
�-=. I'�
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` Imo`.ai�
_h.•:�r�
"I�
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TOWARDS THE DOWN GRADIENT PORTION OF THE PAD.
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MAINTENANCE NOTES
4.
1. INSPECT REGULARLY(SIGHTANDSMELL)FORSHEENOROTHERPOTENTIALSIGNSOF
UNINTENDED DISCHARGE OF FUEL, PETROLEUM, OR OTHER CONSTITUENTS. REPORT POTENTIALS
DISCHARGE INTO SECONDARY CONTAINMENT TO OWNER'S DESIGNATED ENVIRONMENTAL
REPRESENTATIVE IMMEDIATELY.
2. RECEIVE APPROVAL FROM OWNER'S DESIGNATED ENVIRONMENTAL REPRESENTATIVE PRIOR TO
LAYER OF 1 LAYER OF CONTAINMENT CURB DISCHARGING STORMWATER FROM THE SECONDARY CONTAINMENT AREA.
3. FOLLOW APPROVED RULES AND LAWS FOR DISPOSAL OF CONTAMINANTS CAPTURED IN THE
MIN. 20 MIL MIN.40 MIL MIN. 12 IN. EFFECTIVE HEIGHT
PLASTIC LINER PLASTIC LINER SECONDARY CONTAINMENT AREA.
UNDER TIMBER MATS 4. INSPECT PLASTIC LINER FOR HOLES, TEARS, PUNCTURES, OR OTHER POINT OF DISCHARGE.
PLAN VIEW 5. MAKE ANY NECESSARY REPAIRS IMMEDIATELY.
60% DESIGN
0 /0
NO.
DATE
REVISION DESCRIPTION
CHK
APP
HDD PAD (WETLAND) SECONDARY CONTAINMENT
0
10/22/21
ISSUED FOR S&ME INTERNAL REVIEW
® Dominion
1
10/25/21
ISSUED FOR DENC REVIEW
®
2
11/05/21
REVISED PER COMMENTS
7]TAj
Energy®
DOMINION ENERGY NORTH CAROLINA
3
02/17/22
REVISED PER DENC COMMENTS
1 Y �I
PROJECT NO. 20213792.001A
opoof
STANDARD DETAIL
ISSUE DATE 11/05/2021
%4.- HDD PAD (WETLAND) SECONDARY CONTAINMENT
(0
12
1
CURRENT REVISION B
DESIGNED BY JL
12
2}
DRAWN BY JL
CHECKED BY KTL
APPROVED BY ---
SHEET 12 of 16

PLOTTED: 5/11/2022 1:03 PM BY: joseph to
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
perimeter slopes
7
None
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
(d) Slopes 3:1 to 4:1
14
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
(e) Areas with slopes
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
A
6 \ V V /
0>
> <
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LA
0
0
CONCRETE
WASHOUT
SANDBAGS (TYP.)
OR STAPLES
SILT FENCE
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18")(24" MIN.)
PLAN
1:1
SIDES OPE
(TYP.)
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM
10 MIL
PLASTIC SANDBAGS (TYP)
LINING OR STAPLES
SECTION A -A
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES
75% OF THE STRUCTURES CAPACITY.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
CONCRETE
WASHOUT
10'
MIN
B
SANDBAGS (TYP.)
OR STAPLES
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18")(24" MIN.)
PLAN
10 MIL
PLASTIC LINING
1:1 SIDE SLOPE
(TYP)
SECTION B-B
SANDBAGS (TYP)
OR STAPLES
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM
NOTES:
1.ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES
SHALL BE MAINTAINED WHEN THE LIQUID
AND/OR SOLID REACHES 75% OF THE
STRUCTURES CAPACITY TO PROVIDE
ADEQUATE HOLDING CAPACITY WITH A
MINIMUM 12 INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE NEEDS
TO BE CLEARY MARKED WITH SIGNAGE
NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
KLE/NFELOER
Bright People. Right Solutions.
NC LICENSE # F-1312
3200 GATEWAY CENTRE BLVD., SUITE 100
MORRISVILLE, NC 27560
PHONE: [phone]
WWW.KLEINFELDER.COM
REVISIONS
REV
DESCRIPTION
DSN
CHK
DWN
APP
DATE
A
60% DESIGN
BLN
KTL
BLN
AGB
11/05/2021
60% DESIGN
NOT FOR CONSTRUCTION
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
1..
IF ITS NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
ORIGINAL DRAWING SIZE IS 22 x 34
DETAILS
DENC EVERETT RD
TRANSYLVANIA COUNTY, NC
Dominion
Energy
DOMINION ENERGY
OVERLAND INDUSTRIAL BLVD
ASHEVILLE, NC 28806
60% DESIGN
PROJECT NO. 20213792.001A
ISSUE DATE 112/ADD /t
CURRENT REVISION A
DESIGNED BY BLN
13
DRAWN BY
BLN
CHECKED BY KTL
APPROVED BY AGB
SHEET
13 of 16

PLOTTED: 5/11/2022 1:03 PM BY: joseph to
SELF -INSPECTION,
SECTION A: SELF -INSPECTION
PART III
RECORDKEEPING AND REPORTING
normal business hours in accordance with the table
site conditions would cause the safety of the inspection
may be delayed until the next business day on
In addition, when a storm event of equal to or
of normal business hours, the self -inspection shall be
of the next business day. Any time when inspections
Inspection Record.
Self
below.
personnel
which
greater
performed
were
-inspections are required during
When adverse weather or
to be in jeopardy, the inspection
it is safe to perform the inspection.
than 1.0 inch occurs outside
upon the commencement
delayed shall be noted in the
Inspect
Frequency
(during normal
business hours)
Inspection records must include:
(1) Rain gauge
maintained in
good working
order
Daily
Daily rainfall amounts.
If no daily rain gauge observations are made during weekend or
holiday periods, and no individual -day rainfall information is
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
Measures
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
1. Identification of the measures inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Indication of whether the measures were operating
properly,
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
discharge
outfalls (SDOs)
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
1. Identification of the discharge outfalls inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Evidence of indicators of stormwater pollution such as oil
sheen, floating or suspended solids or discoloration,
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
site
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
If visible sedimentation is found outside site limits, then a record
of the following shall be made:
1. Actions taken to clean up or stabilize the sediment that has left
the site limits,
2. Description, evidence, and date of corrective actions taken, and
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
wetlands onsite
or offsite
(where
accessible)
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
If the stream or wetland has increased visible sedimentation or a
stream has visible increased turbidity from the construction
activity, then a record of the following shall be made:
1. Description, evidence and date of corrective actions taken, and
2. Records of the required reports to the appropriate Division
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
stabilization
measures
After each phase
of grading
1. The phase of grading (installation of perimeter E&SC
measures, clearing and grubbing, installation of storm
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
SELF -INSPECTION, RECORDKEEPING
SECTION B: RECORDKEEPING
PART III
AND REPORTING
deviation shall be kept on the site. The
throughout the coverage under this permit.
plan shall be kept on site and available for
hours.
1.
2.
E&SC Plan Documentation
The approved E&SC plan as well as any approved
approved E&SC plan must be kept up-to-date
The following items pertaining to the E&SC
inspection at all times during normal business
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
and does not significantly deviate from the
locations, dimensions and relative elevations
shown on the approved E&SC plan.
Initial and date each E&SC measure on a copy
of the approved E&SC plan or complete, date
and sign an inspection report that lists each
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
in accordance with the approved E&SC
plan.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
requirements for all E&SC measures
have been performed.
Complete, date and sign an inspection report.
(e) Corrective actions have been taken
to E&SC measures.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1.
2.
Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
deposition in a
stream or wetland
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that contains a description of the
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
release of
hazardous
substances per Item
1(b)-(c) above
• Within 24 hours, an oral or electronic notification. The notification
shall include information about the date, time, nature, volume and
location of the spill or release.
(c) Anticipated
bypasses [40 CFR
122.41(m)(3)]
• A report at least ten days before the date of the bypass, if possible.
The report shall include an evaluation of the anticipated quality and
effect of the bypass.
(d) Unanticipated
bypasses [40 CFR
122.41(m)(3)]
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that includes an evaluation of the
quality and effect of the bypass.
(e) Noncompliance
with the conditions
of this permit that
may endanger
health or the
environment[40
CFR 122.41(I)(7)]
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that contains a description of the
noncompliance, and its causes; the period of noncompliance,
including exact dates and times, and if the noncompliance has not
been corrected, the anticipated time noncompliance is expected to
continue; and steps taken or planned to reduce, eliminate, and
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/O1/19
KLE/NFELOER
Bright People. Right Solutions.
NC LICENSE # F-1312
3200 GATEWAY CENTRE BLVD., SUITE 100
MORRISVILLE, NC 27560
PHONE: [phone]
WWW.KLEINFELDER.COM
REVISIONS
REV
DESCRIPTION
DSN
CHK
DWN
APP
DATE
A
60% DESIGN
BLN
KTL
BLN
AGB
11/05/2021
60% DESIGN
NOT FOR CONSTRUCTION
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
IF ITS NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
ORIGINAL DRAWING SIZE IS 22 x 34
DETAILS
DENC EVERETT RD
TRANSYLVANIA COUNTY, NC
Dominion
Energy
DOMINION ENERGY
OVERLAND INDUSTRIAL BLVD
ASHEVILLE, NC 28806
60% DESIGN
PROJECT NO. 20213792.001A
ISSUE DATE 11011027
CURRENT REVISION A
DESIGNED BY BLN
14
DRAWN BY
BLN
CHECKED BY KTL
APPROVED BY AGB
SHEET
14 of 16

BILL OF MATERIALS
ITEM #
ITEM I.D.#
QUA
DESCRIPTION
NOTE
1
160 FT
PIPE- 4" O.D., STD, ERW, X-52 STEEL, BARE
PLOTTED: 3/22/2022 1:37 PM BY: alice kong
Co
co
w
1-
O
Z
EXISTING 8"
DENC PIPELINE
1'-83/4"
6'-10"
m -m
NOTE 14
NOTE 9
TOR 3A
TOR 3
0
0 0
o�
w
1-O
(n Z
w
J
I-
0
4" TEMPORARY BY-PASS
PROPOSED 8" STEEL
NOTE 10
EXISTING 8" DENC PIPELINE
NOTE 3
94'-3"
GRADE
//,//,//,//,/,
4" TEMPORARY BY-PASS
7 TAPPING MACHINE (APPROX. WT = 1380 LB)/
STOPPLE MACHINE (APPROX. WT = 1837 LB)
BY T.D. WILLIAMSON
STOPPLE A
NOTE 7, 10, 11
SECTION
SCALE 1 /2" = 1 '-0"
-4,
8" 600# 3 WAY TEE SPOOL
BY T.D. WILLIAMSON
8" ANSI 600# SANDWICH VALVE
BY T.D. WILLIAMSON
EXISTING 8" DENC PIPELINE
NOTE 8
PLAN (SOUTH)
SCALE: 1/2" = 1'-0"
GRADE
-4,
m
//,//,//,//,/,
8" 600# RF STOPPLE FITTING
w/ 8" 600# RF LOR FLANGE
SECTION B
SCALE 1 /2" = 1 '-0" - /
2
3
•N OK€•9
3
2
REDUCER, CONCENTRIC - 8" X 4", STD, WELD, WPHY 52, MSS SP-75
4
2
FLANGE - 8", WN, RF, CLASS 600, STD BORE, ASME B16.5
5
42404560
42403315
REFER TO
DESCRIPTION
HOT TAP ASSEMBLY (BY OTHERS):
- 8" STOPPLE LOR PLUS, CLASS 600, T.D. WILLIAMSON, WITH LOCK-O-RING PLUG
AND BLIND FLANGE (QTY: 2 REQ'D)
- 2" THREAD-O-RING FITTING, T.D. WILLIAMSON, C/W COMPLETION PLUG AND CAP
(FINAL CONFIGURATION ONLY) (QTY: 5 REQ'D)
- BOLT -ON REINFORCEMENT CLAMP, T.D. WILLIAMSON (QTY: 2 REQ'D)
KLE/NFELOER
Bright People. Right Solutions.
WWW.KLEINFELDER.COM
3200 GATEWAY CENTRE BLVD., SUITE 100
MORRISVILLE, NC 27560
PHONE: [phone]
NC LICENSE # F-1312
6
42398922
116 FT
TRANS MAIN PIPE - 8" O.D., 0.250"W.T., ERW, X-52 STEEL, FBE POWERCRETE
NOTE 10
7
42401365
5
NO-FE 9710
AS NEEDED
TRENTON WAX TAPE #2 W/ TREMCOAT 3000
NOTE 11
AS NEEDED
POLYGUARD RD-6 TAPE & 600 LIQUID ADHESIVE PRIMER
NOTE 11
NOTES:
1. FABRICATION INSPECTION, AND TESTING SHALL BE IN COMPLIANCE WITH TITLE 49 OF THE CODE OF FEDERAL
REGULATIONS, PART 192-TRANSPORTATION OF NATURAL AND OTHER GAS BY PIPELINE: MINIMUM FEDERAL
SAFETY STANDARDS AND THE LATEST AMENDMENTS THERETO, ISSUED BY THE DEPARTMENT OF
TRANSPORTATION, RESEARCH AND SPECIAL PROGRAMS ADMINISTRATION, OFFICE OF PIPELINE SAFETY AND
ASME B31.8-2020: GAS TRANSMISSION AND DISTRIBUTION PIPING SYSTEMS. PIPING SHALL BE DESIGNED FOR 375
PSIG MAXIMUM ALLOWABLE OPERATING PRESSURE (MAOP) UNDER CLASS 3 CONSTRUCTION. NOTE, MAXIMUM
OPERATING PRESSURE IS 350 PSIG.
2. ALL DIMENSIONS ARE MEASURED TO THE NEAREST INCH.
3. EXISTING LINE TO BE ABANDONED AND REMOVED.
REVISIONS
REV
DESCRIPTION
DSN
CHK
DWN
APP
DATE
A
ISSUED FOR REVIEW
ALS
FSC
ALK
DKF
2021-11-05
ISSUED FOR REVIEW
ALS
FSC
ALK
DKF
2022-03-23
FOR REVIEW
NOT FOR CONSTRUCTION
4. OVERALL DIMENSION WHEN USING TAPPING MACHINE IS 7'-9 5/8" INCLUDING A CLEARANCE OF 4'-4" TO INSERT
MEASURING ROD. OVERALL DIMENSION FOR STOPPLE MACHINE IS 12'-6 1/8" (DIMENSION TO TOP OF PIPE). FOR
MORE DETAIL, SEE T.D. WILLIAMSON DRAWING NO. SD00000042.
5. AN 8" 600# STOPPLE FITTING WILL BE USED WITH 8" 600# TAPPING AND STOPPLE MACHINES. ALL HOT TAP /
STOPPLE FITTINGS AND EQUIPMENT TO BE SUPPLIED BY HOT TAP CONTRACTOR. FOR MORE DETAIL, SEE T.D.
WILLIAMSON DRAWING NO. SD00000042.
6. CONTRACTOR SHALL VERIFY ALL COORDINATES, DIMENSIONAL INFORMATION, ORIENTATION, LOCATIONS, AND
EXISTING CONDITIONS PRIOR TO CONSTRUCTION.
7. CONTRACTOR TO DETERMINE AND PROVIDE TEMPORARY SUPPORT FOR HOT TAP / STOPPLE FITTINGS AND
BYPASS PIPING; NOTE THAT GRADE IS SLOPED (NOT SHOWN - SEE ALIGNMENT SHEET). CONTRACTOR TO
ENSURE ALL TEMPORARY PIPING IS ADEQUATELY SUPPORTED AND ANCHORED TO AVOID MOVEMENT AND
IMPOSING LOADS ON PIPELINE CONNECTION.
8. EXACT DIMENSIONS OF TEMPORARY BYPASS PIPING TO BE FIELD DETERMINED BY CONTRACTOR. TEMPORARY
PIPING TO BE ADEQUATELY FIELD -SUPPORTED BY CONTRACTOR (E.G. CONCRETE SUPPORT BLOCKS).
9. CONTRACTOR TO FIELD TRIM FITTINGS, AS REQUIRED.
10. SEE ALIGNMENT SHEET (SHEET 5) FOR LOCATION AND ELEVATION DETAILS. SEE BOM ITEM #6 AND #7 FOR
MAINLINE PIPE MATERIALS.
11. HOT TAP FITTING AND THREAD-O-RINGS TO BE WRAPPED USING TRENTON WAX TAPE AFTER WORK IS
COMPLETED AND COMPLETION PLUGS AND BLIND FLANGES / CAPS ARE INSTALLED.
12. REFER TO EVERETT PURGE PROCEDURE FOR ADDITIONAL INSTRUCTIONS.
13. INSTALLATION TO FOLLOW DENC O&Ms AND CONSTRUCTION STANDARDS UNLESS NOTED OTHERWISE.
14. THE FOLLOWING MATERIALS WILL BE SUPPLIED BY OWNER, OWNER TO ENSURE MATERIALS ARE SUITALBE FOR
THE DESIGN CONDITIONS:
- GASKET, NUTS AND BOLTS FOR 8" CLASS 600 FLANGE
- THREADOLET, NIPPLE, BALL VALVE, AND PLUG FOR 2" VENT
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
1"
IF IT'S NOT 1 INCH ON THIS
" SnrErAr :fYST YOU R
SCALES ACCORDINGLY
ORIGINAL DRAWING SIZE IS 22 x 34
DENC EVERETT RD
TRANSYLVANIA COUNTY, NC
M Dominion
siro7 Energy -
DOMINION ENERGY
OVERLAND INDUSTRIAL BLD
ASHEVILLE, NC 28806
TIE-IN DETAILS
PROJECT NO. 20213792.001A
ISSUE DATE 03/23/2022
CURRENT REVISION B
DESIGNED BY ALS
DRAWN BY ALK
15
15. 100% X-RAY REQUIRED FOR PIPELINE WELDS.
CHECKED BY FSC
APPROVED BY DKF
SHEET
15 of 16

