20221058 Ver 1_ePCN Application_20220805

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:
6/6/2022
BIMS # Assigned* Version#*
20221058 1
Is a payment required for this project?*
0 No payment required
O Fee received
O Fee needed - send electronic notification
What amout is owed?*
O $240.00
0 $570.00
Reviewing Office* Select Project Reviewer*
Asheville Regional Office - [phone] Mitchell Anderson:eads\mlanderson
Information for Initial Review
la. Name of project:
DENC Line M-201 Low -Water Crossing Southwest of Stoneway Lane
la. Who is the Primary Contact?*
Joey Lawler, PWS
lb. Primary Contact Email:*
lc. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
8/5/2022
Nearest Body of Water
Jarretts Creek
Basin
Broad
Water Classification
WS-IV
Site Coordinates
..........................................................................
Latitude:
35.280268
A. Processing Information
Longitude:
-81.939077
County (or Counties) where the project is located:
Rutherford
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:
21 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 ®No
OYes 0No
Id. Who is applying for the permit?
0 Owner EO 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:
Dominion Energy North Carolina (easement only)
2b. Deed book and page no.:
N/A
2c. Contact Person:
Robert Ley, PE
2d. Address
Street Address
220 Operation Way, MC C221
Address Line 2
City
Cayce
Postal / Zip Code
29033
State / Province / Region
SC
Country
USA

2e. Telephone Number:
[phone]
2f. Fax Number:
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Robert Ley, PE
3b. Business Name:
Dominion Energy North Carolina
3c. Address
Street Address
Dominion Energy North Carolina
Address Line 2
220 Operation Way, MC C221
City
Cayce
Postal / Zip Code
29033
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Joey Lawler, PWS
4b. Business Name:
S&ME, Inc.
4c. Address
Street Address
2016 Ayrsley Town Blvd, Suite 2A
Address Line 2
City
Charlotte
Postal / Zip Code
28273
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
SC
Country
USA
3e. Fax Number:
State / Province / Region'
NC
Country
USA
4e. Fax Number:
1. Project Information
1b. Subdivision name:
(if appropriate)
N/A
lc. Nearest municipality / town:
Rutherfordton
2. Project Identification
2a. Property Identification Number:
1616798
2b. Property size:
1.82 (LOD)

2c. Project Address
Street Address
287 Stoneway Lane
Address Line 2
City
Rutherfordton
Postal / Zip Code
28139
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Jarretts Creek
3b. Water Resources Classification of nearest receiving water: *
WS-IV
3c. What river basin(s) is your project located in?*
Broad
3d. Please provide the 12-digit HUC in which the project is located.
030501050501
4. Project Description and History
State / Province / Region
NC
Country
USA
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: *
The project area is located within the existing, permanently -maintained easement, where a segment of natural gas pipeline that was exposed in the creek was recently repaired by DENC.
The project vicinity consists of undeveloped land and scattered residential development.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
® Yes O No 0 Unknown
If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000).
SAW 2016-00773
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:
99
4h. Explain the purpose of the proposed project: *
The purpose of the project is to install a low-water ford crossing to allow maintenance and mowing equipment to cross the stream without traveling outside the easement onto private land.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
DENC plans to install a low-water ford crossing in a stream that flows across their existing M-201 natural gas pipeline easement near a segment of pipeline that has recently been
repaired. The ford will be constructed by installing a manufactured geoweb below the existing streambed at the crossing location. The geoweb consists of a network of interconnected cells
that are backfilled with appropriately sized aggregate. The top of the geoweb and associated backfill material will match the average preconstruction crossing elevation. The geoweb will
provide load stability to accommodate periodic passage of maintenance equipment without damaging the integrity of the streambed and adjacent banks.
Access to the site will be provided from the existing easement located off Stoneway Lane. The width of the proposed construction corridor is the entire 50-foot-wide easement from the
entrance off Stoneway Lane down to the stream, where the work will be conducted.
The work will be conducted using industryu standard earth -moving equipment.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas? *
®Yes ONo
Comments:
See cover letter
5b. If the Corps made a jurisdictional determination, what type of determination was made? *
® Preliminary 0 Approved 0 Not Verified 0 Unknown 0 N/A
Corps AID Number:
SAW 2016-00773
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
J. Lawler, PWS, W.Cole, LSS, Ashley Bentz, PWS
S&ME, Inc.
0 Unknown
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
February 6, 2017

6. Future Project Plans
6a. Is this a phased project?*
O Yes O 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?
No additional USACE/NCDWR permits are anticipated.
D. Proposed Impacts Inventory
U
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
O Wetlands O Streams -tributaries
O Open Waters O Pond Construction
3. Stream Impacts
O Buffers
3a. Reason for impact (?)
3b.lmpact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
S1
Ford crossing
Permanent
Other
Jarretts Creek
Perennial
Both
8
Average (feet)
22
(linear feet)
S2
Temporary Dewatering
Temporary
Dewatering
Jarretts Creek
Perennial
Both
8
Average (feet)
77
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
22
3i. Total stream and ditch impacts:
99
3j. Comments:
See cover letter for details
E. Impact Justification and Mitigation
3i. Total temporary stream impacts:
77
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
See cover letter for measures taken to avoid or minimize the proposed impacts in designing the project.
lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
See cover letter for measures taken to avoid or minimize the proposed impacts through construction techniques.
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 that exceed 150 LF of stream.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
O Yes O No
If no, explain why:
Project is not located in a watershed subject to riparian buffer rules.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
O Yes 'a No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
•)YesO 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?*
Yes • 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 • No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
Yes • No
3b. If you answered "no," provide a short narrative description.
Project is not considered growth -inducing.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes • No 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 • No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
• Yes No
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. Is another Federal agency involved?*
Yes
5e. Is this a DOT project located within Division's 1-8?
0 Yes ® No
• No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
OYes ®No
5g. Does this project involve bridge maintenance or removal?
Yes • No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
0Yes ®No
5i. 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.?
0 Yes ® No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS IPaC, NCNHP database, previous Protected Species Assessment of the T-001 corridor.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes • No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA Essential Fish Habitat Mapper
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?*
Yes • No

7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NCSHPO GIS online database - HPOWEB 2.0
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
Yes @ No
8c. What source(s) did you use to make the floodplain determination?*
FEMA Map No. 3710152600J
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 drag and drop files here to attach document
Cover Letter for PCN - Stoneway Low Water Crossing.pdf 42.17MB
File must be PDF or KMZ
Comments
See cover letter for additional details
Signature
OO 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:
Joey Lawler
Signature
nogr
Date
8/5/2022

Dominion Energy Services, Inc.
220 Operations Way, MC C221 Cayce, South Carolina 29033
DominionEnergy.com
July 28, 2022
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Attention: Brandee Boggs
North Carolina Division of Water Resources
401 and Buffer Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attention: Mr. Paul Wojoski
RE:
IP', Dominion
r:07 Energy
Pre -Construction Notification for Authorization Under NWP No. 12/WQC 4244
DENC Low -Water Crossing Southwest of Stoneway Lane
Rutherfordton, Rutherford County, North Carolina
S&ME Project No. 7335-20-075
Dear Ms. Boggs and Mr. Wojoski,
In accordance with the Pre -Construction Notification (PCN) requirements, Dominion Energy North
Carolina (DENC) is submitting the enclosed support materials pursuant to issuance of the aforementioned
NWP authorization.
The proposed project entails the installation of a low-water ford crossing in a stream that flows across
DENC's existing M-201 natural gas pipeline easement southwest of Stoneway Lane in Rutherfordton,
Rutherford County, North Carolina (35.280268°,-81.939077°). The project as proposed will require
authorization from the U.S. Army Corps of Engineers (USACE) and the North Carolina Division of Water
Resources (NCDWR) under Nationwide Permit (NWP) No. 12 (Oil and Natural Gas Pipeline Activities) and
Water Quality Certification (WQC) General Certification (GC) No. 4244, respectively.
If you have questions, or require additional information, please contact Robert Ley, P.E. by e-mail at
[e-mail] or by phone at 803-201-2539, at your convenience.
Sincerely,
Jason Ericson
Director Environmental Services
CC: Robert Ley, P.E. (DENC)
Joey Lawler, PWS (S&ME)
1 of 1

August 5, 2022
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Attention: Brandee Boggs
North Carolina Division of Water Resources
401 and Buffer Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attention: Mr. Paul Wojoski
Reference: Pre -Construction Notification
DENC Line M-201 Low -Water Crossing Southwest of Stoneway Lane
Rutherfordton, Rutherford County, North Carolina
S&ME Project No. 7335-20-075
Dear Ms. Boggs and Mr. Wojoski,
On behalf of Dominion Energy North Carolina (DENC), S&ME, Inc. (S&ME) is submitting this pre -
construction notification (PCN) to inform you of work they plan to conduct to install a low-water ford
crossing in a stream that flows across their existing M-201 natural gas pipeline easement southwest of
Stoneway Lane in Rutherfordton, Rutherford County, North Carolina (35.280268°,-81.939077°).
The project as proposed will require authorization from the U.S. Army Corps of Engineers (USACE) and the
North Carolina Division of Water Resources (NCDWR). The applicable authorizations are Nationwide
Permit (NWP) No. 12 (Oil and Natural Gas Pipeline Activities) and Water Quality Certification (WQC)
General Certification (GC) No. 4244, respectively.
In support of this PCN, the following accompanying information has been submitted through the NCDWR
electronic PCN website (https://edocs.deq.nc.gov/Forms/Pre-Construction Notification Form):
Figures
Appendix I —Pre-JD Information and Agent Authorization Form
Appendix II — Site Photographs
Appendix III — Construction Drawings/Revised E&SC Plan
Appendix IV — North Carolina Natural Heritage Program (NCNHP) Database and U.S. Fish and Wildlife
Service (USFWS) IPaC Reports
Appendix V — Restoration Plan
S&ME, Inc. 12016 Ayrsley Town Blvd., Suite 2A I Charlotte, NC 28273 I p 704.523.4726 I f 704.525.3953 I www.smeinc.com