BILL OF MATERIALS
ITEM #
ITEM I.D.#
QUA
DESCRIPTION
NOTE
REFER TO SHEET 15
PLOTTED: 3/22/2022 1:40 PM BY: alice kong
GRADE
8" 600# 3 WAY TEE SPOOL
BY T.D. WILLIAMSON
8" ANSI 600# SANDWICH VALVE
BY T.D. WILLIAMSON
PROPOSED 8" STEEL
NOTE 10
PLAN (NORTH)
SCALE: 1/4" = 1'-0"
7 TAPPING MACHINE (APPROX. WT = 1380 LB)/
STOPPLE MACHINE (APPROX. WT = 1837 LB)
BY T.D. WILLIAMSON
/////, //, //, /,
STOPPLE B
NOTE 7, 10, 11
SECTION
SCALE 1/2" = 1 '-0"
EXISTING 8" DENC PIPELINE
3
TOR 1A
`cNG
O
EX�s�\NG
TOR 1
NOTE 14
TOL
NOTE 9
GRADE
53
//,//, //, //, /,
2" VENT
NOTE 14
4" TEMPORARY BY-PASS
8" 600# RF STOPPLE FITTING —\\
w/ 8" 600# RF LOR FLANGE
/////, //, //, /,
NOTES:
1. FABRICATION INSPECTION, AND TESTING SHALL BE IN COMPLIANCE WITH TITLE 49 OF THE CODE OF FEDERAL
REGULATIONS, PART 192-TRANSPORTATION OF NATURAL AND OTHER GAS BY PIPELINE: MINIMUM FEDERAL
SAFETY STANDARDS AND THE LATEST AMENDMENTS THERETO, ISSUED BY THE DEPARTMENT OF
TRANSPORTATION, RESEARCH AND SPECIAL PROGRAMS ADMINISTRATION, OFFICE OF PIPELINE SAFETY AND
ASME B31.8-2020: GAS TRANSMISSION AND DISTRIBUTION PIPING SYSTEMS. PIPING SHALL BE DESIGNED FOR 375
PSIG MAXIMUM ALLOWABLE OPERATING PRESSURE (MAOP) UNDER CLASS 3 CONSTRUCTION. NOTE, MAXIMUM
OPERATING PRESSURE IS 350 PSIG.
2. ALL DIMENSIONS ARE MEASURED TO THE NEAREST INCH.
3. EXISTING LINE TO BE ABANDONED AND REMOVED.
KLE/NFELOER
Bright People. Right Solutions.
WWW.KLEINFELDER.COM
3200 GATEWAY CENTRE BLVD., SUITE 100
MORRISVILLE, NC 27560
PHONE: [phone]
NC LICENSE # F-1312
REVISIONS
REV
DESCRIPTION
DSN
CHK
DWN
APP
DATE
A
ISSUED FOR REVIEW
ALS
FSC
ALK
DKF
2021-11-05
ISSUED FOR REVIEW
ALS
FSC
ALK
DKF
2022-03-23
FOR REVIEW
NOT FOR CONSTRUCTION
4. OVERALL DIMENSION WHEN USING TAPPING MACHINE IS 7'-9 5/8" INCLUDING A CLEARANCE OF 4'-4" TO INSERT
MEASURING ROD. OVERALL DIMENSION FOR STOPPLE MACHINE IS 12'-6 1/8" (DIMENSION TO TOP OF PIPE). FOR
MORE DETAIL, SEE T.D. WILLIAMSON DRAWING NO. SD00000042.
5. AN 8" 600# STOPPLE FITTING WILL BE USED WITH 8" 600# TAPPING AND STOPPLE MACHINES. ALL HOT TAP /
STOPPLE FITTINGS AND EQUIPMENT TO BE SUPPLIED BY HOT TAP CONTRACTOR. FOR MORE DETAIL, SEE T.D.
WILLIAMSON DRAWING NO. SD00000042.
6. CONTRACTOR SHALL VERIFY ALL COORDINATES, DIMENSIONAL INFORMATION, ORIENTATION, LOCATIONS, AND
EXISTING CONDITIONS PRIOR TO CONSTRUCTION.
7. CONTRACTOR TO DETERMINE AND PROVIDE TEMPORARY SUPPORT FOR HOT TAP / STOPPLE FITTINGS AND
BYPASS PIPING; NOTE THAT GRADE IS SLOPED (NOT SHOWN - SEE ALIGNMENT SHEET). CONTRACTOR TO
ENSURE ALL TEMPORARY PIPING IS ADEQUATELY SUPPORTED AND ANCHORED TO AVOID MOVEMENT AND
IMPOSING LOADS ON PIPELINE CONNECTION.
8. EXACT DIMENSIONS OF TEMPORARY BYPASS PIPING TO BE FIELD DETERMINED BY CONTRACTOR. TEMPORARY
PIPING TO BE ADEQUATELY FIELD -SUPPORTED BY CONTRACTOR (E.G. CONCRETE SUPPORT BLOCKS).
9. CONTRACTOR TO FIELD TRIM FITTINGS, AS REQUIRED.
10. SEE ALIGNMENT SHEET (SHEET 5) FOR LOCATION AND ELEVATION DETAILS. SEE BOM ITEM #6 AND #7 FOR
MAINLINE PIPE MATERIALS.
11. HOT TAP FITTING AND THREAD-O-RINGS TO BE WRAPPED USING TRENTON WAX TAPE AFTER WORK IS
COMPLETED AND COMPLETION PLUGS AND BLIND FLANGES / CAPS ARE INSTALLED.
12. REFER TO EVERETT PURGE PROCEDURE FOR ADDITIONAL INSTRUCTIONS.
13. INSTALLATION TO FOLLOW DENC O&Ms AND CONSTRUCTION STANDARDS UNLESS NOTED OTHERWISE.
14. THE FOLLOWING MATERIALS WILL BE SUPPLIED BY OWNER, OWNER TO ENSURE MATERIALS ARE SUITALBE FOR
THE DESIGN CONDITIONS:
- GASKET, NUTS AND BOLTS FOR 8" CLASS 600 FLANGE
- THREADOLET, NIPPLE, BALL VALVE, AND PLUG FOR 2" VENT
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
1"
IF IT'S NOT 1 INCH ON THIS
"SFIrEr rrST YOUR
SCALES ACCORDINGLY
ORIGINAL DRAWING SIZE IS 22 x 34
DENC EVERETT RD
TRANSYLVANIA COUNTY, NC
M Dominion
siro7 Energy -
DOMINION ENERGY
OVERLAND INDUSTRIAL BLD
ASHEVILLE, NC 28806
TIE-IN DETAILS
PROJECT NO. 20213792.001A
ISSUE DATE 03/23/2022
CURRENT REVISION B
DESIGNED BY ALS
DRAWN BY ALK
16
15. 100% X-RAY REQUIRED FOR PIPELINE WELDS.
CHECKED BY FSC
APPROVED BY DKF
SHEET
16 of 16

KLE/NFELOER
Bright People. Right Solutions.
APPENDIX A
NC DWQ Stream Identification Forms

Stream ID:
SF
NC DWQ Stream Identification Form Version 4.11
Date:
6/16/2021
Project/Site:
Everett Road
Latitude:
35.256786
Evaluator: D. Sank
County: Transylvania
Longitude:
-82.637424
Total Points:
Stream is at least intermittent if
19 or perennial if> 30
37
Stream
Determination:
i
Perennial
Other:
7.5 Min Quad Piscah
Forest,. NC
A. Geomorphology Subtotal = 20.5
Absent
Weak
Moderate
Strong
SCORE
la. Continuous bed and bank
0
1
2
C 3)
3
2. Sinuosity of channel along thalweg
0
1
©
3
2
3. In -Channel structure: ex. riffle -pool, step -pool, ripple-
pool sequence
0
1
2
3
2
4. Particle size of stream substrate
0
1
2
3
2
5. Active/relic floodplain
0
1
©
3
2
6. Depositional bars or benches
0
1
3
2
7. Recent alluvial deposits
0
C. 1 )
2
3
1
8. Headcuts
0 1
©
3
2
9. Grade controls
0 COD
1.5
0.5
10. Natural valley
0 0.5
1.5
1
11. Second or greater order channel
No = 0
Yes)
3
2
B. Hydrology Subtotal = 8.5
Absent
Weak
Moderate
Strong
SCORE
12. Presence of Baseflow
0
1
C."-D
3
2
13. Iron oxidizing bacteria
0 1
3
1
14. Leaflitter
1.5
0.5
0
1
15. Sediment on plants or debris
0
1
1.5
0.5
16. Organic debris lines or piles
0
0.5
1 1.5
1
17. Soil -based evidence of high water table?
No = 0
1=W
3
C. Biology Subtotal = 8
Absent
Weak
Moderate
Strong
SCORE
18. Fibrous roots in streambed
J 3 l
2
1
0
2
19. Rooted upland plants in streambed
3 ,
2
1
0
3
20. Macrobenthos (note diversity and abundance)
0 C
1 )
2
3
1
21. Aquatic Mollusks
411111111,
1
2
3
0
22. Fish
0.5
C 1
1.5
1
23. Crayfish
0
0_5 D
1
1.5
0.5
24. Amphibians
0
U.5
1
1.5
0.5
1 1.5
0
25. Algae
0
0.5
26. Wetland plants in streambed
F CW=0.75; OBL=1.5 Crier=0 T
0
*perennial stream may also be identified using other methods. See p.35 of manual.
Notes:
Bank Height (feet)
Bankfull Width (feet)
Water Depth (inches)
Channel Substrate
Velocity:
Clarity:
Please see Figure 7, Delineation and Streams ID Map

KLE/NFELOER
Bright People. Right Solutions.
APPENDIX B
USACE Jurisdictional Determination Request

Jurisdictional Determination Request
US Army Corps
of Engineers.
Wilmington District
This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Coips of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
to the appropriate Corps Field Office (or project manager, if known) via mail, electronic mail, or
facsimile. A current list of county assignments by Field Office and project manager can be
found on-line at: http://www.saw.usace.army.inil/Missions/RegulatoryPermitProgr-anr.aspx , by
telephoning: 910-251-4633, or by contacting any of the field offices listed below:
ASHEVILLE REGULATORY FIELD OFFICE
US Army Corps of Engineers
151 Patton Avenue, ROOM 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Anny Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: [phone]
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]
Version: December 2013 Page 1

Jurisdictional Determination Request
INSTRUCTIONS:
All requesters must complete Parts A, B, C, D, E and F.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part G.
NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that all JD
requests must include the current property owner authorization for the Corps to proceed with the
determination, which may include inspection of the property when necessary. This fear must be
signed by the current property owner to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Property owner authorizationlnotification for JD
requests associated with North Carolina Department of Transportation (NCDOT) projects will be
conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD may not
be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or
your tenant are USDA Program participants, or anticipate participation in USDA programs, you
should also request a certified wetland determination from the local office of the Natural
Resources Conservation Service, prior to starting work.
Version: December• 2013
Page 2

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address:
City, State:
County:
Directions:
Everett Road (within existing easement)
Penrose, North Carolina
Transylvania
North of Everett Road, NW of intersection with Crab Creek Road
Parcel Index Number(s) (PIN):
B. REQUESTOR INFORMATION
Name:
Mailing Address:
Telephone Number:
Electronic Mail Address':
Select one:
r
n
9516-48-2111-000
Katy Christie, PWS, KleInfelder
9009 Perimeter Woods Drive, Suite E, Charlotte, NC 28216
(704)378-91749
[e-mail]
I am the current property owner.
I am an Authorized Agent or Environmental Consultant2
Interested Buyer or Under Contract to Purchase
Other, please explain.
C. PROPERTY OWNER INFORMATION
Name:
Mailing Address:
Telephone Number:
Electronic Mail Address3:
Public Service Company of North Carolina, Inc., c/o Andrew Moore
800 Gaston Road, Bldg A, Gastonia, NC 28056
[phone]
[e-mail]
WProof of Ownership Attached (e.g. a copy of Deed, County GIS/Parcel/Tax Record data)
1 If available
2 Must attach completed Agent Authorization Form
s if available
Version: December 2013 Page 3

Jurisdictional Determination Request
D. PROPERTY OWNER CERTIFICATION4
I, the undersigned, a duly authorized owner of record of the property/properties identified herein,
do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on -site investigations
and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction
under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899.
Property Owner (please print) Date
Property Owner Signature
E. JURISDICTIONAL DETERMINATION TYPE
Select One:
I am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does include a delineation.
I am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does NOT include a delineation.
I am requesting that the Corps investigate the property/project area for the presence or
absence of WoUS5 and provide an approved JD for the property identified herein. This
request does NOT include a request for a verified delineation.
I am requesting that the Corps delineate the boundaries of all WoUS an a property/project
area and provide an approved JD (this may or may not include a survey plat),
I am requesting that the Corps evaluate and approve a delineation of WoUS (conducted
by others) on a property/project area and provide an approved JD (may or may not
include a survey plat).
a For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
5 Waters of the United States
Version: December 2013
Page 4

F.
Jurisdictional Determination Request
ALL REQUESTS
Map of Property or Project Area (attached). This Map must clearly depict the boundaries
of the area of evaluation.
Size of Property or Project Area 3.97 acres
I verify that the property (or project) boundaries have recently been surveyed and marked
by a licensed land surveyor OR are otherwise clearly marked or distinguishable.
G. JD REQUESTS FROM CONSULTANTS OR AGENCIES
(1) Preliminary JD Requests:
I✓ ( Completed and signed Preliminary Jurisdictional Deter urination Form6.
Project Coordinates: 35.256849
Latitude-82.637764 Longitude
Maps (no larger than 11x17) with Project Boundary Overlay:
l~ I Large and small scale maps that depict, at minimum: streets, intersections, towns
Aerial Photography of the project area
USGS Topographic Map
571 I Soil Survey Map
Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
6 See Appendix A of this Form. From Regulatory Guidance Letter No. 08-02, dated June 26, 2008
Version: December 2013
Page 5

jurisdictional Determination Request
Delineation Information (when applicable)':
Wetlands:
n Wetland Data Sheets8
n
Upland Data Sheets
Landscape Photos, if taken
Tributaries:
USACE Assessment Forms
tE
Field Sketch overlain on legible Map that includes:
Other Assessment Forms
(when appropriate)
• All aquatic resources (for sites with multiple resources, label and identify)
■ Locations of wetland data points and/or tributary assessment reaches
▪ Locations of photo stations
• Approximate acreage/linear footage of aquatic resources
(2) Approved JDs including Verification of a Delineation:
Project Coordinates: Latitude Longitude
Maps (no larger than 11x17) with Project Boundary Overlay:
Large and small scale maps that depict, at minimum: streets, intersections, towns
Aerial Photography of the project area
USGS Topographic Map
Soil Survey Map
Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan,
previous delineation maps)
71987 Manual Regional Supplements and Data forms can be found at:
http://www.usace.army.mil/Missions/CiyilWorks/RegulatoryPragramandPermits/reg supp.aspx
Wetland and Stream Assessment Methodologies can be found at:
http://portal.ncdenr.org/c/document library/get file?uuid=76f3c58b-dab8-4960-ba43-45b7faf06f4c&groupid=38354 and,
http://www.saw.usace.array.mi!/Portals/59/dots/regulatory/publicnotices/2013/NCSAM Draft User Manual 130318.pdf
s Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
Version: December 2013
Page 6

Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands:
Wetland Data Sheets9
Upland Data Sheets
Landscape Photos, if taken
Tributaries:
USACE Assessment Forms
II Other Assessment Forins
(when appropriate)
Field Sketch overlain on legible Map that includes:
• All aquatic resources (for sites with multiple resources, label and identify)
• Locations of wetland data points and/or tributary assessment reaches
• Locations of photo stations
• Approximate acreage/linear footage of aquatic resources
Supporting Jurisdictional Info 'nation (for Approved JDs only)
Approved Jurisdictional Determination Form(s) (also known as "Rapanos
Form(s)")
Map(s) depicting the potential (or lack of potential) hydrologic connection(s),
adjacency, etc. to navigable waters.
Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
Version: December 2013
Page 7

jurisdictional Determination Request
I. REQUESTS FOR CORPS APPROVAL OF SURVEY PLAT
Prior to final production of a Plat, the Wilmington District recommends that the Land
Surveyor electronically submit a draft of a Survey Plat to the Corps project manager for
review.
Due to storage limitations of our administrative records, the Corps requires that all hard -
copy submittals include at least one original Plat (to scale) that is no larger than 11 "x 17"
(the use of match lines for larger tracts acceptable). Additional copies of a plat, including
those larger than 11 "x 17", may also be submitted for Corps signature as needed. The
Corps also accepts electronic submittals of plats, such as those transmitted as a Portable
Document Format (PDF) file. Upon verification, the Corps can electronically sign these
plats and return them via e-mail to the requestor.
(1) PLATS SUBMITTED FOR APPROVAL
Must be sealed and signed by a licensed professional land surveyor
u Must be to scale (all maps must include both a graphic scale and a verbal scale)
u
❑
Must be legible
Must include a North Arrow, Scale(s), Title, Property Information
Must include a legible WoUS Delineation Table of distances and bearings/metes
and bounds/GPS coordinates of all surveyed delineation points
Must clearly depict surveyed property or project boundaries
Must clearly identify the known surveyed point(s) used as reference (e.g. property
corner, USGS monument)
When wetlands are depicted:
• Must include acreage (or square footage) of wetland polygons
• Must identify each wetland polygon using an alphanumeric system
Version: December 2013
Page 8

Jurisdictional Determination Request
When tributaries are depicted:
• Must include either a surveyed, approximate centerline of tributary with
approximate width of tributary OR surveyed Ordinary High Water Marks
(OHWM) of tributary
+ Must identify each tributary using an alphanumeric system
• Must include linear footage of tributaries and calculated area (using approximate
widths or surveyed OHWM)
• Must include name of tributary (based on the most recent USGS topographic
map) or, when no USGS naive exists, identify as "unnamed tributary"
all depicted WoUS (wetland polygons and tributary lines) must intersect or tie -to
surveyed project/property boundaries
I 1 Must include the location of wetland data points and/or tributary assessment
reaches
Must include, label accordingly, and depict acreage of all waters not currently
subject to the requirements of the CWA (e.g. "isolated wetlands", "non -
jurisdictional waters"). NOTE: An approved JD must be conducted in order to
make an official Corps determination that a particular waterbody or wetland is not
jurisdictional,
i l Must include and survey all existing conveyances (pipes, culverts, etc.) that
1 transport WoUS
Version: December 2013 Page 9

Jurisdictional Determination Request
(2) CERTIFICATION LANGUAGE
111 When the entire actual Jurisdictional Boundary is depicted:
include the following Corps Certification language:
"This certifies that this copy of this plat accurately depicts the boundary of the jurisdiction
of Section 404 of the Clean Water Act as determined by the undersigned on this date.
Unless there is a change in the law or our published regulations, the determination of
Section 404 jurisdiction may be relied upon for a period not to exceed five (5) years from
this date. The undersigned completed this determination utilizing the appropriate Regional
Supplement to the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual."
Regulatory Official:
Title:
Date:
USACE Action ID No.:
nWhen uplands may be present within a depicted Jurisdictional Boundary:
include the following Corps Certification language:
"This certifies that this copy of this plat identifies all areas of waters of the United States
regulated pursuant to Section 404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is change in the law or our published regulations,
this determination of Section 404 jurisdiction may be relied upon fora period not to exceed
five years from this date. The undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Army Corps of Engineers Wetlands
Delineation Manual."
Regulatory Official:
Title:
Date:
USACEAction ID No,:
Version: December 2013
Page 10

jurisdictional Determination Request
(3) GPS SURVEYS
For Surveys prepared using a Global Positioning System (GPS), the Survey must include
all of the above, as well as:
u
be at sub -meter accuracy at each survey point.
include an accuracy verification:
One or more known points (property corner, monument) shall be located with the
GPS and cross-referenced with the existing traditional property survey (metes and
bounds).
include a brief description of the GPS equipment utilized.
Version: December 2013 Page 11

Antecedent Precipitation vs Normal Range based on NOAA's Daily Global Historical Climatology Network
12-
10-
Nov
2020
,f
r
Dec
2020
nsi_
Jan
2021
rriri a n11 A
Feb
2021
R
Mar
2021
A,
ito
Apr
2021
2021-04-17
\_
v
111 2021-05-17
/
May
2021
1-
, R_11 [1,
Jun
2021
-f\r
-06-16
II1r L L
Jul
2021
/
Aug
2021
- Daily Total
- 30-Day Rolling Total
30-Year Normal Range
r
n ,_AFr,
Sep
2021
J
1
1
Oct
2021
Coordinates
35.256786, -82.637424
Observation Date
2021-06-16
Elevation (ft)
2087.22
Drought Index (PDSI)
Mild wetness
WebWIMP H2O Balance
Wet Season
Figure and tables made by the
Antecedent Precipitation Tool
Version 1.0
Written by Jason Deters
U.S. Army Corps of Engineers
30 Days Ending
30th %ile (in)
70th %ile (in)
Observed (in)
Wetness Condition
Condition Value
Month Weight
Product
2021-06-16
3.609055
7.118898
3.003937
Dry
1
3
3
2021-05-17
3.383071
6.329134
4.106299
Normal
2
2
4
2021-04-17
3.861024
6.247244
9.090551
Wet
3
1
3
Result
Normal Conditions - 10
Weather Station Name
Coordinates
Elevation (ft)
Distance (mi)
Elevation A
Weighted L
Days (Normal)
Days (Antecedent)
PISGAH FOREST 3 NE
35.2719, -82.6475
2189.961
1.189
102.741
0.657
11178
90
BREVARD 5.4 E
35.2292, -82.6358
2107.94
1.908
20.72
0.898
27
0
PENROSE 1.0 E
35.2737, -82.6217
2477.034
1.467
389.814
1.232
1
0
BLANTYRE 2
35.3044, -82.6306
2149.934
3.312
62.714
1.698
1
0
BREVARD 6.1 E
35.2298, -82.6233
2517.06
2.028
429.84
1.784
4
0
BREVARD 0.7 NNE
35.2466, -82.7262
2144.029
5.058
56.809
2.564
18
0
BREVARD 0.7 SE
35.2311, -82.7218
2145.013
5.081
57.793
2.58
2
0
BREVARD
35.2283, -82.7358
2174.869
5.89
87.649
3.167
57
0
ASHEVILLE 13 S
35.4186, -82.5567
2103.018
12.071
15.798
5.622
63
0
FLETCHER 3 W
35.4267, -82.5569
2069.882
12.587
17.338
5.882
2
0

KLE/NFELOER
r
Bright People. Right Solutions.
AGENT AUTHORIZATION FORM
Project: Dominion Energy North Carolina (DENC) Projects
Property Legal Description:
Street Address:
DENC North Carolina Service Territory
Easement Holder: DENC
The undersigned, registered property owners of the above noted properties, do hereby
authorize
Kleinfelder
To act on my behalf and take all actions necessary for the processing, issuance, and acceptance
of this permit of certification and any and all standard and special conditions attached.
Easement Holder's Address:
2020 Energy Drive Apex NC 27502
Telephone #: [phone]
Email Address:
[e-mail]
Signature (Contractor/Agent)
Print Name/Title
Signature (Easement Holder)
Print Name/Title Robert Lepsic

KLE/NFELOER
Bright People. Right Solutions.
APPENDIX C
USFWS IPaC Trust Resource List
And
NCNHP Element Occurrences Data

6/21/2021 IPaC: Explore Location resources
IPaC
U.S. Fish & Wildlife Service
IPaC resource list
This report is an automatically generated list of species and other resources such as critical habitat
(collectively referred to as trust resources) under the U.S. Fish and Wildlife Service's (USFWS)
jurisdiction that are known or expected to be on or near the project area referenced below. The list
may also include trust resources that occur outside of the project area, but that could potentially be
directly or indirectly affected by activities in the project area. However, determining the likelihood
and extent of effects a project may have on trust resources typically requires gathering additional
site -specific (e.g., vegetation/species surveys) and project -specific (e.g., magnitude and timing of
proposed activities) information.
Below is a summary of the project information you provided and contact information for the USFWS
office(s) with jurisdiction in the defined project area. Please read the introduction to each section
that follows (Endangered Species, Migratory Birds, USFWS Facilities, and NWI Wetlands) for
additional information applicable to the trust resources addressed in that section.
ciLC
Location
Transylvania County, North Carolina
C °I&N
0 III
s,ralsy L+'
Local office
Asheville Ecological Services Field Office
k. [phone]
fi [phone]
160 Zillicoa Street
Asheville, NC 28801-1082
http://www.fws.gov/nc-es/es/countyfr.html
https://ecos.fws.gov/ipac/location/MESZW2HIJVGGBKFLC4SZP52YHI/resources 1/10

6/21/2021 IPaC: Explore Location resources
Endangered species
This resource list is for informational purposes only and does not constitute an analysis of
project level impacts.
The primary information used to generate this list is the known or expected range of each species.
Additional areas of influence (AOI) for species are also considered. An AOI includes areas outside of
the species range if the species could be indirectly affected by activities in that area (e.g., placing a
dam upstream of a fish population even if that fish does not occur at the dam site, may indirectly
impact the species by reducing or eliminating water flow downstream). Because species can move,
and site conditions can change, the species on this list are not guaranteed to be found on or near
the project area. To fully determine any potential effects to species, additional site -specific and
project -specific information is often required.
Section 7 of the Endangered Species Act requires Federal agencies to "request of the Secretary
information whether any species which is listed or proposed to be listed may be present in the area
of such proposed action" for any project that is conducted, permitted, funded, or licensed by any
Federal agency. A letter from the local office and a species list which fulfills this requirement can
only be obtained by requesting an official species list from either the Regulatory Review section in
IPaC (see directions below) or from the local field office directly.
For project evaluations that require USFWS concurrence/review, please return to the IPaC website
and request an official species list by doing the following:
1. Draw the project location and click CONTINUE.
2. Click DEFINE PROJECT.
3. Login (if directed to do so).
4. Provide a name and description for your project.
5. Click REQUEST SPECIES LIST.
Listed species and their critical habitats are managed by the Ecological Services Program of the U.S.
Fish and Wildlife Service (USFWS) and the fisheries division of the National Oceanic and Atmospheric
Administration (NOAA Fisheries ).
Species and critical habitats under the sole responsibility of NOAA Fisheries are not shown on this
list. Please contact NOAA Fisheries for species under their jurisdiction.
1. Species listed under the Endangered Species Act are threatened or endangered; IPaC also shows
species that are candidates, or proposed, for listing. See the listing status page for more
information. IPaC only shows species that are regulated by USFWS (see FAQ).
2. 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.
The following species are potentially affected by activities in this location:
Mammals
NAM E
STATUS
https://ecos.fws.gov/ipac/location/MESZW2HIJVGGBKFLC4SZP52YHI/resources 2/10

6/21/2021 IPaC: Explore Location resources
Carolina Northern Flying Squirrel Glaucomys sabrinus coloratus Endangered
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/2657
Gray Bat Myotis grisescens
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/6329
Endangered
Northern Long-eared Bat Myotis septentrionalis Threatened
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/9045
Reptiles°\13
NAME STAT
Bog Turtle Clemmys muhlenbergii SAT
I a 1S\
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/6962
Clams
NAME s STATUS
Appalachian Elktoe Alasm' onta raveneliana
Wherever found
There is final critical habitat for this species. Your location overlaps
the critical habitat.
https://ecos.fy s.gov cp/species/5039
Endangered
Flowering Plants
NYE STATUS
Mountain Sweet Pitcher -plant Sarracenia rubra ssp. jonesii Endangered
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/4283
Small Whorled Pogonia Isotria medeoloides
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/1890
Threatened
https://ecos.fws.gov/ipac/location/MESZW2HIJVGGBKFLC4SZP52YHI/resources 3/10