Pre -Construction Notification
DENC Line 201 Low -Water Crossing Southwest of Stoneway Lane
Rutherfordton, Rutherford County, North Carolina
S&ME Project No. 7335-20-075
Background and General Project Information
DENC is planning to install a low-water ford crossing in a stream (Jarretts Creek) that flows across their
existing M-201 natural gas pipeline easement southwest of Stoneway Lane in Rutherfordton, Rutherford
County, North Carolina. The general location of the project is depicted on the attached Site Vicinity Exhibit
(Figure 1). The project location is also depicted on the appropriate portions of the Rutherfordton South,
North Carolina U.S. Geological Survey (USGS) Topographic Exhibit (Figure 2), Soils Exhibit (Figure 3), and
an Aerial Orthoimagery Exhibit (Figure 4).
The project area is located within the existing, permanently -maintained easement, where a segment of
natural gas pipeline that was exposed in the creek was recently repaired by DENC. Land disturbance
associated with the pipe repair work was authorized by the North Carolina Department of Environmental
Quality Division of Energy, Mineral, and Land Resources (NCDEQ-DEMLR) under RUTHE-2022-023, but did
not require pre -construction written approval from the NCDWR or submission of a PCN to the USACE.
Following the repair work, DENC determined that construction of a low-water ford crossing at this
location would allow maintenance and mowing equipment to cross the stream without traveling outside
the easement onto private land, which has been the case in the past. It was further determined that
placement of a pipe and conventional crossing at this location would require a greater amount of grading
and fill placement outside the easement. Because the low-water crossing that is proposed will include
minor permanent stream impacts, pre -construction written approval is now required.
Access to the site will be provided from the existing easement located off Stoneway Lane. The width of
the proposed construction corridor is the entire 50-foot-wide easement from the entrance off Stoneway
Lane down to the stream, where the work will be conducted. The existing easement is abutted on either
side by woodlands, and the site vicinity consists of forested areas, residential development, and
commercial development.
The review area is located in the Richardson Creek -Broad River sub -watershed (HUC 030501050501)
within the Broad River Basin. Review of the USGS Topographic Map (Figure 2) depicts the project location
as a blue line stream with riparian areas, and somewhat forested areas along its banks. The stream flows
to the south/southwest. Soils mapped within the review area (Figure 3) are limited to Chewacla loam, 0 to
2 percent slopes, frequently flooded (ChA). Chewacla soils are considered partially hydric.
Jurisdictional Areas
The site is located within the larger project area that was previously delineated by S&ME in connection
with the T-01 B Replacement Project. The delineation was conducted utilizing currently accepted methods
for wetland determination, as set forth in the 1987 Corps of Engineers Wetlands Delineation Manual and
the corresponding Eastern Mountain and Piedmont Region USACE Regional Supplement Guide. Stream
were assessed using NCDWR methodology. A Request for Preliminary Jurisdictional Determination (Pre -
JD) package was provided to the USACE on October 14, 2016.
Representatives of the USACE (David Brown and Steve Kichefski) and NCDWR (Kevin Mitchell) visited the
project site on November 17, 2016 to approve the original delineation and verify the
location/classification of affected features.
2

Pre -Construction Notification
DENC Line 201 Low -Water Crossing Southwest of Stoneway Lane
Rutherfordton, Rutherford County, North Carolina
S&ME Project No. 7335-20-075
The project area was re -assessed by S&ME in August 2020. The subject stream channel is Jarretts Creek
(NCDWR Index No. 9-31; Class WS-IV) which drains to the south/southwest. The stream exhibits perennial
flow. Within the easement, the width of Jarretts Creek ranges from approximately seven to twelve feet.
Affected portions of the streambanks, which were previously eroded and nearly vertical, were stabilized
with natural material and coir fabric following the recent repair of the exposed pipe.
S&ME also assessed the remaining review area for the presence of wetlands or additional water bodies.
One small wetland area was identified adjoining the subject stream to the west, but no additional water
bodies were identified. The wetland can be described as an herbaceous/shrub/scrub type and will not be
affected by this project.
Information relative to the original Pre -JD is included in Appendix I, and representative photographs of
recent site conditions are included in Appendix II.
Description of the Work
DENC plans to install a low-water ford crossing in a stream that flows across their existing M-201 natural
gas pipeline easement near a segment of pipeline that has recently been repaired. The ford will be
constructed by installing a manufactured geoweb below the existing streambed at the crossing location.
The geoweb consists of a network of interconnected cells that are backfilled with appropriately sized
aggregate. The top of the geoweb and associated backfill material will match the average preconstruction
crossing elevation. The geoweb will provide load stability to accommodate periodic passage of
maintenance equipment without damaging the integrity of the streambed and adjacent banks.
In stream work will be conducted "in the dry" by construction of a clean -water bypass using coffer dams
and pumping. Following installation of the crossing, temporarily affected portions of the streambank will
be re -stabilized and restored. Proposed Construction Drawings are provided in Appendix III.
A summary of impacts is provided in Table 1.
Table 1: Summary of Impacts
1225
Stream ID
Temporary Dewatering
(Linear Feet)
Permanent
(Linear Feet)
Jarretts Creek
77
22
Total:
99
22
The combined workspace and access from Stoneway Lane is 1.82 acres. The original Erosion and Sediment
Control (E&SC) Plan approved by the NCDEQ-DEMLR has been revised to reflect inclusion of the low-
water ford crossing and will be submitted to the NCDEQ-DEMLR for approval.
3

I I=
Pre -Construction Notification
DENC Line 201 Low -Water Crossing Southwest of Stoneway Lane
Rutherfordton, Rutherford County, North Carolina
S&ME Project No. 7335-20-075
Protected Species
To assist the USACE with determining compliance with applicable sections of the Endangered Species Act
(ESA) of 1973 (16 USC 1531-1543), S&ME submitted a request for information to the NCNHP. The NCNHP
responded with a report dated June 23, 2022 that lists element occurrences, natural areas, and managed
areas within a one -mile radius of the project area. The report identified no occurrences of federally
protected species, no natural areas, and no managed areas within the project area or within a one -mile of
the project area.
S&ME also consulted the USFWS Information for Planning and Consultation (IPaC) system for a list of
species that are known or expected to occur near the assessment area. The USFWS IPaC report identified
the species listed in Table 2 as having the potential for direct or indirect affects by activities in the
assessment area.
Table 2: Federally Listed Species Summary
Common Name
Scientific Name
Federal
Status
County
Status
Recorded w/in 1
Mile of Route?
Indiana Bat
Myotis sodalis
E
Current
No
Northern Long-eared Bat
Myotis septentrionalis
T
Current
No
Bog Turtle
Clemmys muhlenbergii
T (S/A)
Current
No
Dwarf -flowered Heartleaf
Hexastylis naniflora
T
Current
No
Small Whorled Pogonia
Isotria medeoloides
T
Current
No
Rock Gnome Lichen
Gymnoderma lineare
E
Current
No
Monarch Butterfly
Danaus plexippus
C
Current
No
Bald Eagle
Haliaeetus
BGEPA
Current
No
C = Candidate; E = Endangered; T = Threatened; T (S/A) = Threatened (Similarity of Appearance); BGEPA = Bald and Golden Eagle
Protection Act
Descriptions of the relevant species taken from USFWS sources are provided below.
Indiana Bat
Status: Endangered
Biological Determination: No Effect
The Indiana bat (Myotis sodalis) is a small, insectivorous, migratory bat that hibernates colonially in caves
and mines in the winter. This genus of bats have relatively small, mouse -like ears. Indiana bats are also
colonial in the summer. During hibernation, clusters of up to 500 bats per square foot form in the
hibernacula.
Indiana bats require forests for foraging and roosting and are found in forested areas in the eastern half
of the United States. In summer, most reproductive females occupy roost sites in forested areas under the
4

I I.
Pre -Construction Notification
DENC Line 201 Low -Water Crossing Southwest of Stoneway Lane
Rutherfordton, Rutherford County, North Carolina
S&ME Project No. 7335-20-075
exfoliating bark of dead or dying trees that retain large, thick slabs of peeling bark. Primary roosts usually
receive direct sunlight for more than half the day. Roost trees are often within canopy gaps in a forest, in a
fence line, or along a wooded edge. Habitats in which maternity roosts occur include riparian zones,
bottomland and floodplain habitats, wooded wetlands and upland communities. Indiana bats typically
forage in semi -open to closed forested habitats with open understory, forest edges, and riparian areas.
During winter, Indiana bats are restricted to suitable underground hibernacula. Most of these sites are
caves located in karst areas of the east -central United States; however, Indiana bats also hibernate in
other cave -like locations, especially abandoned mines. A lack of suitable hibernacula may prevent
occupancy of areas that otherwise have adequate habitat.
The project as proposed should have no effect on the Indiana bat because the project site does not
contain suitable habitat for this species.
Northern Long-eared Bat
Status: Threatened
Biological Determination: No Effect
The northern long-eared bat (Myotis septentrionalis) is a medium-sized bat about three to 3.7 inches in
length but with a wingspan of 9 to 10 inches. This bat generally is associated with old -growth forests
composed of trees 100 years old or older. It relies on intact interior forest habitat, with low edge -to -
interior ratios. Relevant late -successional forest features include a high percentage of old trees, uneven
forest structure (resulting in multilayered vertical structure), single and multiple tree -fall gaps, standing
snags, and woody debris.
Foraging occurs within forests, along forest edges, over forest clearings, and occasionally over ponds.
Eleven individuals (10 males, 1 female) tagged with chemical lights observed during the summer in
Missouri, foraged almost exclusively among the trees of hillside and ridge forests, rather than utilizing
floodplain and riparian forests; frequently foraging occurred within one to three meters of the ground.
Foraging bats doubled back frequently and only slowly moved out of the observation area. In Iowa,
females were found primarily foraging in mature deciduous uplands with adjacent deep ravines and in a
disturbed riparian area with an adjacent floodplain and agricultural lands.
Hibernation occurs primarily in caves, mines, and tunnels, typically those with large passages and
entrances, relatively constant and cool temperatures, high humidity, and no air currents. Hibernators
frequently roost in crevices, drill holes, and similar sites where they may be overlooked during surveys but
roosting in the open is not uncommon. A lack of suitable hibernacula may prevent occupancy of areas
that otherwise have adequate habitat.
The project as proposed should have no effect on northern long-eared bat because suitable habitat will
not be affected. The low-water ford crossing installation and restoration activities will take place within an
existing utility corridor that is already cleared of woody vegetation or is otherwise vegetated at its
periphery with shrubs/immature species of insufficient diameter to support roosting.
5