6/21/2021 IPaC: Explore Location resources
Rock Gnome Lichen Gymnoderma lineare
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/3933
Critical habitats
Swamp Pink Helonias bullata
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/4333
Virginia Spiraea Spiraea virginiana
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/1728
Lichens
Threatened
Threatened
NAME STATUS
Endangered
Oc\O
ftio
Potential effects to critical habitat(s) in this location must be analyzed along with the endangered
species themselves. •..i
This location overlaps the critical habitat for the following species:
NAME TYPE
Appalachian Elktoe Alasmidonta raveneliana Final
https://ecos.fws.gov/ecp/species/t039#crithab
eke:4°c
Migratory birds
Certain birds are protected under the Migratory Bird Treaty Act and the Bald and Golden Eagle
Protection Act.
Any person or organization who plans or conducts activities that may result in impacts to migratory
birds, eagles, and their habitats should follow appropriate regulations and consider implementing
appropriate conservation measures, as described below.
1. The Migratory Birds Treaty Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
Additional information can be found using the following links:
• Birds of Conservation Concern http://www.fws.gov/birds/management/managed-species/
birds-of-conservation-concern.php
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6/21/2021 IPaC: Explore Location resources
• Measures for avoiding and minimizing impacts to birds
http://www.fws.gov/birds/management/project-assessment-tools-and-guidance/
conservation-measures.php
• Nationwide conservation measures for birds
http://www.fws.gov/migratorybirds/pdf/management/nationwidestandardconservationmeasures.pdf
The birds listed below are birds of particular concern either because they occur on the USFWS Birds
of Conservation Concern (BCC) list or warrant special attention in your project location. To learn
more about the levels of concern for birds on your list and how this list is generated, see the FAQ
below. This is not a list of every bird you may find in this location, nor a guarantee that every bird on
this list will be found in your project area. To see exact locations of where birders and the general
public have sighted birds in and around your project area, visit the E-bird data mapping tool (Tip:
enter your location, desired date range and a species on your list). For projects that occur off the
Atlantic Coast, additional maps and models detailing the relative occurrence and abundance of bird
species on your list are available. Links to additional information about Atlantic Coast birds, and
other important information about your migratory bird list, including how to properly interpret and
use your migratory bird report, can be found below.
For guidance on when to schedule activities or implement avoidance and minimization measures to
reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE SUMMARY at
the top of your list to see when these birds are most likely to be present and breeding in your
project area.
NAME
Wood Thrush Hylocichla mustelina
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
Yellow -bellied Sapsucker sphyrapicus varius
This is a Bird of Conservation Concern (BCC) only in particular Bird
Conservation Regions (BCRs) in the continental USA
https://ecos.fws.gov/ecp/species/8792
Probability of Presence Summary
Nor
BREEDING SEASON (IF A
BREEDING SEASON IS INDICATED
FOR A BIRD ON YOUR LIST, THE
BIRD MAY BREED IN YOUR
PROJECT AREA SOMETIME WITHIN
THE TIMEFRAME SPECIFIED,
WHICH IS A VERY LIBERAL
ESTIMATE OF THE DATES INSIDE
WHICH THE BIRD BREEDS
ACROSS ITS ENTIRE RANGE.
"BREEDS ELSEWHERE" INDICATES
THAT THE BIRD DOES NOT LIKELY
BREED IN YOUR PROJECT AREA.)
Breeds May 10 to Aug 31
Breeds May 10 to Jul 15
https://ecos.fws.gov/ipac/location/MESZW2HIJVGGBKFLC4SZP52YHI/resources 5/10

6/21/2021 IPaC: Explore Location resources
The graphs below provide our best understanding of when birds of concern are most likely to be
present in your project area. This information can be used to tailor and schedule your project
activities to avoid or minimize impacts to birds. Please make sure you read and understand the FAQ
"Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting to
interpret this report.
Probability of Presence ( )
Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your
project overlaps during a particular week of the year. (A year is represented as 12 4-week months.)
A taller bar indicates a higher probability of species presence. The survey effort (see below) can be
used to establish a level of confidence in the presence score. One can have higher confidence in the
presence score if the corresponding survey effort is also high.
How is the probability of presence score calculated? The calculation is done in three steps:
1. The probability of presence for each week is calculated as the number of survey events in the
week where the species was detected divided by the total number of survey events for that
week. For example, if in week 12 there were 20 survey events and the Spotted Towhee was
found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is 0.25.
2. To properly present the pattern of presence across the year, the relative probability of presence
is calculated. This is the probability of presence divided by the maximum probability of presence
across all weeks. For example, imagine the probability of presence in week 20 for the Spotted
Towhee is 0.05, and that the probability of presence at week 12 (0.25) is the maximum of any
week of the year. The relative probability of presence on week 12 is 0.25/0.25 = 1; at week 20 it is
0.05/0.25 = 0.2. A
3. The relative probability of presence calculated in the previous step undergoes a statistical
conversion so that all possible values fall between 0 and 10, inclusive. This is the probability of
presence score.
To see a bar's probability of presence score, simply hover your mouse cursor over the bar.
Breeding Season ( )
Yellow bars denote a very liberal estimate of the time -frame inside which the bird breeds across its
entire range. If there are no yellow bars shown for a bird, it does not breed in your project area.
Survey Effort (I)
Vertical black lines superimposed on probability of presence bars indicate the number of surveys
performed for that species in the 10km grid cell(s) your project area overlaps. The number of
surveys is expressed as a range, for example, 33 to 64 surveys.
To see a bar's survey effort range, simply hover your mouse cursor over the bar.
No Data ( )
A week is marked as having no data if there were no survey events for that week.
Survey Timeframe
Surveys from only the last 10 years are used in order to ensure delivery of currently relevant
information. The exception to this is areas off the Atlantic coast, where bird returns are based on all
years of available data, since data in these areas is currently much more sparse.
probability of presence breeding season survey effort no data
https://ecos.fws.gov/ipac/location/MESZW2HIJVGGBKFLC4SZP52YHI/resources 6/10

6/21/2021 IPaC: Explore Location resources
SPECIES
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Wood Thrush
BCC Rangewide
(CON) (This is a
Bird of
Conservation
Concern (BCC)
throughout its
range in the
continental USA
and Alaska.)
Yellow -bellied
Sapsucker
BCC - BCR (This is a
Bird of
Conservation
Concern (BCC) only
in particular Bird
Conservation
Regions (BCRs) in
the continental
USA)
-- Ill 1111 IlL
- -- -- -III 1111 III-
----
<P
o�
Tell me more about conservation measures I can implement to avoid or minimize impacts to migratory birds.
Nationwide Conservation Measures describes measures that can help avoid and minimize impacts to all birds at
any location year round. Implementation of these measures is particularly important when birds are most likely to
occur in the project area. When birds may be breeding in the area, identifying the locations of any active nests and
avoiding their destruction is a very helpful impact minimization measure. To see when birds are most likely to
occur and be breeding in your project area, view the Probability of Presence Summary. Additional measures or
permits may be advisable depending on the type of activity you are conducting and the type of infrastructure or
bird species present on your project site.
What does IPaC use to generate the migratory birds potentially occurring in my specified location?
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern (BCC) and other species
that may warrant special attention in your project location.
The migratory bird list generated for your project is derived from data provided by the Avian Knowledge Network
(AKN). The AKN data is based on a growing collection of survey, banding, and citizen science datasets and is
queried and filtered to return a list of those birds reported as occurring in the 10km grid cell(s) which your project
intersects, and that have been identified as warranting special attention because they are a BCC species in that
area, an eagle (Eagle Act requirements may apply), or a species that has a particular vulnerability to offshore
activities or development.
Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not
representative of all birds that may occur in your project area. To get a list of all birds potentially present in your
project area, please visit the AKN Phenology Tool.
What does IPaC use to generate the probability of presence graphs for the migratory birds potentially
occurring in my specified location?
The probability of presence graphs associated with your migratory bird list are based on data provided by the
Avian Knowledge Network (AKN). This data is derived from a growing collection of survey, banding, and citizen
science datasets .
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6/21/2021 IPaC: Explore Location resources
Probability of presence data is continuously being updated as new and better information becomes available. To
learn more about how the probability of presence graphs are produced and how to interpret them, go the
Probability of Presence Summary and then click on the "Tell me about these graphs" link.
How do I know if a bird is breeding, wintering, migrating or present year-round in my project area?
To see what part of a particular bird's range your project area falls within (i.e. breeding, wintering, migrating or
year-round), you may refer to the following resources: The Cornell Lab of Ornithology All About Birds Bird Guide, or
(if you are unsuccessful in locating the bird of interest there), the Cornell Lab of Ornithology Neotropical Birds
guide. If a bird on your migratory bird species list has a breeding season associated with it, if that bird does occur
in your project area, there may be nests present at some point within the timeframe specified. If "Breeds
elsewhere" is indicated, then the bird likely does not breed in your project area.
What are the levels of concern for migratory birds?
Migratory birds delivered through IPaC fall into the following distinct categories of concern:
1. BCC Rangewide birds are Birds of Conservation Concern (BCC) that are of concern throughout their rang
111‘
anywhere within the USA (including Hawaii, the Pacific Islands, Puerto Rico, and the Virgin Islands);
2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation Regions (BCRs) in the
continental USA; and ! Viik}
3. "Non -BCC - Vulnerable" birds are not BCC species in your project area, but appear on your list either because of
the Eagle Act requirements (for eagles) or (for non -eagles) potential susceptibilities in offshore areas from
certain types of development or activities (e.g. offshore energy development or longline fishing).
Although it is important to try to avoid and minimize impacts to all birds, efforts should be made, in particular, to
avoid and minimize impacts to the birds on this list, especially eagles and BCC species of rangewide concern. For
more information on conservation measures you can implement to help avoid and minimize migratory bird
impacts and requirements for eagles, please see the FAQs for these topics.
Details about birds that are potentially affected by offshore projects
For additional details about the relative occurrence and abundance of both individual bird species and groups of
bird species within your project area off the Atlantic Coast, please visit the Northeast Ocean Data Portal. The Portal
also offers data and information about other taxa besides birds that may be helpful to you in your project review.
Alternately, you may download the bird model results files underlying the portal maps through the NOAA NCCOS
Integrative Statistical Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic
Gvt er Continental Shelf project webpage.
Bird tracking data can also provide additional details about occurrence and habitat use throughout the year,
including migration. Models relying on survey data may not include this information. For additional information on
marine bird tracking data, see the Diving Bird Study and the nanotag studies or contact Caleb Spiegel or Pam
Loring.
What if I have eagles on my list?
If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid violating the
Eagle Act should such impacts occur.
Proper Interpretation and Use of Your Migratory Bird Report
The migratory bird list generated is not a list of all birds in your project area, only a subset of birds of priority
concern. To learn more about how your list is generated, and see options for identifying what other birds may be
in your project area, please see the FAQ "What does IPaC use to generate the migratory birds potentially occurring
in my specified location". Please be aware this report provides the "probability of presence" of birds within the 10
km grid cell(s) that overlap your project; not your exact project footprint. On the graphs provided, please also look
https://ecos.fws.gov/ipac/location/M ESZW2H IJVGGB KFLC4SZP52YH I/resources
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6/21/2021 IPaC: Explore Location resources
carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no data" indicator (a
red horizontal bar). A high survey effort is the key component. If the survey effort is high, then the probability of
presence score can be viewed as more dependable. In contrast, a low survey effort bar or no data bar means a lack
of data and, therefore, a lack of certainty about presence of the species. This list is not perfect; it is simply a starting
point for identifying what birds of concern have the potential to be in your project area, when they might be there,
and if they might be breeding (which means nests might be present). The list helps you know what to look for to
confirm presence, and helps guide you in knowing when to implement conservation measures to avoid or
minimize potential impacts from your project activities, should presence be confirmed. To learn more about
conservation measures, visit the FAQ "Tell me about conservation measures I can implement to avoid or minimize
impacts to migratory birds" at the bottom of your migratory bird trust resources page.
Facilities
National Wildlife Refuge lands
\011°11'
Any activity proposed on lands managed by the National Wildlife Refuge system must undergo a
'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to
discuss any questions or concerns.
THERE ARE NO REFUGE LANDS AT THIS LOCATION.
Fish hatcheries
THERE ARE NO FISH HATCHERIES AT THIS LOCATION.
Wetlands in the National Wetlands Inventory
Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section 404
of the Clean Water Act, or other State/Federal statutes.
For more information please contact the Regulatory Program of the local U.S. Army Corps of
Engineers District.
Please note that the NWI data being shown may be out of date. We are currently working to update
our NWI data set. We recommend you verify these results with a site visit to determine the actual
extent of wetlands on site.
This location overlaps the following wetlands:
RIVERINE
R3UBH
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A full description for each wetland code can be found at the National Wetlands Inventory website
Data limitations
The Service's objective of mapping wetlands and deepwater habitats is to produce reconnaissance level
information on the location, type and size of these resources. The maps are prepared from the analysis of high
altitude imagery. Wetlands are identified based on vegetation, visible hydrology and geography. A margin of error
is inherent in the use of imagery; thus, detailed on -the -ground inspection of any particular site may result in
revision of the wetland boundaries or classification established through image analysis.
The accuracy of image interpretation depends on the quality of the imagery, the experience of the image analysts,
the amount and quality of the collateral data and the amount of ground truth verification work conducted.
Metadata should be consulted to determine the date of the source imagery used and any mapping problems.
Wetlands or other mapped features may have changed since the date of the imagery or field work. There may be
occasional differences in polygon boundaries or classifications between the information depicted on the map and
the actual conditions on site.
Data exclusions
.nN
Certain wetland habitats are excluded from the National mapping program because of the limitations of aerial
imagery as the primary data source used to detect wetlands. These habitats include seagrasses or submerged
aquatic vegetation that are found in the intertidal and subtidal zones of estuaries and nearshore coastal waters.
Some deepwater reef communities (coral or tuberficid worm reefs) have also been excluded from the inventory.
These habitats, because of their depth, go undetected by aerial imagery. v.
,4)
Data precautions
_.Ar‘o
Federal, state, and local regulatory agencies with jurisdiction over wetlands may define and describe wetlands in a
different manner than that used in this inventory. There is no attempt, in either the design or products of this
inventory, to define the limits of proprietary jurisdiction of any Federal, state, or local government or to establish
the geographical scope of the regulatory programs of government agencies. Persons intending to engage in
activities involving modifications within or adjacent to wetland areas should seek the advice of appropriate federal,
state, or local agencies concerning specified agency regulatory programs and proprietary jurisdictions that may
affect such activities.
\AO
https://ecos.fws.gov/ipac/location/MESZW2HIJVGGBKFLC4SZP52YHI/resources 10/10