Pre -Construction Notification
DENC Line 201 Low -Water Crossing Southwest of Stoneway Lane
Rutherfordton, Rutherford County, North Carolina
S&ME Project No. 7335-20-075
Bog Turtle
Status: Threatened (Similarity of Appearance)
Biological Determination: No Effect
The bog turtle (Clemmys muhlenbergii) is the smallest turtle inhabiting North America. Its length typically
does not exceed three to four inches and its weight is usually around four ounces. On its neck there is a
orange/yellow patch coloration found which helps distinguish it from other turtles. This species emerges
from its hibernation in early to mid -April and begin mating as early as May. A female typically lays a clutch
of one to six small, white, elliptical eggs in a shallow nest of sphagnum moss or tuft of grass above the
water line. After seven to eight weeks, the hatchlings emerge. Hatchlings often spend their first year near
the nest.
Bog turtles live in the mud, grass, and sphagnum moss of bogs, swamps, and marshy meadows. These
wetlands are usually fed by cool springs flowing slowly over the land, creating the wet, muddy soil needed
by the turtles.
The project as proposed should have no effect on bog turtles because the project site does not contain
suitable habitat for this species.
Dwarf -flowered Heartleaf
Status: Threatened
Biological Determination: No Effect
The dwarf -flowered heartleaf (Hexastylis naniflora) is a low -growing, evergreen, perennial plant species. It
has heart shaped leaves that are approximately four to six centimeters long. The leaves are dark green
and leathery, supported by a long, thin stem, and connected to an underground stem as well. The flowers
are jug shaped and typically beige to dark brown and sometimes even purple. This species flowers from
mid -March to early June.
Dwarf -flowered heartleaf plants grow in acidic soils along bluffs and adjacent slopes, typically in boggy
areas next to streams or creek headwaters, and along the toe of slopes of nearby hillsides and ravines.
The project as proposed should have no effect on dwarf -flowered heartleaf because the project site does
not contain suitable habitat for this species.
Small Whorled Pogonia
Status: Threatened
Biological Determination: No Effect
The small whorled pogonia (Isotria medeoloides) is an herb in the ten to fourteen inches in height,
depending on if it is flowering or fruiting. Its leaves are oblong and approximately one to three and a half
inches long. The fruit appears as an upright, ellipsoid capsule. The small whorled pogonia has a single
stem and oblong leaves that are grayish -green in color. A single or paired green -yellow flower can be
visible in May or June. This orchid grows in older hardwood stands of beech, birch, maple, oak, and
6

11=
Pre -Construction Notification
DENC Line 201 Low -Water Crossing Southwest of Stoneway Lane
Rutherfordton, Rutherford County, North Carolina
S&ME Project No. 7335-20-075
hickory that have an open understory. Sometimes it grows in stands of softwoods such as hemlock. It
prefers acidic soils with a thick layer of dead leaves, often on slopes near small streams.
The project as proposed should have no effect on the small whorled pogonia because the project site
does not contain suitable habitat for this species.
Rock Gnome Lichen
Status: Endangered
Biological Determination: No Effect
Rock gnome lichen (Gymnoderma lineare) is part of the reindeer moss family that grows in dense colonies
of narrow, strap -like lobes, called squamules. The squamules are blue -gray on the upper surface and
usually shiny white on the lower surface. Near the base of the lobe, the color darkens to black. Small
fruiting bodies occur at the tips of the squamules from July to September. The rock gnome lichen 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. This species 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. High -elevation coniferous forests, with red spruce and Fraser fir, usually on rocky outcrop or cliff
habitats are also areas where this species can occur.
The project as proposed should have no effect on the rock gnome lichen because the project site does
not contain suitable habitat for this species.
Monarch Butterfly
Status: Candidate
Biological Determination: No Effect
The monarch butterfly (Danaus plexippus) is reddish/orange in color with black vein like markings. It has a
black border around its wings with white spots. In the spring and summer, the monarch butterfly's primary
habitat is open field and meadows containing milkweed. In the winter it can be found on the coast of
southern California as well as high altitudes of central Mexico.
The project as proposed should have no effect on monarch butterfly because the project site does not
contain suitable habitat for this species.
Bald Eagle
Status: BGEPA
Biological Determination: No Effect
Distinguished by a white head and white tail feathers, Bald Eagles (Haliaeetus leucocephalus) are powerful,
brown birds that may weigh 14 pounds and have a wingspan of eight feet. Male eagles are smaller,
weighing as much as ten pounds and have a wingspan of six feet. Sometimes confused with Golden
Eagles, Bald Eagles are mostly dark brown until they are four to five years old and acquire their
characteristic coloring.
7

I 17
Pre -Construction Notification
DENC Line 201 Low -Water Crossing Southwest of Stoneway Lane
Rutherfordton, Rutherford County, North Carolina
S&ME Project No. 7335-20-075
Bald Eagles live near rivers, lakes, and marshes where they can find fish, their staple food. Bald Eagles will
also feed on waterfowl, turtles, rabbits, snakes, and other small animals and carrion. Bald Eagles require a
good food base, perching areas, and nesting sites. Their habitat includes estuaries, large lakes, reservoirs,
rivers, and some seacoasts. In winter, the birds congregate near open water in tall trees for spotting prey
and night roosts for sheltering.
Eagles mate for life, choosing the tops of large trees to build nests, which they typically use and enlarge
each year. Nests may reach ten feet across and weigh a half ton. They may also have one or more
alternate nests within their breeding territory. In treeless regions, they may also nest in cliffs or on the
ground. Bald Eagles travel great distances but usually return to breeding grounds within 100 miles of the
place where they were raised. Bald Eagles may live 15 to 25 years in the wild, longer in captivity. Breeding
eagles will typically lay one to three eggs once a year, and they hatch after about 35 days. The young
eagles are flying within three months and are on their own one month later.
No bodies large enough to provide foraging habitat for the Bald Eagle are located within or immediately
near the site. Additionally, no nests were observed or documented on, or near the site. Based on our
observations the site does not contain the habitat necessary to support the listed Bald Eagle. Accordingly,
the project should have no effect on this species.
Copies of the NCNHP and USFWS IPaC reports are included in Appendix IV.
Historic and Archaeological Resources
The project site was assessed in 2016 as part of a larger area subject to a Phase I Archaeological
Assessment conducted by S&ME in connection with the T-01 B Replacement Project (North Carolina State
Historic Preservation Office [NCSHPO] Project No. ER 16-0551). Results of the assessment were provided
to NCSHPO in an October 2016 report. Review of the report indicated that there are no sites eligible for
listing on the National Register of Historic Places (NRHP) in the vicinity of the project area. The closest site
is a Middle Archaic lithic scatter (31 RF245) east of Big island Road, well outside of the proposed project
area. Accordingly, this project should not affect historic, cultural or archaeological resources. Both the
aforementioned Phase I report and SHPO concurrence letter for that project can be provided upon your
request.
Review of the NCSHPO GIS online database (HPOWEB 2.0) did identify one site within a one -mile radius of
the project area. The site is the W. J. Cole House (RF0169) and is located on the southwest side of the
junction of SR 1106 and SR 1195 Sulphur Springs at 35.271607, -81.932904.
Given the distance to the site and proposed access route to be utilized, no historic structures or
archaeological resources are anticipated to be affected by the proposed project. We understand that the
USACE will complete coordination with the NCSHPO as necessary.
Avoidance and Minimization
To minimize impacts to Waters of the U.S., DENC has proposed to limit the space for the project to the
existing easement and previously -affected temporary workspace. Additionally, construction equipment
operating near the stream will be limited to that necessary for installation of the low-water ford crossing
8

Pre -Construction Notification
DENC Line 201 Low -Water Crossing Southwest of Stoneway Lane
Rutherfordton, Rutherford County, North Carolina
S&ME Project No. 7335-20-075
and streambank stabilization activities. DENC will conduct a pre -construction meeting with relevant
company and contractor personnel, and a qualified DENC Environmental Inspector will also be present
on -site during performance of the instream work.
The project has been designed to incorporate appropriate erosion and sediment control practices
outlined in the most recent version of the "North Carolina Erosion and Sedimentation Control Planning
and Design Manual" and approved by the North Carolina Department of Environment and Natural
Resources (NCDENR) prior to construction. Restoration activities following construction are described on
the construction drawings and associated details and are also summarized in the Restoration Plan
(Appendix V).
As proposed, the project will comply with applicable conditions of the aforementioned NWP and WQC
GC. Following the repair work, the temporarily -affected streambanks of Jarretts Creek will be restored in
accordance with the accompanying construction documents. Because the project will not result in
permanent stream impacts exceeding 150 linear feet or 0.02 acre, and wetland impacts that exceed 0.10
acre, compensatory mitigation should not be required.
Closing
Thank you for your review of this PCN. Based on our previous communications and understanding of the
appropriate notification requirements, written concurrence from the USACE and NCDWR is required for
the project. Please feel free to contact us at 704-523-4726 with questions or if you need additional
information.
Sincerely,
S&ME
Joey Lawler, PWS
Senior Consultant
Senior Review by Jason Reeves, P.E., Principal Engineer
cc. Robert Ley, P.E. — DENC
Appendices:
Rebeckah Sims, PWS
Natural Resources Professional II
Figures
Appendix I - Pre -JD Information and Agent Authorization Form
Appendix II - Site Photographs
Appendix III - Construction Drawings/Revised E&SC Plan
Appendix IV — NCNHP and USFWS IPaC Reports
Appendix V — Restoration Plan
9

Figures

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III ` DOMINION ENERGY NORTH CAROLINA 6-23-22 3
LOW-WATER FORD CROSSING SOUTHWEST OF STONEWAY LANE PROJECT NUMBER
RUTHERFORDTON, RUTHERFORD COUNTY, NORTH CAROLINA 7335-20-075

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LOW-WATER FORD CROSSING SOUTHWEST OF STONEWAY LANE PROJECT NUMBER
RUTHERFORDTON, RUTHERFORD COUNTY, NORTH CAROLINA 7335 20 075

Appendix I
Pre -JD Information and Agent Authorization Form

AGENT AUTHORIZATION FORM
Date: 4/11/22
Project Information
S&ME Project Name:
Type of Project:
Location:
Dominion Energy North Carolina (DENC) Projects
Natural Gas Transmission/Distribution Construction/Maintenance Projects
DENC North Carolina Service Territory
Property Owner/Rep Information
Owner Name: Dominion Energy Southeast Services, Corporate Environmental
Mailing Address: 220 Operations Way, MC C221
Telephone No.
Contact:
Cayce, South Carolina 29033
803-201-2539
Robert Ley, P.E.
Agent Information
Business Name:
Street Address:
City, State, Zip:
Telephone No.
Contact:
S&ME, Inc.
2016 Ayrsley Town Blvd., Suite 2-A
Charlotte, North Carolina 28273
704-523-4726
Joey Lawler, PWS
Authorization:
Signature:
Robert Ley , hereby authorize S&ME, Inc. to
submit information to and coordinate with the US Army Corps of Engineers
(USACE) and/or the NC Division of Environmental Quality (NCDEQ) and other
relevant Federal/State/Local agencies pursuant to obtaining necessary
environmental permits for various DENC natural gas -related projects. If
applicable, this also authorizes the USACE/NCDEQ to access DENC
existing/proposed easements for the purposes of conducting site
assessment/confirming the accuracy of delineated boundaries.
bbed. J Leff, TE
S&ME, INC. / 9751 Southern Pine Blvd / p 704.523.4726 f 704.525.3953 / www.smeinc.com

PRELIMINARY JURISDICTIONAL DETERMINATION (JD) FORM
U.S. Army Corps of Engineers
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JD: February 6, 2017
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
PSNC - SCANA / Attn.: Aaron Schwartz
220 Operation Way, MC C221
Cayce, SC 29033
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
CESAW-RG-A, SAW-2016-00773, PSNC T-01 Phase II Gas Pipeline Replacement
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
The majority of the project corridor is located in an existing natural gas pipeline right-of-way with short segments
of new right-of-way. The corridor is in Polk, Rutherford, and Cleveland Counties, North Carolina. The westem
terminus is adjacent to Silver Creek Road near Mill Spring (35.3032 N, 82.1746 W). From this point the corridor
runs generally southeast for approximately 48 miles to its eastern terminus along to Dixon School Road near Kings
Mountain (35.1902 N, 81.3783 W). The mid -point of the corridor is near where the exiting right-of-way intersects
Old Morresboro Road (35.2783 N, 81.7614 W).
State: NC
County/parish/borough: Polk, Rutherford, and Cleveland
City: Mill Spring, Caroleen, Boiling Springs, Patterson Springs, and Kings Mountain
Center coordinates of site (lat/long in degree decimal format): 35.27829 N, 81.76136 W
Universal Transverse Mercator: N/A
Name of nearest waterbody: Canal Creek, Little White Oak Creek, Machine Creek, Green River, Broad River,
Grays Creek, Jarretts Creek, Richardson Creek, Floyds Creek, Brackens Creek, Second Broad River, Hills Creek,
Grog Creek, Sandy Run, Beaverdam Creek, Sugar Branch, Hawkins Branch, First Broad River, Buffalo Creek,
Beason Creek, Long Branch, and UTs of these streams.
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date: February 6, 2017
Field Determination. Date(s): November 17, 2016
Use the table below to document aquatic resources and/or aquatic resources at different sites
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION
Site
Number
Centered Coordinates
(decimal degrees)
Latitude Longitude
Estimated Amount of
Aquatic Resource in
Review Area
Type of Aquatic
Resource
Geographic Authority to
Which Aquatic
Resources "May Be"
Subject
SA01A
35.30669700
-82.17408200
123
FOOT
Non -wetland Waters
Section 404
SA02
35.30684300
-82.17054800
81
FOOT
Non -wetland Waters
Section 404
SA01B
35.30693700
-82.15968300
280
FOOT
Non -wetland Waters
Section 404
SA03
35.30683800
-82.15906000
31
FOOT
Non -wetland Waters
Section 404
SA04
35.30582700
-82.15091300
117
FOOT
Non -wetland Waters
Section 404
SA05
35.30524600
-82.14811300
96
FOOT
Non -wetland Waters
Section 404
SA06
35.30291600
-82.14100700
81
FOOT
Non -wetland Waters
Section 404
SA07
35.30108300
-82.13696300
108
FOOT
Non -wetland Waters
Section 404
7

SA08
35.29787900 I -82.13334900 I 22 1 FOOT I Non -wetland Waters
Section 404
SA10
35.2952 r800 ,-82.12339600
90 I FOOT Non -wetland Waters
Section 404
SA12
35.29381100
-82.11954300 I 104 I FOOT
Non -wetland Waters
Section 404
SA13
35.29275600
-82.11676200
79 I FOOT
Non -wetland Waters
Section 404
SCO4
35.29247000
-82.10942400
93 FOOT
Non -wetland Waters
Section 404
SCO8
35.29587500
-82.10376100
86
FOOT
Non -wetland Waters
Section 404
SCO6
35.29827300
-82.09627700
93
FOOT
Non -wetland Waters
Section 404
SC11
35.29936100
-82.08441500
145
FOOT
Non -wetland Waters
Section 404
SC12
35.29 793700
-82.07751700
151
FOOT
Non-wetiand Waters
Section 404
SC14
35.29741200
-82.06901300
148
FOOT
Non -wetland Waters
Section 404
SD10
35.29518500
-82.05938000
150
FOOT
Non -wetland Waters
, Section 404
SE02
35.29276000
-82.05688100
101
FOOT
Non -wetland Waters
Section 404
SE01
35.28917900
-82.04895600
81
FOOT
Non -wetland Waters
Section 404
SDO6
35.28633200
-82.04331000
8
FOOT
Non -wetland Waters
Section 404
SDO5
35.28636900
-82.04289100
339
FOOT
Non -wetland Waters
Section 404
SDO3
35.28430000
-82.03797400
249
FOOT
I Non -wetland Waters •
Section 404
SGO2
35.28194200
-82.03630500
206
FOOT
Non -wetland Waters
Section 404
SF01
35.27868200
-82.03651200
103
FOOT
Non -wetland Waters
Section 404
SA17
35.27117200
-82.01379200
81
FOOT
Non -wetland Waters
Section 404
SA18
35.27117800
-82.00899000
126
FOOT Non -wetland Waters
Section 404
SA19
35.2; 347100
-82.00284400
64
FOOT Non_ -wetland Waters
Section 404
SA21
35.27626000
-81.99509800
109
i
FOOT ! Non -wetland Waters
Section 404
SA22
35.27641600
-81.98560700
73
. FOOT
Non -wetland Waters
Section 404
SA24
35.27739100
-81.97909100
52
1
FOOT Non-wetiand Waters
Section 404
SA25
35.27858000
-81.96987100
126
FOOT I Non -wetland Waters
Section 404-
SA27
35.27883500
-81.96058000
74
FOOT ', Non -wetland Waters
Section 404
SA28
35.27922400
-81.95701800
201
FOOT
Non -wetland Waters
Section 404
SA29
35.27956600
-81.95377500
42
FOOT
Non -wetland Waters
Section 404
SA31
35.28023400
-81.93939600
127
FOOT I Non -wetland Waters
Section 404
SA34
35.28221500
-81.91563700
85
; FOOT I Non -wetland Waters
Section 404
SA35
i 35.28231700
-81.91560100
47
I FOOT Non -wetland Waters
Section 404
SA36
35.28224900
-81.91535000
121
FOOT
Non -wetland Waters
Section 404
SA37
35.28347400
-81.89356500
79
FOOT
Non -wetland Waters
Section 404
SA38
35.28350100
-81.89324500
54
FOOT
Non -wetland Waters
Section 404
SA39
35.28349700
-81.89314700
46
1
I FOOT
Non -wetland Waters
Section 404
l SA40
35.28352000
-81.88695100
134 FOOT
Non -wetland Waters
Section 404
SA41
35.28371200
-81.88677800
82 FOOT
Non -wetland Waters
Section 404
SA42
35.28425700
-81.87868100
100 I FOOT
Non -wetland Waters
Section 404
SA43
35.28458600
-81.87529700
115
FOOT
Non -wetland Waters Section 404 •
SA44
35.28530500
-81.86560200
184
FOOT
Non -wetland Waters j Section 404
SA46
35.28556700
-81.86142000
72
FOOT
Non -wetland Waters j Section 404
SA45
35.28563000
-81.86108900 '
181 FOOT
Non -wetland Waters Section 404
SA47
35.28633600
I -81.85473000
112 FOOT
Non -wetland Waters J Section 404
SA49
35.28876600
-81.82573600
115 FOOT
Non -wetland Waters., Section 404
S A51
35.28916600
-81.80646000
111 { FOOT
Non -wetland Waters Section 404
S A52
35.28 710000
-81.79863400
68 FOOT
Non -wetland Waters j Section 404
SA53
I 35.28691400
-81.79821800
186 I FOOT
Non -wetland Waters i Section404
8

SA55
35.28556800
-81.79360100
141
FOOT
Non -wetland Waters
Section 404
SA56
35.28123300
-81.77201000
202
FOOT
Non -wetland Waters
Section 404
SA57
35.28092900
-81.76931100
56
FOOT
Non -wetland Waters
Section 404
SA58
35.27982500
-81.76508700
95
FOOT
Non -wetland Waters
Section 404
SA59
35.27813300
-81.76089100
85
FOOT
Non -wetland Waters
Section 404
SA61
35.27340600
-81.73745400
123
FOOT
Non -wetland Waters
Section 404
SA62
35.27165000
-81.72982600
100
FOOT
Non -wetland Waters
Section 404
SA63
35.27140600
-81.72944700
156
FOOT
Non -wetland Waters
Section 404
SA64
35.27026800
-81.72416000
88
FOOT
Non -wetland Waters
Section 404
SA65
35.27019800
-81.72384500
83
FOOT
Non -wetland Waters
Section 404
SA66
35.26919200
-81.71987600
130
FOOT
Non -wetland Waters
Section 404
SA67
35.26690300
-81.71002500
190
FOOT
Non -wetland Waters
Section 404
SA68
35.26625400
-81.70587600
66
FOOT
Non -wetland Waters
Section 404
SA69
35.26569000
-81.70201900
67
FOOT
Non -wetland Waters
Section 404
SA71
35.26404900
-81.69543400
143
FOOT
Non -wetland Waters
Section 404
SA72
35.26314200
-81.69410400
140
FOOT
Non -wetland Waters
Section 404
SA73
35.26175200
-81.68854700
160
FOOT
Non -wetland Waters
Section 404
SA75
35.25653600
-81.67017900
102
FOOT
Non -wetland Waters
Section 404
SA76A
35.25339100
-81.65102200
136
FOOT
Non -wetland Waters
Section 404
SA76B
35.25232300
-81.64671200
126
FOOT
Non -wetland Waters
Section 404
SB03
35.24943300
-81.63019600
142
FOOT
Non -wetland Waters
Section 404
SB04
35.24625300
-81.62290400
145
FOOT
Non -wetland Waters
Section 404
SA79
35.24454400
-81.61621800
367
FOOT
Non -wetland Waters
Section 404
SA80
35.24412900
-81.61340200
143
FOOT
Non -wetland Waters
Section 404
SA81A
35.23767500
-81.60069800
69
FOOT
Non -wetland Waters
Section 404
SCO3A
35.23774100
-81.60037800
121
FOOT
Non -wetland Waters
Section 404
SA87
35.23878300
-81.58736500
75
FOOT
Non -wetland Waters
Section 404
SA88
35.23592000
-81.57502800
86
FOOT
Non -wetland Waters
Section 404
SA90
35.23482800
-81.56994300
85
FOOT
Non -wetland Waters
Section 404
SA91
35.23303600
-81.56234000
118
FOOT
Non -wetland Waters
Section 404
SA92
35.23135700
-81.55560100
51
FOOT
Non -wetland Waters
Section 404
SA93
35.23127600
-81.55554400
85
FOOT
Non -wetland Waters
Section 404
SA94
35.23100300
-81.55426600
99
FOOT
Non -wetland Waters
Section 404
SA95
35.23103800
-81.55401800
132
FOOT
Non -wetland Waters
Section 404
SA96
35.22880600
-81.54334000
94
FOOT
Non -wetland Waters
Section 404
SA98
35.22810200
-81.53947200
64
FOOT
Non -wetland Waters
Section 404
SAI00
35.22335900
-81.52637400
105
FOOT
Non -wetland Waters
Section 404
SA102
35.22253100
-81.51472100
153
FOOT
Non -wetland Waters
Section 404
SA104
35.21724200
-81.49407700
62
FOOT
Non -wetland Waters
Section 404
SA106
35.21640500
-81.48881500
79
FOOT
Non -wetland Waters
Section 404
SA107
35.21500500
-81.48200500
53
FOOT
Non -wetland Waters
Section 404
SA108
35.21208300
-81.47054300
73
FOOT
Non -wetland Waters
Section 404
SA110
35.21129600
-81.46790600
63
FOOT
Non -wetland Waters
Section 404
SA1I1
35.20685400
-81.44869700
62
FOOT
Non -wetland Waters
Section 404
SA112
35.20608700
-81.44505400
90
FOOT
Non -wetland Waters
Section 404
SA113
35.20558300
-81.44332100
79
FOOT
Non -wetland Waters
Section 404
SA114
35.20453000
-81.43834200
81
FOOT
Non -wetland Waters
Section 404
9