• ■■■
■■ • NC DEPARTMENT OF
tt ■
■ ■W.. NATURAL AND CULTURAL RESOURCES
• ■■■
June 8, 2022
Katy Christie
Kleinfelder
9008 Perimeter Woods Drive
Charlotte, NC 28216
RE: DENC - Everette Road: 202213792.001A
Dear Katy Christie:
Roy Cooper, Governor
D_ Reid Wilson, Secretary
Misty Buchanan
Deputy Director, Natural Heritage Program
NCNHDE-18214
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, and/or conservation/managed areas within the proposed project
boundary. These results are presented in the attached `Documented Occurrences' tables and map.
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 documented within the project area or 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/Di rectory/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.
Also please note that the NC Natural Heritage Program may follow this letter with additional
correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund
easement, or an occurrence of a Federally -listed species is 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
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
C) 121 W. JONES STREET. RALEIGH. NC 27603 • 1CS1 MAIL SERVICE CENTER. RALEIGH. NC 27699
OFC 919.707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
DENC - Everette Road
Project No. 202213792.001A
June 8, 2022
NCNHDE-18214
Element Occurrences Documented Within Project Area
Taxonomic EO ID Scientific Name Common Name Element Accuracy Federal State Global State
Group Observation Occurrence Status tatus Rank Rank
i an Date Rank
Amphibian 11980 Necturus maculosus Mudpuppy 2012-02-16 E 3-Medium Special G5 S2
Concern
Crustacean 8319 Cambarus reburrus French Broad River 2020-07-09 E 3-Medium Significantly G3 S2
Crayfish Rare
Freshwater 19162 Alasmidonta Appalachian Elktoe 2020-11-05 AB 3-Medium Endangered Endangered G1 S1
Bivalve raveneliana
Freshwater 8950 Fusconaia subrotunda Longsolid 2020-11-05 E 3-Medium Proposed Endangered G3 S1
Bivalve Threatened
Freshwater 16659 Strophitus undulatus Creeper 2020-11-05 E 3-Medium --- Threatened G5 S3
Bivalve
Natural Areas Documented Within Project Area
Site Na
FRB/Little River Aquatic Habitat
Representational Rating Collective Rating
R1 (Exceptional) C3 (High)
Managed Areas Documented Within Project Area*
Managed Area Name Owner
USFWS Critical Habitat - Appalachian Elktoe US Fish and Wildlife Service
Owner Type
Federal
NOTE: If the proposed project intersects with a conservation/managed area, please contact the landowner directly for additional information. If the project intersects with a Dedicated Nature Preserve
(DNP), Registered Natural Heritage Area (RHA), or Federally -listed species, NCNHP staff may provide additional correspondence regarding the project.
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.ora/help. Data query generated on June 8, 2022; source: NCNHP, Q1, April 2022. 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 5

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
DENC - Everette Road
Project No. 202213792.001A
June 8, 2022
NCNHDE-18214
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic
Group
Amphibian
Amphibian
Amphibian
EO ID
37513
27963
11980
Crustacean 8319
Dragonfly or
Damselfly
Dragonfly or
Damselfly
Freshwater 19162
Bivalve
Freshwater
Bivalve
Freshwater
Bivalve
Freshwater
Bivalve
Freshwater
Bivalve
Freshwater Fish11061
Natural 28900
Community
Natural 28915
Community
Natural 30312
Community
29517
Scientific Name
Aneides aeneus
Cryptobranchus
alleganiensis
alleganiensis
Necturus maculosus
Cambarus reburrus
33444 Calopteryx amata
Common Name
Green Salamander
Eastern Hellbender
Mudpuppy
French Broad River
Crayfish
Superb Jewelwing
Observation
Date
2011-06-06
2020-06-24
2012-02-16
2020-07-09
2004-Pre
5834 Macromia margarita Mountain River Cruiser 1941-06-20
Alasmidonta
raveneliana
Alasmidonta viridis
Appalachian Elktoe
Slippershell Mussel
8950 Fusconaia subrotunda Longsolid
5791 Pleurobema oviforme Tennessee Clubshell
16659 Strophitus undulatus Creeper
Polyodon spathula Paddlefish
Acidic Cove Forest
(Typic Subtype)
Chestnut Oak Forest
(Dry Heath Subtype)
Chestnut Oak Forest
(Mesic Subtype)
2020-11-05
2020-11-05
2020-11-05
2019-05-23
2020-11-05
1983
2010
2010
Element
Occurrence
Rank
E
E
Accu racy
3-Medium
3-Medium
E 3-Medium
E 3-Medium
H? 5-Very
Low
H 3-Medium
AB 3-Medium
E 3-Medium
E
E
E 3-Medium
H 4-Low
C 2-High
BC 3-Medium
2010 BC
Federal
Status
State Global State
Status Rank Rank
i 1
Threatened G3G4 S2S3
Special G3T2 S3
Concern
Special G5 S2
Concern
Significantly G3 S2
Rare
Significantly G5 S1S2
Rare
Significantly G3 S2?
Rare
Endangered Endangered G1 S1
3-Medium Proposed
Threatened
3-Medium
Endangered G4G5 S1
Endangered G3 S1
Endangered G2G3 S1
Threatened G5 S3
Endangered G4 SX
G5 S4
G5 S5
3-Medium G4 S3S4
Page 3 of 5

Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name
up
Last Element Accuracy
Obser n Occurrence
Rank
Federal
Status
State Global State
Status Rank Rank
Natural 29069 Rich Cove Forest
Community (Montane Intermediate
Subtype)
Vascular Plant 25168 Dendrolycopodium
dendroideum
Vascular Plant 24492 Hexastylis
rhombiformis
Vascular Plant 34140 Hexastylis
rhombiformis
2007-03 CD
Prickly Ground -pine 1949-Pre H
French Broad
Heartleaf
French Broad
Heartleaf
2006-08-30 C
2013-04-16 E
Natural Areas Documented Within a One -mile Radius of the Project Area
Site NL-rilloresentational Rating
FRB/Little River Aquatic Habitat R1 (Exceptional)
Eagle's Nest/Hart Branch R5 (General)
Managed Areas Documented Within a One -mile Radius of the Project Area
anage Area ame
USFWS Critical Habitat - Appalachian Elktoe
NC Land and Water Fund Conservation Agreement
NC Land and Water Fund Project
NC Land and Water Fund Project
Conserving Carolina Easement
Conserving Carolina Easement
Conserving Carolina Easement
•
US Fish and Wildlife Service
NC DNCR, NC Land and Water
NC DNCR, NC Land and Water
NC DNCR, NC Land and Water
Conserving Carolina
Conserving Carolina
Conserving Carolina
Fund
Fund
Fund
2-High
5-Very
Low
2-High
2-High
Collective Rating
C3 (High)
C4 (Moderate)
Owner Type
Federal
State
State
State
Private
Private
Private
G4 S4
Significantly G5 S2
Rare
Peripheral
Significantly G3 S3
Rare Limited
Significantly G3 S3
Rare Limited
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.ora/help. Data query generated on June 8, 2022; source: NCNHP, Q1, April 2022. 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 4 of 5

June 8, 2022
Managed Area (MAREA)
❑ NHP Natural Area (NHNA)
❑ Buffered Project Boundary
❑ Project Boundary
NCNHDE-18214: DENC - Everette Road
Sources: Esri, Airbus DS. USGS. NGA. NASA, CGIAR. N Robinson. NCEAS,
NLS, OS, NMA, Geodatastyrelseo, Rijkswaterstaat, GSA, Geoland, FEMA,
Intermap and the GIS user community
Sources: Esri, HERE, Garmin, FAO, NOAA, USGS, © OpenStreetMap
contributors, and the GIS User Community
Page 5 of 5

KLE/NFELOER
Bright People. Right Solutions.
APPENDIX D
Threatened and Endangered Species
Habitat Assessment

KL EI VFEL DER
Bright People. Right Solutions.
DENC Everett Road
Threatened and Endangered Species Habitat Assessment
April 28, 2022
Methodologies: A desktop review was conducted where available online data was collected and
evaluated such as the USFWS IPaC and the North Carolina Natural Heritage Program (NCNHP)
(Appendix B). The desktop review identified several listed species with the potential to occur
within the Delineation Boundary (Figure 7) and it also revealed that the Little River, which is
adjacent to the unnamed stream where the proposed project will occur, is critical habitat for the
Appalachian elktoe (Figure 8). In addition, a field review was conducted on April 28, 2022, by a
Kleinfelder scientist experienced in performing mussel surveys. The purpose of the field review
was to investigate suitable habitat for listed species, including the Appalachian elktoe, within the
Delineation Boundary. During the field review, the Delineation Boundary was canvassed for direct
observations of listed species or signs of their presence, including trails, tracks, scats, nests
(cavity or stick), burrows, or calls. This was a field review level assessment; many species have
specific protocols to determine their presence or absence and such surveys were not conducted.
Therefore, Kleinfelder can only provide an opinion on the presence or absence of suitable habitat
for listed species. Table 1 below lists the seven (7) federally listed species that were determined,
through the IPaC to have the potential to occur within the Delineation Boundary:
TABLE 1: FEDERALLY LISTED SPECIES
r Potentially
Common Name Federal Suitable
Habitat Requirements
(Scientific name) Status Habitat within
Review Area?
MAMMALS
Carolina Northern
Flying Squirrel
(Glaucomys sabrinus
coloratus)
E
Cool, wet boreal and deciduous forests of
North Carolina's high mountains.
Not Present
Gray Bat
(Myotis grisescens)
E
Roost sites are nearly exclusively restricted to
caves throughout the year though only a few
percent of available caves are suitable.
Not Present
Northern Long-eared
Bat
(Myotis septentrionalis)
T
Roost singly or in colonies underneath bark, in
cavities, or in crevices of both live and dead
trees.
Not Present
REPTILES
Bog Turtle
(Glyptemys
muhlenbergii)
SAT
Slow, shallow, muck -bottomed rivulets of
sphagnum bogs, calcareous fens,
marshy/sedge-tussock meadows, spring
seeps, wet cow pastures, and shrub swamps;
Not Present
202213792.001A Page 1 of 11 June 10, 2022
© 2022 Kleinfelder www.kleinfelder.com
KLEINFELDER 9009 Perimeter Woods Drive, Suite H, Charlotte, NC 28216 p 1 704.598.1049 f 1704.598.1050

TABLE 1: FEDERALLY LISTED SPECIES
Potentially
Common Name Federal Suitable
Habitat Requirements
(Scientific name) Status Habitat within
Review Area?
i
the habitat usually contains an abundance of
sedges or mossy cover.
PLANTS
Mountain Sweet
Pitcher -plant
(Sarracenia rubra ssp.
jonesii)
E
Seepage -fed depression bogs with flat to
gently sloping topography in valley bottoms
that are not subject to flooding.
Not Present
Small Whorled Pogonia
(lsotria medeoloides)
T
Old hardwood stands of beech, birch, maple,
oak and hickory with an open understory.
Acidic soils with thick layer of dead leaves.
Not Present
Swamp Pink
(Helonias bullata)
T
Wetlands along streams and seepage areas in
freshwater swamps.
Not Present
Virginia Spiraea
(Spiraea virginiana)
T
Occurs along rivers, streams, and relies of
periodic disturbances (i.e. flooding) that
removes vegetative competition.
Not Present
MUSSELS
Appalachian Elktoe
(Alasmidonta
raveneliana)
E
Medium to large streams with clean, swift
waters with stable gravel, or sand and gravel
substrate.
Not Present
LICHENS
Rock Gnome Lichen
(Gymnoderma lineare)
E
Found in areas of high humidity, either on
high -elevation cliffs, where it is frequently
bathed in fog, or in deep river gorges at lower
elevations.
Not Present
Legend:
E = Endangered
T = Threatened
C = Candidate
SAT = Threatened due to Similarity of Appearance
Site Review Findings:
Appalachian Elktoe Critical Habitat
Stream SF was evaluated for the presence of Appalachian Elktoe habitat. This species does have
designated critical habitat within the Litter River, adjacent to the project area. Stream SF, as
shown on Figure 7, had a wetted average width of 3-feet and confluence to the Little River. Stream
SF had a bankfull average width of 5-feet and a water depth of 4-inches. Stream SF had
significant erosional areas along the stream bank that could potentially contribute to a
eutrophication effect in the stream, which would lead to low DO levels. Stream SF turns southwest
202213792.001A Page 2 of 11 June 10, 2022
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at the field edge and runs parallel to the Little River but in an opposite flow direction. Stream SF
then turns northwest at a right angle and flows approximately 10 more feet to its confluence with
the Little River. Stream SF is <2' wide at its confluence with the Little River.
Stream SF is mostly a suitable stream for a variety of aquatic species, however the Kleinfelder
scientist did not find any mollusks in this stream within the entire reach that was investigated.
Stream SF had poor water quality and excessive algae growth. This may be due to the directly
adjacent agricultural row crops and likely chemical runoff.
It is Kleinfelder's opinion that Stream SF is not suitable habitat due to stream size, stream velocity,
algal growth, and poor water quality. Stability of the substrate appears to be critical to the
Appalachian elktoe and the species is seldom found in stream reaches with accumulations of silt
or shifting sand, gravel, or cobble. Individuals that have been encountered in these areas are
believed to have been scoured out of upstream areas during periods of heavy rain and have not
been found on subsequent surveys (Service, 2001). Additionally, the proposed project within
Stream SF will incorporate best management practices to prevent sediment loss during
construction. This includes the construction of temporary coffer dams and the installation of silt
fences around the temporary workspace. Flow from Stream SF will be diverted around the
workspace and construction will be performed in dry conditions.
Other Listed Species
The Carolina Northern Flying Squirrel habitat requirements are cool, wet boreal and deciduous
forests of North Carolina's high mountains. It prefers a mix of conifers (red spruce, Fraser fir,
Eastern hemlock) and northern hardwood trees (yellow birch, buckeye, sugar maple). It forages
in the conifers and dens in hardwood trees. Dens are found in live and dead trees, old woodpecker
cavities, rotted knotholes where branches have broken off, hollow and split tree trunks, and
subterranean rock dens. They build a distinctive nest of finely -shredded yellow birch bark that
may be used for denning or rearing young. They also construct stick nests called dreys, lined with
shredded birch bark, in the dense foliage of conifer limbs and occasionally in hardwoods. In North
Carolina the squirrel is isolated in small populations on the highest mountains (Commission, n.d.).
The project area consists of an existing maintained easement surrounded by open fields. The
project area is not located in the published range maps where the flying squirrel is isolated to and
the tree species requirement is not met in the project area, therefore, it is Kleinfelder's opinion
that there is no suitable habitat.
The Gray Bat habitat requirements are nearly exclusively restricted to caves with very specific
roost requirements. 95% percent of the population hibernates in less than 20 caves (Resources,
2022). According to the North Carolina Bat Working Group, there are no known gray bat roosts in
North Carolina, but their occurrence has been documented by mist nets and acoustic surveys.
(Group, 2013). Furthermore, according to the NC Biodiversity Project, there has been no Gray
Bat occurrences documented in Transylvania County (Project, 2022). There are no caves within
the project area, therefore it is Kleinfelder's opinion that there is no suitable habitat.
The Northern Long -Eared Bat habitat requirements for bat colonies are underneath bark, in
cavities, or in crevices of both live and dead trees. They generally prefer moderate to heavy
forests with creeks and other water sources nearby. According to the NC Biodiversity Project,
there has been only one Northern Long -Eared Bat occurrence in Transylvania County (Project,
2022). There are no large trees or trees with shaggy bark that would provide summer roosting
habitat. Additionally, the project area consists of a low -quality stream, low -density residential
202213792.001A Page 3 of 11 June 10, 2022
© 2022 Kleinfelder www.kleinfelder.com
KLEINFELDER 9009 Perimeter Woods Drive, Suite H, Charlotte, NC 28216 p 1 704.598.1049 f i 704.598.1050