SA117
35.20291900 I -81.43016300 . 56
FOOT
I Non -wetland Waters
Section 404
SA120
35.20238300 -81.42787800 94
FOOT
Non -wetland Waters
Section 404
SA119
35.20159800
-81.42563200 - 81
FOOT
Non -wetland Waters
Section 404
SH01
35.19662100
-81.42279200 82
FOOT
Non -wetland Waters
Section 404
SA121
35.19253300
-81.42277800 i 148
FOOT
Non -wetland Waters
Section 404
ORA02
35.29784200
-82.13346000 0.02
ACRE
Non -wetland Waters
Section 404
WC07 .
35.29238200
-82.10946400 0.052
ACRE
Wetland
Section 404
WC/1
35.29642800
-82.10264000
0.202
ACRE
Wetland
Section 404
WC12
35.29944400
-82.08435600
0.008 ACRE
Wetland
Section 404
WD10
35.29504600
-82.05948600
0.046 ! ACRE
Wetland
- Section 404
WE02
35.29276600
-82.05694800
0.006 j ACRE
Wetland '
Section 404
WE01
35.28913400
-82.04902500
0.004 . ACRE
Wetland
Section 404
WD07
35.28422900
-82.03801600
0.004 ACRE
Wetland
Section 404
WDO6
35.28401800
-82.03 7 55500
0.004 ACRE
Wetland
Section 404
WA02
35.27333500
-82.00290000
0.004 ACRE
Wetland
Section 404
WA03
35:27629400
-81.99515800
0.018 i ACRE
Wetland
Section 404
WA04
35.27752200
-81.97908300
0.018 ACRE Wetland
Section 404
WA05
35.27859800
-81.97012100
0.026 ACRE 1 Wetland
Section 404
WA08
35.28028500
-81.94596600
0.158
ACRE Wetland
. Section 404
WA11
35.28235600
-81.91526100
0.034 1 ACRE 1 Wetland
Section 404
WA14
35.28337200
-81.89314100
0.064 ACRE Wetland
Section 404
WA15
35.28362100
-81.88701100
- 0.049 I ACRE Wetland
Section404
WA16
35.28365300
-81.88681400
0.054 ' ACRE 1 Wetland
Section 404
W A 18
35.28545100
-81.86130600
0.012 i ACRE ( Wetland
• Section 404
WA19
35.28556800
-81.86093500
0:015 ACRE 1 Wetland
Section 404
OWA06
35.28660400
-81.85232500
0.005
ACRE i Non -wetland Waters
Section 404
WA20
35.28659400
-81.85209900
0.065
ACRE Wetland
Section 404
WG03
35.28885400 -81.84139700
0.002
ACRE
Wetland
Section 404
WG04
35.28857100 -81.83955100
0.013
ACRE
Wetland
Section404
W A21
35.28878300 !-81.82585800
0.116
ACRE
Wetland
Section 404
WA2 3
35.28997800
-81.80934800
0.038
ACRE
Wetland
Section 404
WA26
35.28908700
-81.80645800
0.005
ACRE
Wetland
Section 404
WA27
35.28729900
-81.79899600 9899600
0.137
ACRE
Wetland
Section 404
WA28
35.28651300
-81.79689000
0.152
ACRE
Wetland
Section404
WA29
35.28537900
-81.79358500
0.001
ACRE
Wetland
Section 404
V4A30
35.28134500
-81•.77218900
0.01
ACRE
Wetland
Section 404
WA31
35.281 i7800
-81.77202000
0.034
ACRE
Wetland
Section 404
WA36
35.27338700
-81.73745700
• 0.001
ACRE
Wetland
Section 404
WA37
35.27171100.
-81.73041400
0.123
ACRE
Wetland
Section 404
WA38
35.27133900
-81.72879100
0.141
ACRE
Wetland
Section 404
WA39
35.26914900
-81.72001800 •
0.003
ACRE
Wetland
Section 404
WA43
35.26632200
-81.70579700
0.018
ACRE
Wetland
Section 404
WA45
35.26553200
-81.70191600
0.008
ACRE
Wetland
Section 404
W A4 +
35.26159200
-81.68817300
0.076
ACRE
Wetland
Section 404
WA48
35.25649900
-81.67027000
0.012
ACRE
Wetland
Section 404
WBO3
35.25151600
-81.64372600
0.01
ACRE
Wetland
Section 404
WA52
35.24445800
-81.61684300
0.023
ACRE
Wetland
Section 404
10

WA60
35.23482500
-81.57014600
0.015
ACRE
Wetland
Section 404
WA61
35.23290700
-81.56231800
0.002
ACRE
Wetland
Section 404
WA63
35.23088800
-81.55391900
0.03
ACRE
Wetland
Section 404
WC01
35.22375100
-81.52980500
0.016
ACRE
Wetland
Section 404
WA65
35.22462700
-81.52469800
0.017
ACRE
Wetland
Section 404
WA66
35.22348500
-81.51903700
0.001
ACRE
Wetland
Section 404
WA67
35.22069300
-81.51014300
0.051
ACRE
Wetland
Section 404
WA68
35.21546100
-81.48386800
0.071
ACRE
Wetland
Section 404
WA69
35.21473600
-81.47996400
0.11
ACRE
Wetland
Section 404
WA70
35.21404600
-81.47864500
0.014
ACRE
Wetland
Section 404
WA71
35.21334600
-81.47542500
0.142
ACRE
Wetland
Section 404
WA72
35.21150900
-81.46804500
0.441
ACRE
Wetland
Section 404
WA77
35.19218300
-81.42257300
0.156
ACRE
Wetland
Section 404
WA79
35.19150200
-81.42228200
0.007
ACRE
Wetland
Section 404
WA78
35.19135800
-81.42211900
0.016
ACRE
Wetland
Section 404
1. The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review
area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an
approved JD (AJD) for that review area based on an informed decision after having discussed the
various types of JDs and their characteristics and circumstances when they may be appropriate.
2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General
Permit (NWP) or other general permit verification requiring "pre- construction notification" (PCN),
or requests verification for a non -reporting NWP or other general permit, and the permit applicant
has not requested an AJD for the activity, the permit applicant is hereby made aware that: (1) the
permit applicant has elected to seek a permit authorization based on a PJD, which does not make
an official determination of jurisdictional aquatic resources; (2) the applicant has the option to
request an AJD before accepting the terms and conditions of the permit authorization, and that
basing a permit authorization on an AJD could possibly result in less compensatory mitigation
being required or different special conditions; (3) the applicant has the right to request an individual
permit rather than accepting the terms and conditions of the NWP or other general permit
authorization; (4) the applicant can accept a permit authorization and thereby agree to comply with
all the terms and conditions of that permit, including whatever mitigation requirements the Corps
has determined to be necessary; (5) undertaking any activity in reliance upon the subject permit
authorization without requesting an AJD constitutes the applicant's acceptance of the use ofthe
PJD; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or
undertaking any activity in reliance on any form of Corps permit authorization based on a PJD
constitutes agreement that all aquatic resources in the review area affected in any way by that
activity will be treated as jurisdictional, and waives any challenge to such jurisdiction in any
administrative orjudicial compliance or enforcement action, or in any administrative appeal or in
any Federal court; and (7) whether the applicant elects to use either an AJD or a PJD, the JD will
be processed as soon as practicable. Further, an AJD, a proffered individual permit (and all terms
and conditions contained therein), or individual permit denial can be administratively appealed
pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it becomes appropriate to
make an official determination whether geographic jurisdiction exists over aquatic resources in the
review area, or to provide an official delineation of jurisdictional aquatic resources in the review
area, the Corps will provide an AJD to accomplish that result, as soon as is practicable. This PJD
finds that there "may be" waters of the U.S. and/or that there "may be" navigable waters of the U.S.
on the subject review area, and identifies all aquatic features inthe review area that could be
affected by the proposed activity, based on the following information:
11