housing, agricultural row crops, and a maintained pipeline easement. Therefore, it is Kleinfelder's
opinion that there is no suitable habitat.
The Bog Turtle habitat requirements are sphagnum bogs, calcareous fens, marshy/sedge-
tussock meadows, spring seeps, wet cow pastures, and shrub swamps; the habitat usually
contains an abundance of sedges or mossy cover. Bog turtles are found in wetland habitats with
specific soil types and hydrology (Transportation, n.d.). The project area contains no wetlands
and consists of a low -quality stream, low -density residential housing, agricultural fields, and a
maintained pipeline easement. Therefore, it is Kleinfelder's opinion that there is no suitable
habitat.
The Mountain Sweet Pitcher -Plant habitat requirements are seepage -fed depression bogs with
flat to gently sloping topography in valley bottoms that are not subject to flooding. It is endemic to
the Blue Ridge Mountains of North and South Carolina and is found along stream banks and in
shrub -dominated, seepage -fed mountain bogs (Southern Appalachian Bog Southern Subtype).
Both stream bank and bog habitats are usually situated along intermittently exposed to
infrequently flooded level depressions associated with valley floodplains. These habitats, typically
on soils of the Toxaway or Hatboro series, contain deep, poorly drained, saturated soils of loam,
sand, and silt with a high organic matter content and medium to high acidity (Transportation,
2021). The project area consists of a low -quality stream, low -density residential housing,
agricultural fields, and a maintained pipeline easement. Additionally, the NCNHP database search
did not report this species within a one -mile radius of the project area, therefore, it is Kleinfelder's
opinion that there is no suitable habitat.
The Small Whorled Pogonia habitat requirements are old hardwood stands of beech, birch,
maple, oak and hickory with an open understory. In North Carolina, the perennial orchid is typically
found in open, dry deciduous woods and is often associated with white pine and rhododendron.
The species may also be found on dry, rocky, wooded slopes; moist slopes; ravines lacking
stream channels; or slope bases near braided channels of vernal streams. The orchid, often
limited by shade, requires small light gaps or canopy breaks, and typically grows under canopies
that are relatively open or near features like logging roads or streams that create long -persisting
breaks in the forest canopy (Transportation, 2021). Additionally, the NCNHP database search did
not report this species within a one -mile radius of the project area, therefore, it is Kleinfelder's
opinion that there is no suitable habitat.
The Swamp Pink habitat requirements are wetlands along streams and seepage areas in
freshwater swamps. It occurs in clonal clumps in a variety of groundwater- influenced wetland
habitats including southern Appalachian bogs and swamps, Atlantic white cedar swamps,
swampy forests bordering meandering small streams, boggy meadows, headwater wetlands, and
spring seepage areas. The perennial herb requires a constantly saturated, but not flooded, water
supply. The plant often grows on hummocks formed by trees, shrubs, and sphagnum moss, and
exhibits varying degrees of shade tolerance. Swamp pink occurs in acidic soils that contain a very
thin layer of decomposed organic matter over a dark silt loam and a subsoil of sand, loam, and
gravel (Transportation, 2021). Additionally, the NCNHP database search did not report this
species within a one -mile radius of the project area, therefore, it is Kleinfelder's opinion that there
is no suitable habitat.
The Virginia Spiraea habitat requirements are rivers, streams, and it relies of periodic
disturbances (i.e. flooding) that removes vegetative competition. It occurs in flood -scoured, high -
gradient sections of rocky river banks of second and third order streams, often in gorges or
canyons. This perennial shrub grows in sunny areas on moist, acidic soils, primarily over
202213792.001A Page 4 of 11 June 10, 2022
© 2022 Kleinfelder www.kleinfelder.com
KLEINFELDER 9009 Perimeter Woods Drive, Suite H, Charlotte, NC 28216 p 1 704.598.1049 f i 704.598.1050

sandstone. The shrub tends to be found in thickets with little arboreal or herbaceous competition
along early successional areas that rely on periodic disturbances such as high -velocity scouring
floods to eliminate such competition. Virginia spiraea also occurs on meander scrolls and point
bars, natural levees, and other braided features of lower stream reaches, often near the stream
mouth. Scoured, riverine habitat sites are found where deposition occurs after high water flows,
such as on floodplains and overwash islands, rather than along areas of maximum erosion.
Occurrences in depositional habitats are found among riparian debris piles, on fine alluvial sand
and other alluvial deposits, or between boulders (Transportation, 2021). Additionally, the NCNHP
database search did not report this species within a one -mile radius of the project area, therefore,
it is Kleinfelder's opinion that there is no suitable habitat.
The Rock Gnome Lichen only grows in areas with a great deal of humidity, such as high elevations
above 5,000 feet where there is often fog, or in deep river gorges at lower elevations. Habitat is
restricted to vertical rock faces occasionally exposed to seepage water. It does well on moist,
generally open sites with northern exposures but needs partial canopy coverage on southern or
western aspect because it is intolerant of high -intensity solar radiation. It prefers high -elevation
coniferous forests, red spruce and Fraser fir, usually on rocky outcrop or cliff habitat. The project
area is in the lower mountain elevations. Additionally, the NCNHP database search did not report
this species within a one -mile radius of the project area, therefore, it is Kleinfelder's opinion that
there is no suitable habitat.
References
Commission, N. C. (n.d.). Carolina Northern Flying Squirrel - North Carolina Wildlife Profiles.
Retrieved from
https://www. ncwildlife.org/portals/0/Learning/documents/Profiles/N Fsquirrel.pdf#:—:text=
Habitats%20and%20Habits.%20The%20northern%20%EF%AC%82ying%20squirrel%2
0inhabits,hardwood%20trees%20%28yellow%20birch%2C%20buck-
%20eye%2C%20sugar%20maple%29.
Group, N. C. (2013). Gray Bat. Retrieved from Bats of North Carolina:
https://www.ncbwg.org/gray-bat-myotis-grisescens/
Project, N. B. (2022). Northern Long -Eared Bat. Retrieved from Mammals of North Carolina:
their Distribution and Abundance:
https://authl.dpr.ncparks.gov/mammals/view.php?species_id=28
Resources, K. D. (2022, 06). Gray Bat. Retrieved from https://fw.ky.gov/Wildlife/Pages/Gray-
Bat.aspx#:—:text=Habitat%3A%20Gray%20bats%20are%20restricted%20to%20caves%
20or,the%20populations%20hibernating%20in%201ess%20than%2020%20caves.
Service, F. a. (2001). Endangered and Threatened Wildlife and Plants; Proposed Designation of
Critical Habitat for the Appalachian Elktoe. Retrieved from Federal Register: The Daily
Journal of the United States Government:
https://www.federalregister.gov/documents/2001 /02/08/01-3128/endangered-and-
threatened-wildlife-and-plants-proposed-designation-of-critical-habitat-for-the
Transportation, N. C. (2021). Mountain Sweet Pitcher Plant - Potential Habitat, March 2021 - .
Retrieved from
https://xfer.services.ncdot.gov/gisdot/AtlasMetadata/Mountain%20Sweet%20Pitcher%20
Plant.pdf
202213792.001A Page 5 of 11 June 10, 2022
© 2022 Kleinfelder www.kleinfelder.com
KLEINFELDER 9009 Perimeter Woods Drive, Suite H, Charlotte, NC 28216 p 1 704.598.1049 f i 704.598.1050

Transportation, N. C. (2021). Small Whorled Pogonia- Potential Habitat, March 2021 - NC .
Retrieved from
https://xfer.services.ncdot.gov/gisdot/AtlasMetadata/Small%20Whorled%20Pogonia.pdf
Transportation, N. C. (2021). Swamp Pink- Potential Habitat, December 2021 - NC Department
Retrieved from
https://xfer.services.ncdot.gov/gisdot/AtlasMetadata/Swamp%20Pink.pdf
Transportation, N. C. (2021). Virginia Spiraea - Potential Habitat, December 2021 - NC.
Retrieved from
https://xfer.services.ncdot.gov/gisdot/AtlasMetadata/Virginia%20Spiraea.pdf
Transportation, N. C. (n.d.). Bog Turtle Survey Protocols. Retrieved from
https://connect.ncdot.gov/resources/Environmental/PDEA%20Procedures%20Manual%
20Documents/Bog%20Turtle%20Survey%20Protocols.pdf#:—:text=%28Soil%20types%2
Oidentified%20in%20NC%20bog%20turtle%20sites,and%20rushes%2C%20and%20ofte
n%20with%20a%20shrub%20compone
Project Name: Location: Project Number:
DENC Everett Road Trans Ivania Count 20213792.001A
Date: « y
04/28/2022 4�ti
Directionrn-
Photo Taken: ¢ ; � �
�a ,
North �' y �s
Description: Photo was taken 'k •
from Stream SF, facing north
at existing pipeline crossing
Location: Stream SF _
i3n "M
202213792.001A Page 6 of 11 June 10, 2022
©2022 Kleinfelder www.kleinfelder.com
KLEINFELDER 9009 Perimeter Woods Drive,Suite H,Charlotte, NC 28216 p 1 704.598.1049 f l 704.598.1050

Project Name: Location: Project Number:
DENC Everett Road Trans Ivania Count 20213792.001A
Date: „, r3 x a �7s" v� 4. +._.
04/28/2022 # "} �' ,
Direction Photo Taken: �� 'f
North . �:A £ w :' ;, � `
.. , '
Description: Photo was taken .` I ', f f
from Stream SF, facing north F- i
at existing pipeline crossing.
•The gas pipeline marker is just tom ` - y 4:�`
visible beyond the trees. o ' 3'� `
Location: Stream SF � :,
y wts=
oh `�' r te . \ '" )4 F .. '-ai ..?;* ,� ,i' ,*s ,L '' Rr 41 ',:tiyy }
Project Name: Location: Project Number:
DENC Everett Road Trans Ivania Count 20213792.001A
Date: `" ,
04/28/2022 I �'! r ..
Direction Photo Taken: " 6 �r
. - .
Description: Photo was taken 1P
from Stream SF, facing north '
at existing pipeline crossing. �'
Clear photo of marker. • $:
1
Location: Stream SF
i
Project Name: Location: Project Number:
DENC Everett Road Trans Ivania Count 20213792.001A
Date: k> 4v4 t
04/28/2022 s k <� ,�
Direction Photo Taken: � �
11:,;:.*:.1,::;:,::1‘;:4„-,7—''.1.,-.;:'
South , , , .
Description: Photo was taken -� ~p t
from Stream SF, facing south • ,,"�.r ,_0., L. '� ' of , �r.
at existing pipeline crossing.
;:, • ' s r'
of ,- .
Location: Stream SF „ �R ,' Y ` �9 �
•:',.4:: .---.7'. '" t ' :.4M1.'1',41405"; *4_.,,,ii':.:.-_"?..,--r,,9,'4,,5..,?:-•,.„ • . .....,„A-.,.........;'.',','—.'7,-,
Ili,,...q-.... 'n $ ft. 1'l- *s.T4 4 i Y
fin.. -43 �. .F ka1t ,95U
�4
202213792.001A Page 7 of 11 June 10, 2022
©2022 Kleinfelder www.kleinfelder.com
KLEINFELDER 9009 Perimeter Woods Drive,Suite H,Charlotte, NC 28216 p 1 704.598.1049 f 704.598.1050

Project Name: Location: Project Number:
DENC Everett Road Trans Ivania Count 20213792.001A
Date:
y�` R ;. tJ
04/28/2022 ,-
91
Direction Photo Taken: `. * ') w . f,,,-. - y,,
1.
Description: Photo was taken '.1�} `R ,�,.d -'- ,,,,
from Stream SF facing �� tiro �'v " -_
downstream. {� �.::: :'-' '* 4
Location: Stream SF
3 _
• ,''' ._,,,s'_`:-:,'" ' .• ,1\
l l b,. • ,- e� ryo-,4,,i-.‘,,t, ,, ,,.,- +,- t --n
Project Name: Location: Project Number:
DENC Everett Road Trans Ivania Count 20213792.001A
Date: e`a ..,k2 y �
04/28/2022 it''' � ��,� �
Direction Photo Taken:
;+ > �''
✓ � fir'.�' ,:.��. ,� -`
Description: Photo was taken .. II T : 3b
from Stream SF facing = y °' _
a
downstream ;
Location: Stream SF ..-
r ..' '
sa
Project Name: Location: Project Number:
DENC Everett Road Trans Ivania Count 20213792.001A
Date: � �� +��a �Kr , r", � �4?' 7� a ��-
04/28/2022 4
tt • •1 z
Direction Photo Taken: is *1`" ' 4%4�' r;4{
*. '4
Description: Photo was taken + * i = s ,i�, e. e,�
from Stream SF facing f � ' ^"`
j f '�.To__
downstreamL. 6
Location: Stream SF �` •
- "'V- ' -.75..-; _„: ,_-.--iftik.4 1 ii,.....-i ra ;y y ems," \ r for h ,{ T __
/,jam+'
r,� "F t
202213792.001A Page 8 of 11 June 10, 2022
©2022 Kleinfelder www.kleinfelder.com
KLEINFELDER 9009 Perimeter Woods Drive,Suite H,Charlotte, NC 28216 p 1704.598.1049 f 704.598.1050

Project Name: Location: Project Number:
DENC Everett Road Trans Ivania Count 20213792.001A
Date r a , = i yr-; s- 9° ;r l:�,w:a r
04/28/2022 '� a'x 4r k e Y a� � n
to ky . ' "1 i ?s I' + ` �_ J ;.
Direction Photo Taken: ti4 / �
7
Description: Photo was taken , 1 - r
from Stream SF facing � ' r�f� '
downstream. • r3 a• ny -
Location: Stream SF � rS �, �li"
j ' r � ' n tipl .. ,), ) '.., • � <_
I
-;C J
j .T ;
Project Name: Location: Project Number:
DENC Everett Road Trans Ivania Count 20213792.001A
V
Date: w s �:; '� ? � r
04/28/2022 ,� xJE r ! , s � �
%
Direction Photo Taken: 1 s F + , 1 s
'4 y�i -`� �pird,a `.-ats s- �F t� �d+ + " .;-
Descripion: Photo was taken � � + A
from Stream SF facing R �$ �� '' �s
downstream. R � = Y
ffi = ry
Location: Stream SF
_ s a. �.
.m
s
'y�.,s�F' -,:
,4,:i ''...t--...-, • -.‘i-. -'' .41._,Li.-
<y
Project Name: Location: Project Number:
DENC Everett Road Trans Ivania Count 20213792.001A
Date: gL. s� ? a �� ;, -�
04/28/2022 r # ,% ! ie�t
Direction Photo Taken: }� ' y � i� €
Descri ion: Photo was taken �� �° �• `- �; �� � 4�: _ � '• `
from Stream SF, facing ` t " ' "�,, t �kf +d'
��J
upstream. 1 � r '� 1.11::.
Location: Stream SF 7,4,;:.„6,_,„,r. „,..,,v ::.1.1„: 4, , 7-:-...=
..° ."
_
J ,.:
202213792.001A Page 9 of 11 June 10, 2022
©2022 Kleinfelder www.kleinfelder.com
KLEINFELDER 9009 Perimeter Woods Drive,Suite H,Charlotte, NC 28216 p 1 704.598.1049 f 704.598.1050