SUPPORTING DATA
Data reviewed for preliminary JD (check all that apply) - Checked items should be included in subject file.
Appropriately reference sources below where indicated for all checked items:
Maps, plans, plots or plat submitted by or on behalf of preliminary ID requester: S&ME, Inc. October 18, 2016;
revisions October 27, 2016 & January 6, 2017
Data sheets prepared/submitted by or on behalf of preliminary ID requester.
® Office concurs with data sheets/delineation report.
D Office does not concur with data sheets/delineation report. Rational:
Data sheets prepared by the Corps:
Corps navigable waters' study:
0 U.S. Geological Survey (USGS) Hydrologic Atlas:
E USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
USGS map(s). Cite scale & quad name: Mill Spring, Pea Ridge, Rutherfordton South, Forest City, Boiling Springs
North, Blacksburg North, and Grover.
Natural Resources Conservation Service (MRCS) Soil Survey.
Citation: Polk, Rutherford, and Cleveland County, NC
National wetlands inventory (NWI) map(s). Cite name:
State/Local wetland inventory map(s):
Federal Emergency Management Agency (FEMA) / Flood Insurance Rate Map (FIRM) maps:
0 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: ® Aerial (Name & Date): Google Earth Pro Oct, 2015
or ❑ Other (Name & Date):
0 Previous determination(s). File no. and date of response letter:
Applicable/supporting scientific literature:
Other information (please specify):
►�1
IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps and
should not be relied upon for later jurisdictional determinations.
David Brown, February 6, 2017
Signature and date of Regulatory
staff member completing
preliminary JD
PSNC - SCANA /Aaron Schwartz
OR
S&ME, Inc. /
for PSNC-SCANA peruthorization
Signature and date of person requesting
preliminary JD (REQUIRED, unless obtaining the
signature is impracticable)
Two copies of this Preliminary JD Form have been provided Please sign both copies Keep one signed copy for your record
and return a signed copy to the Asheville Regulatory Field Office by mail or e-mail.
US Army Corps of Engineers -Wilmington District
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
1 Districts may establish tirneframes for requester to return signed PTD forms. If the requester does not respond within the established time
frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action.
12

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: SAW-2016-00773 County: Polk, Rutherford, and Cleveland
U.S.G.S. Quad: Mill Spring, Pea Ridge, Rutherfordton South, Forest City, Boiling Springs North, Blacksburg North.
and Grover
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner:
Address:
Telephone Number:
Size (acres):
Nearest Town:
Nearest Waterway:
Coordinates:
River Basin/ HUC:
PSNC - SCANA / Attn.: Aaron Schwartz
220 Operation Way, MC C221
Cayce, SC 29033
803-217-7112
466 (48 mile natural gas pipeline right-of-wav)
Mill Spring, Caroleen, Boiling Springs, Patterson Springs, and Kings Mountain
Canal Creek, Little White Oak Creek, Machine Creek, Green River, Broad River, Grays
Creek, Jarretts Creek, Richardson Creek, Floyds Creek, Bracketts Creek, Second Broad
River, Hills Creek, Grog Creek, Sandy Run, Beaverdam Creek, Sugar Branch, Hawkins
Branch, First Broad River, Buffalo Creek, Beason Creek, Long Branch, and UTs of these
streams.
35.27829 N, 81.76136 W
Upper Broad (03050105)
Location description: The majority of the protect corridor is Iocated in an existing natural gas pipeline right-of-way
with short segments of new right-of-way. The corridor is in Polk, Rutherford, and Cleveland Counties, North
Carolina. The western terminus is adjacent to Silver Creek Road near Mill Spring (35.3032 N, 82.1746 W). From this
point the corridor runs generally southeast for approximately 48 miles to its eastern terminus along to Dixon School
Road near Kings Mountain (35.1902 N, 81.3783 W). The mid -point of the corridor is near where the exiting pipeline
right-of-way intersects Old Morresboro Road (35.2783 N, 81.7614 W).
Indicate Which of the Following Apply:
A. Preliminary Determination
X There are waters, including wetlands, on the above described project area, that may be subject to section 404 of the
Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently
accurate and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process,
including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation
requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat
all waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional
waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an
appealable action, by contacting the Corps district for further instruction.
_ There are wetlands on the above described property, that may be subject to Section 404 of the Clean Water Act
(CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the
waters, including wetlands, have not been properly delineated, this preliminary jurisdiction determination may not be
used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely
an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands, at the project area,
which is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have
the waters of the U.S. on your property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the
Corps.
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements
of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33
USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.

There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We recommend you have the waters of the U.S. on your property delineated. As the Corps may not be able to
accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation
that can be verified by the Corps.
The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. If you wish to have the delineation surveyed; the Corps can review and verify the survey upon
completion. Once verified, this survey will provide an accurate depiction of all areas subject to CWA and/or RHA
jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied
upon for a period not to exceed five years.
The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Carps Regulatory Official identified below on . Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management to determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material,
construction or placement of structures, or work within navigable waters of the United States without a Department of the
Army permit may constitute a violation of Sections 9 and'or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If
you have any questions regarding this determination and or the Corps regulatory program, please contact David Brown at
828-271-7980, ext. 4232 or [e-mail].
C. Basis for Determination:
See attached preliminary jurisdictional determination form.
D. Remarks:
The potential waters of the U.S., in the project corridor, were delineated by S&ME, Inc. The delineation was assessed in
the field by the Corps on November 17, 2016 and are as approximately depicted on the enclosed Potential Waters of the
CS maps (figures 10-40, dated January 4, 2017) and summarized on the attached Stream Summary Table and
Weiland'Open Water Summary Table submitted by S&ME, Inc.
E. Attention USDA Program Participants
This delineation:determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation determination 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 request a certified wetland determination from the local office of the Natural
Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find
a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA. form to the following address:
2

US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M 15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must deter Arsine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by N/A (Preliminary -JD).
**It is not necessary to submit an RFA form to the Division Office if you do not object to the detei,iiination in this
correspondence. * *
Corps Regulatory Official:
David Brown
Issue Date of JD: February 6, 2017 Expiration Date: N/A Preliminary JD
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure
we continue to do so, please complete our Customer Satisfaction Survey, located online at
http://corpsmapu.usace.army.mil/cm apex/f?p=136:4:0.
Copy furnished:
S&ME, Inc., Attn.: Joey Lawler, 9751 Southern Pine Boulevard, Charlotte, NC 28273
3

Appendix II
Site Photographs

iiii SITE PHOTOGRAPHS
iiik
Dominion Energy North Carolina
Eir
Low-Water Ford Crossing Southwest of Stoneway Lane
I Rutherfordton, Rutherford County, North Carolina
lipr S&ME Project No. 7335-20-075
Iiik
PHOTOGRAPH 1
4 ., h
VIEWING DIRECTION: West '•
DESCRIPTION/COMMENT: View of
the eastern boundary of the limits of
disturbance (LOD).
•
PHOTOGRAPH 2
OP". .
VIEWING DIRECTION: North
F k y
DESCRIPTION/COMMENT: View of - -
access point off Stone Way Lane. _
_ .__.
r
1

SITE PHOTOGRAPHS
Dominion Energy North Carolina
Low-Water Ford Crossing Southwest of Stoneway Lane
Rutherfordton, Rutherford County, North Carolina
S&ME Project No. 7335-20-075
PHOTOGRAPH 3
VIEWING DIRECTION: West DESCRIPTION/COMMENT: View of
the LOD.
_ ..
&
PHOTOGRAPH 4
_s
SOB LOT BLOCK
MO( z, -
MOI S-o WAI ttat� r
VIEWING DIRECTION: South
•
DESCRIPTION/COMMENT: View of `-•
construction documentation present "
at access point off Stone Way Lane. .a y'
M. ka }
ti • s - .
!r f
ia._..�... ' s
2

SITE PHOTOGRAPHS
iiiik
Dominion Energy North Carolina
Eir
Low-Water Ford Crossing Southwest of Stoneway Lane
I Rutherfordton, Rutherford County, North Carolina
low S&ME Project No. 7335-20-075
Iiik
r�
4 ''r` 5 0' , r s '
'1 i.
PHOTOGRAPH 5 ' . etti rrr i `,, `.
VIEWING DIRECTION: West
-41
r. - -14
s.
w J r �{i ems.
DESCRIPTION/COMMENT: View of •
proposed low-water ford crossing
area. to
,Tiv ''Yf .j-il% .y' I.. 4 .•-::
r 5i
R �,
.A/ -. ._ - .. .- ., • 1.
ram. ",:es'''..‘, N'• ¢ ; �-7 's
PHOTOGRAPH 6 %, ~.
A YT ti.
VIEWING DIRECTION: East '
DESCRIPTION/COMMENT: View of
proposed low-water ford crossing -_ Y
area. - - - -'- .:._ ''T . FAY
`
., 1 31
3

iiiii SITE PHOTOGRAPHS
Dominion Energy North Carolina
Eir
Low-Water Ford Crossing Southwest of Stoneway Lane
I Rutherfordton, Rutherford County, North Carolina
low S&ME Project No. 7335-20-075
Iiik
PHOTOGRAPH 7 Z `''.r..kir -'' -< ° r, ••
�.t. •s
M _v
`VIEWING DIRECTION: Upstream `� • •,_ • r .' r¢-�°
. y �S F" 115
i� �
A r
' y�` r DESCRIPTION/COMMENT: View of „>`• ,�_7 . r t :ti; , y Jarretts Creek facing upstream and
off of ROW. '� 4 ;N”-fa F •,
F c`.o r � y _�n _
1, i s "1 0 '9 emu �x
ir
G -..I h., ti ', i ate. i '"� g*y
yam ' }.
y ' -,-• --
PHOTOGRAPH 8 ;
T;-,;�,a
VIEWING DIRECTION: Downstream . i '` : ' ` /
.r - r
'-`h-ate ,
lY At-
DESCRIPTION/COMMENT: View of �r��a' —�
Jarretts Creek downstream of ROW. .-� r-"` • i"
"' ;.4.
0,
74.4144._
_p, •-• , ••• 4if, fiezaTi'JIM A
�[..`\`. ..i`' °ia�5 �- '1.1111� '`' , �%i• -' .\oil
4

Appendix III
Construction Drawings/Revised E&SC Plan

LOD
ESTIMATED ZONE OF GRADING TO
TE-IN TO EKIST1I G GR ULID SURFACE
A
L
EMSTING CHANNIEL
GROUND SURFME
TIE TQTHE E ETI,1
t3RDLIREl ELEVATION
AT A MAX 5H:1V SLOPE
II-II-11711-
1=11=11=11 JI
11.= .11=11=11=11.11=_
11=11=
rnv
J
III
LOD L1J L'J. L4 LfID
WA' -WATER.CR.0551NIG - PLAN VIEW
L. it •
4
FILL REMAINING SPACE
viol 1 -IN. TO Z-IN. DIA
CO A NW AGONEGATE(OYER
HDM VPOVEN
GEUFERTILF
1 I1 OzIKLYEL
LOW-WATER CROSSING - FRCEILE VIEW A -A'
GELL STIlLLCIURE
PROPOSED SLOPE
BANK AT 5H1YTOTI-
BANKFULL ELEVA110N
FlLLCELLS 'MTM 1 %-INL TO4-IN.
CALISHF1 ItCla
a1 l LOW-TFYATER CROSSING
SALE: NT.S.
FlLL REMAINING SPACE
'MTH 1 3-IN. TO -IN. RA.
COARSE AGGREGATE COVER
CHANNEL
FLOW
FILL CELLS WETH 1 )5-I1.I.TO4-IN.
OLA. CRUSHED RC(X
OW -WATER. CRidSSING PROFILE VIEw1B-IT
LOW -WA -ER CROSSING NOTES
L. Os 'ATEF4 7 HE SITE TO FACIUTATE 'CONSTRUCTION ARM MINIMEZE 517E
SEDIMENT PF13OU 11 IN
7 EXCAVATE THESTREA,MRED TCTHE DEPTH OF T1-EGEbCELLSAND
AGGREGATE COVER_ PREPARE STREAki&ED RY 11EMOV NG BOULDERS,
€ILLING VOIDS WITS -I C kA ar LEvEur.c.AND COMP, SING THE RASEOF
THE CROSSINIG.
3. RACE THEGEOTEMLELAYER ONTHE EASE ENRANDTHE IE.CCELL5IN
MACE ACROSS THE AREA ON TOP OF THE GEOTE}CEILE AND STAKE MVP/
PER MANUFACTURERS SPECIFICATIONS 915CKRLL THE GE?OCELl5 WETH 1.k
TOA-INCH DIA MINUS GRAVEL OR SMALLER CRUSHED ROCK BY DUMPING
THE MATERIAL DIRFLTLw INTO THE ISFRAAIDED CELLS. FRL THE REMAINING
GEOCELL5 WITH RELATIVELY COARSE AGGREGATE 0 -IN. TO 2-IN. DIAJ [A
THICKER LAYER OF AGGREGATE CAN BE USED IF MORE SIN-CP L
SUPPORT IS NEEDED).
1. MATERIALS SHOULD BE WELL -GRADED. ANGULAR, AND RELATIVELY FREE
OF FINES TO MINIMIZE SEDIMENT.THETOP OF THE CELLS, PLUSSO1dE
COVER ROCK 5HOULD BE AT THE LEVEL OF THE NATURAL CHANNEL
FSQTTQM
S. EDGES OF THE STRLJCTLALE CAN REOMERE7dC VATEDJl DRENT DOWN
0:EYEL I.ITO THE BANKS AND 6DTTOPA ROUGHLY TWICE THE CELL DEPTH.
THE EDGES CAN ALSO BE ANCHORED AND PROTECTED BY PLACING RJPRAP
ON THE BA.CIIILLEDCELLS ALONG THE BANK OtiAALONSTHE
DOWNSTREAM EDGE OFTHE STRUCTI-IRE
{ TO MINIMIZE 5ETTLEMEHT IN SOFT, FINE 5TRE M NK SQIL.5, E1THEF1
QVEREXOAVATE THE FINE MATERIAL AND EA.CKFILL' 1TH AWRECIATE, QR
COMPACT IT TO CREATE A FIRM FO1.NDATICIN-
REFERE1NCE
USDA, FOREST SERVICE, LOW-WATER CROSSINGS: GEOMORPHIC BIOLDG
AM) ENGINEERJNG COIGN CONSIDERATIONS.

r 1
EROSION & SEDIMENT CONTROL PLAN
M . 201 EXPOSURE NEAR sToNEwAy LANE
SITE DATA RUTHERFORD COUNTY NORTH CAROLINA
1
PROJECT LOCATION:
PROJECT ADDRESS: 287 STONEWAY LANE
CITY OR TOWNSHIP: RUTHERFORDTON A
COUNTY: RUTHERFORD COUNTY
STATE: NORTH CAROLINA
ZIP CODE: 28139 FEBRUARY 281 2022 (REVISED JULY 291 2022) A
LATITUDE: 35°16'48.90"N (35.2803°)
LONGITUDE: 81°56'20.96"W (-81.9392°) • DRAWINGS
N N NUMBER TITLE
PROJECT SCHEDULE: i . _
GENERAL
DATE TO BEGIN: 3/15/2022 © - , * 0 COVER
DATE TO END: 4/30/2022 •
SITE OVERVIEW
Aiz,- I c 1 EXISTING CONDITIONS
DISTURBANCE: y a
2 PROPOSED CONDITIONS
PROJECT ACREAGE: 1.82 ACRES i4� `� , • INSETS
POST-CONSTRUCTION 0.00 ACRES CF �� ' r,
IMPERVIOUS AREA: 3 PROPOSED CONDITIONS INSET A
4A LOW-WATER CROSSING PLAN & PROFILE
•
WATERBODY INFORMATION: _ '¢ 4B PIPE DESIGN PLAN & PROFILE
RIVER BASIN: BROAD RIVER BASINillir
�� NOTES & DETAILS
WATERSHED: SANDY RUN - BROAD RIVER(0305010505) 5 NOTES
iii
RECEIVING WATERBODY: JARRETTS CREEK(HESTER CREEK) A 0 6 NCGO1
WATERBODY INDEX NUMBER: 9-31 A 7 SEEDING SPECIFICATIONS
CLASSIFICATION: WS-IV - 8 DETAILS (1 OF 6)
/1111
WATERS OF THE U.S./STATE: JURISDICTIONAL FEATURES DELINEATED ON THE SITE BY 9 DETAILS (2 OF 6)
S&ME, INC. ON 8/19/20206111111111111111111111111111111111.1.
•s. IIIMPIPINPIP 10 DETAILS (3 OF 6)
USACOE 404 PERMIT OR IMPACTS ARE AUTHORIZED UNDER NWP 12 WITHOUT �w
401 CERTIFICATION: PRIOR NOTIFICATION 11 DETAILS (4 OF 6)
PROPOSED SITE 12 DETAILS (5 OF 6)
NC NAVIGABLE WATERS (NCNW): NOT PRESENT PROPOSED SITE
13 DETAILS (6 OF 6)
FEMA FLOODPLAIN/FLOODWAY IMPACTS: -
v
FEMA MAP NUMBER: 3710152600J C
L'
FEMA FLOODWAY IMPACTS: N/A
eZ
FEMA 100-YEAR FLOODPLAIN N/A
IMPACTS:
WATERCOURSE ALTERATION OR N/A 1 0
RELOCATION: '"
PRIMARY PERMITTEE INFORMATION: "
COMPANY: DOMINION ENERGY- NORTH CAROLINA
PROJECT NUMBER: P69248
MAILING ADDRESS: 800 GASTON ROAD
GASTONIA, NC 28056 REFERENCE: 2021 MICROSOFT BING MAPS REFERENCE: 2021 MICROSOFT BING MAPS
TELEPHONE NUMBER: 803-217-7112
VICINITY MAP SITE LOCATION
ENVIRONMENTAL COMPLIANCE: CLAIR SNODGRASS SCALE: 1" = 500' SCALE: 1" = 200'
E-MAIL ADDRESS: [e-mail]
TELEPHONE NUMBER: 704-740-2477
PRIMARY SITE CONTACT: ROBERT SCHWARTZ, P.E.
E-MAIL ADDRESS: [e-mail]
TELEPHONE NUMBER: 803-530-7172 PREPARED BY
PREPARED FOR
PROJECT MANAGER: MIKE LEWIS, P.E.
E-MAIL ADDRESS: [e-mail]
TELEPHONE NUMBER: 828-230-6874
4
CONSULTANT INFORMATION: —I, "
ENGINEERING FIRM: S&ME, INC. Dominion - 8118E
PROJECT NUMBER: 7335-20-075 ® \\\\►1 I111I/// L\`G FO��
®.\ \A CAR 0� Off- iO
MAILING ADDRESS: 2016 AYRSLEY TOWN BLVD., SUITE 2-A E .ierg III 1
�\O 'c�E S s '�!o'r G
e%-.4 �y:y % v 4
CHARLOTTE, NC 28273 SEA q _ U G�
TELEPHONE NUMBER: 704-523-4726 I! ° (148 t: 1 0
E&SC PLAN PREPARER NAME: LIANE R. MORGAN, P.E. ®14,..cR. ••®•TO_
c,t
NC REGISTRATION NUMBER: 37458 800 GASTON ROAD 2016 AYRSLEY TOWN BLVD., SUITE 2-A t,,, ��e �
COMPANY/FIRM NAME: S&ME, INC. /GGING P P�
NC ENG. FIRM LICENSE NUMBER: F-0176 GASTONIA, NC 28056 CHARLOTTE, NC 28273
PROJECT MANAGER: CHAD PATTERSON, P.E.
E-MAIL ADDRESS: [e-mail]
TELEPHONE NUMBER: 704-523-4726

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— - - - - — PROPERTY BOUNDARY WATER BAR OUTLET —� COMPOST FILTER SOCKA E►VI'•N / NT_L B FF : A
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TREELINE
I I COFFER DAM %%%�s��%%%%� • L� "VW" \ LOW-WATER CROSSING PLAN
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- - - - - - - WATER BAR 1 13 o WATER BAR OUTLET
REFER TO NOTES DRAWING FOR REFERENCES. GRAPHIC SCALE (IN FEET)

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REFER TO NOTES DRAWING FOR REFERENCES. GRAPHIC SCALE (IN FEET)