Project Name: Location: Project Number:
DENC Everett Road Trans Ivania Count 20213792.001A
Date: :' aq7 _ r/ ,
04/28/2022 6 , w6.�` F, v. : ;14 ,..� •�
E�
Direction Photo Taken: ; . k. �, ` '�' - `-.
Description: Photo was taken ~--
from Stream SF at confluence F
to Little River. 1,
4 y_-
Location: Stream SF
. 3, k
ai 7
our
pe, �cr C'' ° A ` '—.I-4 ... " '*-1, " • s
Project Name: Location: Project Number:
DENC Everett Road Trans Ivania Count 20213792.001A
Dater ,.�� `° of ,• :' ,,- ,,
04/28/2022 � � " ., ▪, �"
Direction Photo Taken:
` °
Description: Photo was takenAgf
from Stream SF at confluence y` � �° ; g' ▪ � -
to Little River. 3' a
Location: Stream SF F 2! f •
�* 1J .
,� r ` -
, r
,4.104,
.' .:sir` a3 4fit4a r ''""e! agS L
Project Name: Location: Project Number:
DENC Everett Road Trans Ivania Count 20213792.001A
Date: Fr
"X', '�1 1 - :'' ` j]► ,
04/28/2022 '- t r�i -$x' • �
Direction Photo Taken: t� ` " i 1� g '� ,-
Description: Photo was taken , ;s , a A
from Stream SF at confluence '
to Little River.
Location: Stream SF
e ',
202213792.001A Page 10 of 11 June 10, 2022
©2022 Kleinfelder www.kleinfelder.com
KLEINFELDER 9009 Perimeter Woods Drive,Suite H,Charlotte, NC 28216 p 1 704.598.1049 f 1704.598.1050

Project Name: Location: Project Number:
DENC Everett Road Trans Ivania Count 20213792.001A
Date:
e„'r'4-'
r- ,,,,,k,,-..,,W..-':',..•,--0-,,,,,,t--..--- , V '- "'--
04/28/2022 k� T __:::A
Direction Photo Taken: � . •
Description: Photo was taken ! '.k -r,
from Little River, facing — ��
downstream. g'
'' J. lA 4 B -
Location: Little River ' k
' taxes , µ. .
,
Project Name: Location: Project Number:
DENC Everett Road Trans Ivania Count 20213792.001A
Date: r4! i r—r
04/28/2022 a • 4.` S ;„ ♦:.
Direction Photo Taken: ,4* �N �` � • ��`
Description: Photo was taken �� w�` Atr` "' ," -". . ` L• - ',• -
from Little River, facing
upstream.
Location: Little River t
r�
Project Name: Location: Project Number:
DENC Everett Road Trans Ivania Count 20213792.001A
04/28/2022 • ' � ,, . �,, El; � „,t7 d °'.-" � `': t
:::zt: ;o ::sian
'- � r ,-; .� .,r" 4 ;
clams and snails. sf � ��' a °'
Location: Little River } °; 'r 5
'At n `' °°Rd n '`:5..' s .t",- c'?" y sa rya 3'h-
4,4+Ar,,,,,,trkeefftv4f.LWi': k, -r '' ,' ',-- ¢k1 3'f ass 'a
4;;: . c `fie .�. a �t *., 5
202213792.001A Page 11 of 11 June 10, 2022
©2022 Kleinfelder www.kleinfelder.com
KLEINFELDER 9009 Perimeter Woods Drive,Suite H,Charlotte, NC 28216 p 1 704.598.1049 f 1704.598.1050

KLE/NFELOER
Bright People. Right Solutions.
APPENDIX E
Cultural Resources Desktop Report

r� NICHOLS
Innovative approaches
Practical results
Outstanding service
4055 International Plaza, Suite 200 ❑ Fort Worth, Texas 76109 ❑ 817-735-7300 ❑ fax [phone] www.freese.com
June 7, 2021
Sara Duquette
5775 Glenridge Drive NE
Building B — Suite 585
Atlanta, GA 30328
Via email: [e-mail]
Re: Archaeological File Review for a DENC Everett Road Project
Transylvania County, North Carolina
Dear Ms. Duquette,
On June 7, 2021, Freese and Nichols, Inc. (FNI) conducted a cultural resources records review for the
proposed DENC Everett Road project in Transylvania County, North Carolina (Figure 1). The Area of
Potential Effects (APE) for archeological resources is defined as the area where construction activities will
cause ground disturbance. The APE is defined in three dimensions, including the project limits, width,
acreage, and depth of impacts. The APE encompasses the entirety of the project area to the maximum
area of construction and comprises an area of approximately 9.5 acres plus 1,340 linear feet located
between Everett Road and Crab Creek Road. The area is expected to be excavated to a depth greater than
10 feet.
The review consisted of the examination of available records to provide an archaeological context for
resources in the area. The North Carolina Archaeology Site Files were consulted to determine if previously
recorded archaeological resources were located within, or adjacent to, the APE. Reports on archaeological
research conducted in the vicinity were also obtained to provide insight as to the types of archaeological
sites and locations likely to contain sites in the area. One archaeological site (TV57) was recorded directly
within the APE. Fifteen archaeological sites and three previous surveys were recorded within the one -mile
search radius of the APE (Figure 2). Three previous surveys were conducted within the one mile search
radius of the APE. Six of the archaeological sites, including TV57, were part of a survey conducted by the
University of North Carolina at Chapel Hill (An archaeological survey of Transylvania County, North
Carolina, 1966). The remaining sites, except TV872 were included in the 1993 An archaeological survey of
Transylvania County, North Carolina. Site TV872 was identified as part of the assessment of the McCall
Graveyard in Pisgah Forest. The final survey, ER 15-0034, was conducted as part of the 2014-5 RTP French
Broad paddle trail project. None of the findings were recommended for inclusion on the National Register
of Historic Places (NRHP). Table 1 provides a summary of the identified sites within the one mile
investigation area.

Table 1. Archaeological
Sites within the Investigation Area of the
Project Study Area
Site ID
Recommendations
Study
TV18
No further investigation recommended
An archaeological survey of Transylvania
County, North Carolina, 1966
TV31
No further investigation recommended
TV32
No further investigation recommended
TV45
No further investigation recommended
TV46
No further investigation recommended
TV57
No further investigation recommended
TV454
Not Eligible for NRHP
An archaeological survey of Transylvania
County, North Carolina, 1993
TV455
No further investigation recommended
TV460
Not Assessed for NRHP
TV476
Not Assessed for NRHP
TV532
Not Eligible for NRHP
TV593
Not Eligible for NRHP
TV596
Not Assessed for NRHP
TV597
Not Eligible for NRHP
TV643
Not Eligible for NRHP
TV872
Not Assessed for NRHP
McCall Graveyard Site Evaluation
A review of available historic topographic maps (Pisgah, NC (1905, 1935, 1945) and Pisgah Forest (1965,
1997) quadrangles) provided information concerning possible historic sites within the APE. The structures
current located within the APE were observed on the historic mapping starting in 1905.
Soil data was examined online (https://websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.aspx) for the
APE and geologic information for the project area was obtained from
https://mrdata.usgs.gov/geology/state/state.php?state=NC
These data indicate that the APE is underlain with Henderson gneiss, and soils in the APE are comprised
of Braddock loam soils. Restrictive layers and/or bedrock formations are typically encountered at depths
greater than 60 inches. These data indicate that in the APE, archaeological sites— if they are present, may
be relatively deep.

The proposed project will remove and replace the existing line and will be confined to the existing utility
easement (Figure 3). While one previous survey site was located within the proposed APE, and previous
surveys noted the area was subject to a number of subsurface artifact searches by universities and
amateur investigators due to surface artifacts within the upper soil layers, the soils within the existing
easement have been previously disturbed during installation of the existing line. Based on the records
search results, the local geology, the soils data, and the proposed project actions, there is a low probability
of encountering intact artifacts within the proposed APE.
Please note that this letter is not intended to provide any regulatory clearance and is for informational
purposes only. If you have any questions or need additional information regarding the archaeological
records review, please feel free to contact me at [phone] or [e-mail].
Best Regards,
Brian King, RPA, GISP, CFM
Archaeologist / GIS Analyst V
Freese & Nichols, Inc.

%‘^tv
ilbe.aff
'Nkof WI Z144
0.*
Legend
r : .1 County Boundary
Everett Road Alignment
APE
0 Everett Road APE
il=1 One Mile Search Radius
Figure 1 Area of Potential Effects (APE)
Everett Road Project
Transylvania County, NC
t
,FREESE
S1 N. Lberty
Winston-Salem, NC 27101
Coordinate System: NAD 1983 StatePlane North Carolina FIPS 3200 Feet
/p
V
*tic
0.2 0.
Feet
0 1,000 2,000

'
.10,}tencr n..
Os- NASA, NGA, USGS, FEMAIEsri Community Maps Contributors, State of North Caroline DOT, Tenses.
Figure 2. Previous survey locations in the project area provided by the North Carolina Archaeology Site
Files.

7444,
5
f•
r
YL
lk
w
ifyF
40
6;.. . !
i k
` _t .. ,,. =mil
_ . .
— Everett Road Alignment APE
0 Everett Road APE
Figure 3 Project APE and Aerial N
Everett Road Project
Transylvania County, NC
1
FIFREESE
531 N. Liberty St
illlICHOLS Winston-Salem, NC 27101 0 o.oz o.oMl
Feet
Coordinate System:NAD 1983 StatePlane North Carolina FIPS 3200 Feet 0 125 250

KLE/NFELOER
Bright People. Right Solutions.
APPENDIX F
Easement/Ownership Documents

. '' ••>--. • • /RECORD OP'DEEDB' 147 _ Ir-�f;�,
r . .....,wr..... .y. ,. ..cat_:..e,wr•f . . ,.w _ .rs t wfain - '».t.c-.w_ ri
•
s STATE OF PaRTH COMDL21G• ) 1. .-Illfl furlUOl ODOIT•
Opts V1 TW►NSYL • rj
PAIR 0! ' 1 .r
• /'. PURLIQ SERVICE.QOF! 1. i �t�•- „- r^��.�� .j
' - 'cant CAROLINA• INC.• f1 • - . • ! _
• • I• • _ Petitioner• t w•.�� ��'`-, + `.;
va ) , Co +vim r4 - '}
•
` •�• ammo R. $YERS• •nd�'ife• � I J. - . 1 'i•`
,t 14
' �E.•. tell I "j-..' :.'. .1 I I ,. ,
• laspondeuto• a �► i
;;r. 1 • I 47
`•THIS CAUSE, coning on to be heard before the Honsrabts .
•
•
} •• •.':-• • ?, M. )'oCatb. Clerk of the Imparter Court of Transylvania. Couwlr• t .
f ',.'`, and being heard, end it appearing to the Court that all wattaN 'a•:� .;_,= i
•M, and things ,In controversy among the. .partiee hereto set out in the '; {
, _�i;,, :: pleadings have been agreed upon.sad sstiafacterity settled among • ., • • 1'44
,:: F',•• ';' the parties, and that the petitioner has paid to the respondents. ,K�
:} 1laroid R. Slerf and wife.-Crises'M. tyors, oompensat`eO acceptable
•to all of the parties, the receipt of which is hereby aoknowi•dgad ' •{.l�T
by''the respondents in tell accord and •atistactioa thtireofa • `j:���''` •` K
r 1 ] p(Sj• THERET0RE• by consent, IT IS OaDCSED• .ADJUDO>ZD Ato A�
DECRLSD, a• totiowet • •a
s • . *. $''•�K 11
t • . j
'1 i• That the petitioner have • riglt•of•ray and easement • "f�`
thy
!yore and wife, a ;
t• ; I• ever the lands of the e•spendents; flaretd R. is
IByers, in Little River Tewnahip. Transytwaia Comb• - C ).: {
• gristle M. B7 •
Perth Caroling. described in deed from Mary Ogden Ooenan. widow, - t.r•
it 1 `- to Hassid R. Byers and wife, Ertene Y. syors, dated February Zee - ,`'?; .'.,
, 'v '' , • o 04 Records of Deeds for ` �':'�
{: tfsb. and recorded in look tiS. peso • "!«`
` TrantyLvania County, said right-ot•val and easement to .be la teat ; -''r
•
f in:width and to cover• a distance•of 33 fout on etch tide of the '.r {
$ ,_. 1
toll owing described center•lint '-1
' • - OEOIIINI$O at a stake in the north margin_ of �+
,, 00de •. •-
Everett Road.• said stake standingS t «, • . '
l • 0 min. C. 260.8 feet from the- point of inter
• ' section of the north margin of said road a.j
' - with the northeast margin of en old road
: .� 111' # • leedins from said Everett toed to. Little . • .
` s v '' 1 '•
' sliver• and runs thane. 11
11 dog. is.afiw. ! r
?w 431.0 toot to a stake) therms 1 32 de=. IS �'
,1 : the north ),
• siin..>i 3�7.a feet to a stake in j
y> r I •.tie
•
I'I n • •� • ;4 • ap
f Y
ti Ir ••*•T" + i i
rt i. ` Lj •• • 1 ` 1 I F
•? 0 f'; i '! ' ii' L , ; 1 : ' f '' %4i ` " ,, , ;.:..:,.:••-....-?•:i•';';•-1:.,-?.;-....,'':.):[!:....7.;•••',/•.'.---,'.:-;.-.':-.',qv•.-'-:'-,.,'!-:'„.;.'...,
,

r
- t,N+h s.�<S 4T;..x- xx�ll•:4!'v` :'-,�....,......,,,r;l45: .',,r!:_..,..4/'4"}►;Yr. ti,,,„..z!'j, Ti,,..le,.y J•:,z,,e $.,,,,,,,r1 `t :'F �+rllm; ,.
o r
RECORD OF DEEDS 147.' •
.:2t-.. '!fi�aosass. -•:1c'2.'-r 7.:**Dp 111F. �{:r -
• ' • Ili .
•
•
boundary line of the property bf Harold R. 'r•`' _
,. lyer• and wife, erten. H. Byers. said stake 1
• standing test 141.3 feet from a stake set
1.3 feet alit of the vetoes edge of River.
�;.• g. That the right-of-way hereinabove.granted shall .he • -f:,:.;:
dt
for the purpose of laying, constructing, maintaining. operating, • • '' '�' Z'
'�• ,•: •': repairing, altering, replacing and removing pipe lines and '.'i `r~'
appurtenant facilities for the transportation et "--`',', -......'.
�• gas, oil,
petrol.= products or other liquids, gases or substances which 4S.
sin be transported through a pipe tine under said property of the
:fr
,:-,f•-•• •,: . respondents hereinabove described, together with the right of c. Ss.
ingress and egress over and along
�:' ni 6 »f said right-of-way and easement
• :
, . for said purposes and with the right from time to time and..• •
often es necessary, to go upon said right.of.way and essem•nt to ;'`:°'. • ' `4
!_ set all trees, undergrowth and other obstructions that may injure, ,.;_.`' �' ,4
' :'.L•' endanger or interfere with the construction, operation, main. - ,1
.
= :.� tonnes end repair of said pipe tines. Provided, that the
- petitioner shall buryall pipes
P pe by it:along'ssid
righr..frway to • depth of at least forty inches so as not to - f:
• interfere with the cultivation of the soil. Provided, ti �.ther. . ,s: '`.: .,.
• • q' that it the event it hereafter becomes necessary for the r• '
petitioner to injure, darage or destroy any agricultural crone `•
:-',,_. within the said 30-foot right•ofway in connectt .n with the
L repair or maintenance of said pipe lines, the petitioner shall 1:`
be and become responsible to the resnondent. ,for any demagog' - • • :.,I
•incurred thereby. rl
I.. 3. That except for the purposes hecsinebove set forth, ;.
•
the petitioner shall not interfere with the rights of the .
• respondenta or their control of the surface of the land included - , :_. ..•/ !
i -- -- within said right.of•way and easement, and the said respondent. :, ` •
•
shall have full power and right to use said land for all nurogr,.. ' i!
• : ' tot imsaisiatent with the rights herainabay. granted to the I t
` - pstitietsr.
•
•
4. That, speoifio•lty, and among other rights. the
reap.sdstts last
cultivate
andgrow '• ear plait, asrietltur.t trope• . axe . : ••
• - . ' elusive et trees, witlit the said right•ef.way and agar said -pips •.•;',',
•
•
• . sap a.
:I'G"'Jim,-r • r f_ ..{a .�1i' ', ::, r.
•
.. _ r . •1 • :
1. h''
-'y"". .. .r :'."T�.2"'.. T-��r C"' •ram'-"-7-'ram 'c..`'-C"1}•?.t•. i.!
r :
i
-
f.
.. ,,i_� ".. ", .. ... 1:`L ..- .-......r -:'C-.., _..,_.r.,..,C� ,. �._..'......._m�.l.....�...:C:.:..5.:._.....a•a:•i.'y:ys .1�.- - .�-.;13:�' rl ,
!�A�.- --_ .__.._�_.•v-tie--. - ... .- .,.--' • r.'.'T' G:,,..- r.u•- 4qh .r' :ad,x r v .4:
'l�r.'_,+�'.�'� �-/m F ,1 • y

r.. .. i.h• \L'
i
/`RECORD OF D'EED8 147 t r,?✓ i
i" ,crt
.,` K r . r .�, Y . 1
'. 7. -,•.....;;_-•:-..... . .ttasai err lay slid:ewtrsst mad ..iat.ia etiresta sod made ,: '
'' 4 ss•rees said rtjht.et.vay:aAd orbital" lava sad peas estts$- !
•% , ra+1.: Provided, AahNr. that reapesss�nts ehaLl •set �.astrraat :i
`< "v • ptae , ir. persit the sesatrwtiss er ptetiag .et r! type if . ,:3
. •,,,: ,:•,:.:":','. !.:--:!:,:,7 .1...:::.:_:.. ..:.'::::,...... -. ..: beitdisg over or aeeeos said right•.trrey sud saeeaent. ch
• ''
III
•
.,, _ 1. That t . petitieser shalt have oe rights ever the ;
( •
r' rsa.isder et the respssdestet property tyisg wtaids e! the . t
,: w rtght.ol•oay aid easeeest hereiiabe pasted ter say purpose :
, ,r', r t•thatso•sver at aq tire. Praylded, hoverer, that the potYtiasss raj
1
1' r
w' shalt have the right for eotstrti.s,. isepeetioa. .eistsi. t • '
(I I
. tug repair psrp.... to go' sereee the tMs existing roads M
+ < +( resposdentat property leading t• o said 50.teet right•efotey'sad t
�. j. F .y i ,,( easeawAt.
r �` ' d. =h.t.thi. �tdg.sst shalt bs'b►sdisg epss asd isr.s t.
(!
' + yr'+ the hesorit of alt. parties, their heirs, sueeessore, or sasigts. • `
` • 1. • That a Copy o! this judgs.At thptt h•'osrtitied 't. ethos: p•
' Register et Deeds of Trat.ytvaeia .Ooesty, north Carolisa,.`tor. ;
I :. , R,,.- ''
- ragistraties. - • r ;: .
13
ArV7
f � 1 , . -
•1112
-Y 41•- ` L.O. • That the pstitios.r•shahL pay'att silt. as tardy gr: :,1
r •
r r
R the. Clark of Reset is this caws. }
. 6
o •
%
' This the 6th •day s tN3. . .
t-!', IFa
aisru a►u rzor -gents I
• n O�MStIRt ....•., •
f1 •,..• .•...8...
{
1r . ... r �t
2 . 0 Rasse!. Hill h Saarihr,': .
Attorneys for, Petitioner ' •�� ".• ' I. i `:
} A iigi4. E a40, r
. *act
: „� ' Itaml Sn, Potts, Ramsey It iud.on .' •�' '
laZ
,• Rttos3oy. for ae.pohdent.. Karol. ."fit �l?..
,�, i •F ,I ii t ! R. 'Ayer.& Rut' glens 11. trove•. • • • ..
Hy: dak H Pea
s oil. J. hill , �rM ■ C' • `
Trustee +i O C1. 4_C7 "_ . 1l.0.
` Hare ld R. 87ero. ��...••4 p
} """16•11.4.417A.•Ly.+ri, jirsapOLt2"t
.'• •-•:•:...• - .4.31.....e• P._:"--41: Cia-"r# ;
t l�.r]1.ne K Byors •
( - •
••
'fit
1-
.
t
., 4 t l+t Si ,` 'FJ ' rx S.
, t 3s 7 [ I t! �
•

,.- • • i': `b,:F '( •...h l * w,e5'xf l w e ';i r,.:':iir
rw RECORD OF DEEDS 144 - "
liselssd S/as Line No—1_24 1'
R/W No.. -_JIL_Q-.— '41
1 RIGHT OF WAY AORRQMENT W.0.A.No. 1525 AS SBSZ_... -
a
Da%of Cheek La=- -rye'- e(_Y ` j
STATE OF NORTH CAROLINA c'gel
COUNTY OF»I,c mayhnAla 't'1
Knew all mon by thee.prtrents that foe sad la eoaaldaratlon of the•sum 91 e--SO�Sd `` ter
e
._.-&1tty_and. orgino »._._»_____.�». -_. paid le__JCr1Lr_G1 n ar. adi.a.h _mifa•.._._-___. t.. '
e . . ..,--,... t _ tom..
ii
(hereinafterd..iinated grantor).the receipt of which la hereby aekaowl• ..,:',.-!..'•-:
•V `/: r,
edged,the grantor hereby bargains,sells and conveys unto Public Service Company of North Carolina, Inc., (h.reiswftss ".•' : �'•:
designated grantee). and its successor* end aaa:,-n•es a right-of•way fifty fast In width and easement for.the purpoe• • '
of laying.constructing, maintaining.oparati ,repairing,altering.replacing and removing pipe lines (with valves,regu• `'_
lawn, meter*. fittings• appliances, tle-overt pipe line markers,corrosion control equipment,and appurtenant facilities) '.' p�;
for the trans rtotion of gas,oil, petroleum products or•any other liquid., gases, or substances which care be vans. •• '. +" ••i'':• •
ported throw i a pipe line, the Grantee to have the right to select the route (the laying of the first pipe line to eon.
saute the selaction of the route �] tips Grwtt un?vr,upon, over, tbreugh and across lands of Grantor,or In whirl • • '-
the Grantor he.Interest situate ink tie tl T'8r.»_rows 1R �7m , •
County l�•((orth Grolier,foIlnyed byParsthe deeds recorded In Book IV° peg, w' , Boot ` ` TO '
Reek 124 page_-1-1-9--,etc.to the eflles of the Registrar of Deed. of _._TrAztAyLuniA. .
f:onay, '`, IZ
(or devised by the will recorded I. Willa Book .....». pap_»___..le the*flies of the Clark of the Superior Comet.
el—_........-..--».»_- Comes). sad d•saribsd as follows: Adjoining the properties of ,, '
Hrs. Lovella Huth and that of Harold Byers.
t,i,'
Gj.
It is tmderstood end agreed that upon np.,lication to the grantee by the grantor, it
' the grantee will provide a gas tap within the right of way granted by the grantorm
such gas tap installation to be made in ecordance with the then existing pblioiea if
and regulations of he grantee governing transmission line gas taps. ' "'''
TMre to Included la Ws grant r{ free•ttseyto timer,eons. ,ict,mdataln open ,alter,repair,ram
' Nuz...1-7:-'m
ehan 7T'-aL•,amis;-ae>J t_ t Itms or t.w`-Kto Ums one c r•^-faddlUonal lin. I e and appurt ell •. I
L- I-.. :::::7 1.-'�uLTec,-^--°�.n e--�.1T'!_-tmtl prf i`'.,d,l.:r--vr,�C�-' - • laid y.. - :r:
aS::PC.r••C:r,!1' a 1.}-:S�.�v-.-nl.-1rs-::, ,�_`tf--later ••--x.`.4 or assiyree" per lineal rod o ,tlnnal I4.,
Laid c ;:a.xvvor or thrv�..::--'--crihenl tech prom rttcwat: thereof as the tors crest In r•' w
said larsl�ire to the au.�e Qy-Trahlp thereof. '� `; P't
The grants*shalLh►ve all other i;b rihts and ban.flta necessary er convenient for the full enjoyment or use of the a
rta heroin granted,Including without limitation the free and fullright of ingres'and egress over sad across said lands N. ,,'
and other lands of the grantor to and from the arca specifically covered by this grant of easement,and the right from time ,
to time to cut all tress,undergrowth and other obstructions that may injure,endanger or interfere with the construction. - ,i,
1 • operation,maintenance and repair.f said pipe lines;and the grantee shall have the right to assign this grant in whole
or is pars
To have and to bold said right-of-way and easement unto said grantee its successors and assignees, until such first `. ! ;'•:;, : ;'
pipe lb.be constructed and so long thereafter as a pipe line Is maintained upon said land, and the undersigned hereby
bind th:r:lvu,their heirs,executor',administrators,.nceessen and assignees to warrant and forever defend all and •dazzler said premises unto the grantee,Ito mucosa/ore and actlgneoe,agalnr-\th3 claim.of all persons whomsoever. V.
The grantee hereby agrees to bury all pips to a dep%t of at least t'..t so.as not to interfere with cultivation ,''•' ' • 't.`
el the soil,and e`cv3 to paysuch d►ma s as mayarise to1;.
gogrowing crop*, Umber, or fences from the eolutrvction, a•
maintenance and operation of sold pipe liner; such mage. If not mutually� s^reod upon,to be ascertained and determined
by toes dl:intarc:ted persona one to be appointed by the undersigned,_Shg,Lt successors,heirs or assignees,one by the r4`.
• grantee,its metes:ors or t i neoa,and the third by the two persona aforesaid,and the sward of such three persons,or
any two of them,shall be final and ecoelualve. I,,,.
The grantor=ay fully use and enjoy said lend and premise/,except for the imposes granted to the 'mute, and �" =•
provided the grantor a not construct nor permit to be constructed any house,structures or obstructions on or over the r'=`• -4.
right of way.Tito rrr.ntor may build roads or atresL across the right of way but in no event shall any rood or street '
be maintained other than crocaing*. It being the understanding and sgreament that no roar)or street shall be built that • '. ,
runs lateral) along and over the right of way.The grantor further agrees that he will not change the grade over the i-;.,•
pipe line or laterally
La any manner that will reduce the depths of said pipe line or lines. ,.,..,:•:...:•;. ::
All payments hereunder may be made direct to the grantor sr to
who Is hereby appointed agent and authorised to receive sad receipt therefor,er,at the option of the grantee,such pay
mints may be trade by doparking them Is.......
•..»»•».....--Baal",at . .... . . to the r•:
credit of the grantor or said agent.
V fir.
The grantor represents that the above described (sad le rented to'-»».-. until • `
.If.._. Y-. 1..
t1 t.!
understoodIt l+ and acknowledged by the undersigned that the preen securing this grant Is without authority to t.,�i � ,
make any agreement with regard to the es► matte barest wbkh Is sot expressed herein,and that no sues agelweed t • '
will
be bindlag ea the gnats*.
M wrntrhSS WBtR>rOF Uhie Instrument le Masai sad sealed this--.1.:-..-day of_1:.4: .- -.._.Ip_r,.: : 4 ,
w►ITNYAatis '' �' 4.
:
ff 1._ sea,) �� • r'.
......». (Beal)
..(8aa11 ;T::
.`;... is
•
.. •
tI) :
•
• i

•,,,e.,ve\, •W ig ,iiit .C,'cZ 2. .+ �-
/RECORD OF DEEDS 144 •
•
2'35
.' y 'TATR ?NORTH CAROLUfA
counr _f.ko:[r_.
.4 •1 --/
T. C x». 8 -4�.__!Y.�ds ltMdl wsif that../lt>'�!_'.‘ -___r! itre.;,cta. •
I r 'Orfl l�.AMO OFFICIAL.tre:7RlU •)/ _�IM4Y��t..
;_r_.e..».�1. :.• �� !ice .e-'./�
p.r onally appeared Were me this d an eh acinowl�[ed the dam�.cutleoC1l. l*T ldt�maal.
My eo salon expires I _ / Cr - /
Wlen.0 my signature and finial .cal this the.7�'...dap.f. I/:'al• .It-Z. ,
pu b•4n.1
,I✓ rr r 7 ' .7i.• jy 1 ,• /aIeMATYat Or Or///4AL) `i
�/�! i� is I !•f 4r//f1. ! "ri'l 'l (�P w' .
old C'.tMa�I
I.. AlI :., •.
e •••u ,N NORTH CAROLINA '
COUNTY Or .................
I, do hereby"artily that ..» ....» .........
'1 IMAM■OF OFFICIAL AMC OFFICIAL TITL5I
personally appeared Wore me this day and acknowledged that he la saretarp of
':'• IMAMI O/COPPOUATIOMI t
a corporation,and that,by authority duly aloes and as tb•art of the eorrppooratloa,t a foregoing instrument ins slued Is
Ha name by its president,waled with Its corporal'seal and attested by himself as Its actetary,
My control/aka aspires
Witham my signature and official.cal this the _day of Itt_....
State of North Carolina, »,_»
' County of Transylvania. e.1.MATYa■OP o:KIAU»
The foregoing oertifioate of O. S. Poer, a notary 1)ublio of •
Guilford County, North Carolina, is adjudged to be oorreot. Therefore,
]Ie lithe inatrurmnt, with the oertificatp, be registered.
Witness sly bard, this the �7�day of January . 1963.
'. STATE OF NORTH CAROLINA ) Cr,
'uper1orCourt.
41.
: 1 )}
COUNTY OF
;`]' 1, _, a Notary Public for uld County and Stan, cordfp trait
personally appeared before me the day, and bola,:duly I
a.orn,stated that In Isla presence _ ..— rlgn.d ill. foregoing instrument. I
My commission .aplrsa —._..
Wiinees my signature and official said this the— day of -. le- .....
•..(: " I111aNATVaa OI OcPICIAL$
•
.
u, '• a '. ,.1 1E5
� ff r r
to R •1 • Qa .. i LJ jJ c
1 t . • O Q in t>rei
r j I p �N
I
-4 —13. 4 ,R
,c'l i ft:,, Wit„ 0 . a
I;. . ..- D i i i o, .
•
,12