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LIDAR 2018
SURVEY / LIDAR BOUNDARY
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PROPERTY BOUNDARY
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\ (INCLUDES 22 LINEAR FEET AND 240 SQ.FT FOR LOW-WATER CROSSING)
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LIMITS OF DISTURBANCE /
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PROPOSED MINOR CONTOUR (1-FT.)
PROPOSED MAJOR CONTOUR (5-FT.)
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2016 AYRSLEY TOWN BLVD.,
SUITE 2-A
CHARLOTTE, NC 28273
[phone]
ENGINEERING FIRM
LICENSE NUMBER: F-0176
•
Dominion
Energy®
co
REVISED FOR LOW-WATER CROSSING
ISSUED FOR PERMITTING & APPROVAL
DESCRIPTION
•
•
CONSTRUCTION ENTRANCE
DOMINION ENERGY 100-FT.
ENVIRONMENTAL BUFFE
SILT FENCEN
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0
CNI
CNI
CNI
CNI
CNI
et
PLAN
10
20
PROPOSED CONDITIONS - INSET A
EROSION & SEDIMENT CONTROL PLAN
M-201 EXPOSURE NEAR STONEWAY LANE
RUTHERFORD COUNTY, NORTH CAROLINA
PROJECT NUMBER
7335-20-075
DRAWING NUMBER
3
REFER TO NOTES DRAWING FOR REFERENCES.
GRAPHIC SCALE (IN FEET)

dr\
0+00 0+ 0
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3A S
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LOD
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______________
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1+80
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PLAN VIEW OF LOW-WATER CROSSING
S \ GA S
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950
940
930
900
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TER CROSSIN
1
10
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0+20
0+30
0+40
0+50
0+60
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1+40
1+50
1+60
1+70
1+80
1+90
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2+10
2+20 2+30
2+40
2+50
2+60
950
940
930
920
0
910
900
890
880
2+70
PROFILE VIEW OF PROPOSED LOW-WATER CROSSING
EXISTING LEGEND:
JUKVLY LULU
LIDAR 2018
—10— —
GA S
SURVEY / LIDAR BOUNDARY
MINOR CONTOUR (1-FT.)
MAJOR CONTOUR (5-FT.)
GAS EASEMENT
NATURAL GAS MAIN
PROPERTY BOUNDARY
TREELINE
STREAM CENTERLINE
WATER BAR
WATER BAR OUTLET
WETLAND
PROPOSED LEGEND:
L OD
5
LIMITS OF DISTURBANCE /
CONSTRUCTION EASEMENT
PROPOSED 8-IN. DIA. STEEL PIPELINE
PROPOSED MINOR CONTOUR (1-FT.)
PROPOSED MAJOR CONTOUR (5-FT.)
WATER BAR OUTLET
COFFER DAM
SILT FENCE J-HOOK
- 18
WATER BAR
SLOPE MATTING
COIR MATTING
18-IN. DIA. COMPOST FILTER SOCK
SILT FENCE OR 18-IN. DIA.
COMPOST FILTER SOCK
FARM ROAD
4100
CONSTRUCTION ENTRANCE
DOMINION ENERGY 100-FT.
ENVIRONMENTAL BUFFER
\ LOW-WATER CROSSING
WATTLES
PLAN
10
20
0
PROFILE HORIZONTAL
10
20
PROFILE VERTICAL
0 10
20
41/
2016 AYRSLEY TOWN BLVD.,
SUITE 2-A
CHARLOTTE, NC 28273
[phone]
ENGINEERING FIRM
LICENSE NUMBER: F-0176
Dominion
Energy®
cc
REVISED FOR LOW-WATER CROSSING
ISSUED FOR PERMITTING & APPROVAL
DESCRIPTION
CO
041
LOW-WATER CROSSING PLAN & PROFILE
EROSION & SEDIMENT CONTROL PLAN
M-201 EXPOSURE NEAR STONEWAY LANE
RUTHERFORD COUNTY, NORTH CAROLINA
PROJECT NUMBER
7335-20-075
4A
13
REFER TO NOTES DRAWING FOR REFERENCES.
GRAPHIC SCALE (IN FEET)

DRAWING PATH: T:\Energy\Projects\2020\7335-20-075_DENC M-201 Exposure Stoneway Lane\CAD\DWG\ESC\PIPE DESIGN\733520075_PIPE_DESIGN.dwg
tip
LAD
1 1 \
\ � 1
'A S
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1 \
/ /
/ /
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\ \ \
\ \ \
\ \ \
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N
I I
2016 AYRSLEY TOWN BLVD.,
SUITE 2-A
CHARLOTTE, NC 28273
[phone]
ENGINEERING FIRM
LICENSE NUMBER: F-0176
Dominion
Energy®
PLAN VIEW OF STREAM CROSSING
u
u
a
2+00
940
930
920
900
890
880
1+00
50-FT.
EXISTING G ADE
SU'FACE
8-IN. DIA. 45° STANDARD
ELBOW PIPE FITTING
8-IN. DIA. 45° STANDARD —
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APDROXIMATE PROFIL
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NATURAL GAS PIPE INE.
ACTUAL DEPTHS T BE
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PROPOSED GRADE
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EXPOSED
NAT
135-FT.
8-IN. DIA.
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PIPELINE
EXISTING STREAM
PROPOSED 8-IN. DIA.
NATURAL GAS PIPELINE,
PROJECTED 10-FT. OFFSET.
50- FT.
8-IN. DIA. 45° STANDARD
ELBOW PIPE FITTING
8-IN. DIA. 45° STANDARD
ELBOW PIPE FITTING
0+00
940
2+00
1+90
1+80
1+70
1+60 1+50
1+40 1+30 1+20 1+10
1+00
0+90 0+80
0+70 0+60 0+50 0+40
0+30
0+20
0+10 0+00
930
920
900
890
880
2
cc
J
25
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V
W
W
>-
REVISED FOR LOW-WATER CROSSING
ISSUED FOR PERMITTING & APPROVAL
DESCRIPTION
CO
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PROFILE VIEW OF EXISTING AND PROPOSED PIPELINE
EXISTING LEGEND:
5UKVLY LULU
GA S
SURVEY / LIDAR BOUNDARY
MINOR CONTOUR (1-FT.)
MAJOR CONTOUR (5-FT.)
GAS EASEMENT
NATURAL GAS MAIN
PROPERTY BOUNDARY
TREELINE
STREAM CENTERLINE
WATER BAR
WATER BAR OUTLET
' WETLAND
PROPOSED LEGEND:
LOD
5
LIMITS OF DISTURBANCE /
CONSTRUCTION EASEMENT
PROPOSED 8-IN. DIA. STEEL PIPELINE
PROPOSED MINOR CONTOUR (1-FT.)
PROPOSED MAJOR CONTOUR (5-FT.)
WATER BAR OUTLET
COFFER DAM
SILT FENCE J-HOOK
WATER BAR
SLOPE MATTING
COIR MATTING
-18 18 18- 18-IN. DIA. COMPOST FILTER SOCK
SILT FENCE OR 18-IN. DIA.
COMPOST FILTER SOCK
elleelVeMVMAYAWAYIA
FARM ROAD
CONSTRUCTION ENTRANCE
DOMINION ENERGY 100-FT.
\ LOW-WATER CROSSING
WATTLES
0
PLAN
10
20
0
PROFILE HORIZONTAL
10
20
PROFILE VERTICAL
0 10
20
PIPE DESIGN PLAN & PROFILE
EROSION & SEDIMENT CONTROL PLAN
M-201 EXPOSURE NEAR STONEWAY LANE
RUTHERFORD COUNTY, NORTH CAROLINA
PROJECT NUMBER
7335-20-075
REFER TO NOTES DRAWING FOR REFERENCES.
GRAPHIC SCALE (IN FEET)

t
DRAWING PATH: T:\Energy\Projects\2020\7335-20-075_DENC M-201 Exposure Stoneway Lane\CAD\DWG\ESC\733520075_NOTES.dwg
PROJECT NARRATIVE
PROJECT DESCRIPTION
THE PROPOSED PROJECT INCLUDES THE STABILIZATION OF AN ERODED SECTION OF JARRETTS CREEK LOCATED WITHIN THE EXISTING
DOMINION ENERGY T-001 AND M-201 TRANSMISSION GAS PIPELINE E EARTH TOWN OF RUTHERFORDTON, RUTHERFORD
COUNTY, NORTH CAROLINA. THE DISTURBED AREA IS APPROXIMATE
EXISTING SITE CONDITIONS
THE ENTIRETY OF STREAM BANK STABILIZATION CONSTRUCTION AND ASSOCIATED DISTURBANCES PROPOSED UNDER THIS PLAN WILL BE
LOCATED WITHIN AN EXISTING GRASSED PERMANENT GAS EASEMENT OWNED BY DOMINION ENERGY NORTH CAROLINA (DENC).
SCHEDULE
CONSTRUCTION OF THE PROPOSED STREAMBANK STABILIZATION WORK IS SCHEDULED TO BEGIN FOLLOWING LOWERING OF THE
EXISTING M-201 PIPELINE IN SPRING, 2022.
CONSTRUCTION & MECHANICAL NOTES
1.82 ACRES.
GENERAL NOTES
1. CONTRACTOR SHALL 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.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS GIVEN ON THE DRAWINGS. ANY ITEM IN
QUESTION SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER PRIOR TO PROCEEDING WITH THE WORK.
3. ALL WORK SHALL COMPLY WITH DOMINION ENERGY NORTH CAROLINA OPERATION AND MAINTENANCE MANUAL.
4. DENC SHALL APPROVE ANY DEVIATIONS FROM THE CONSTRUCTION DRAWINGS PRIOR TO INSTALLATION.
5. ALL PIPING SHALL BE 100% RADIOGRAPHICALLY TESTED PER API 1104.
6. ALL FITTINGS SHALL CONFORM TO GENERAL SPECIFICATIONS CONTAINED IN ASME B16.5, B16.9, B16.11, B16.34, API 6D, OR MSS
SP-44, MSS SP-75.
7. CONTRACTOR SHALL FOLLOW WELD PROCEDURES PER DENC REQUIREMENTS.
8. CONTRACTOR TO CONFIRM ALL TIE-IN PROCEDURES WITH DENC PRIOR TO PERFORMING ANY WORK.
9. CONTRACTOR TO FIELD COAT ALL WELDS, FITTINGS, RISERS, AND OTHER BARE BELOW GRADE APPURTENANCES PER DENC O&M
MANUAL.
10. CONTRACTOR MUST VISUALLY INSPECT ALL JOINTS OF PIPE, ELBOWS, FITTINGS, VALVES, FLANGES, BOLTS AND NUTS AND OTHER
SUPPLIED MATERIAL FOR ANY APPARENT DAMAGE THAT MAY IMPAIR THE SERVICEABILITY OF THE ITEM. CONTRACTOR SHALL SET
ASIDE ANY ITEM WITH APPARENT DAMAGE AND ADVISE THE DENC REPRESENTATIVE IMMEDIATELY. CONTRACTOR REMAINS
RESPONSIBLE FOR CONDITION OF THE ITEM UNTIL DENC PROVIDES FOR REMOVAL OF THE ITEM. DENC IS ENTIRELY RESPONSIBLE FOR
THE STORAGE AND HANDLING OF ALL MATERIALS AFTER THE INITIAL RECEIPT AND INSPECTION.
11. TO AVOID DAMAGE TO MATERIALS OR EQUIPMENT DURING THE LOADING AND UNLOADING, STOCKPILING, HAULING OR STRINGING,
CONTRACTOR MUST PROVIDE PROPER EQUIPMENT AND TOOLS WHICH MUST BE CAPABLE OF SAFELY HANDLING THE MATERIALS OR
EQUIPMENT INVOLVED IN ORDER TO AVOID DAMAGE OF ANY KIND. CONTRACTOR MUST FURNISH EQUIPMENT ACCEPTABLE TO THE
DENC REPRESENTATIVE AND PERFORM THE WORK IN A PROFESSIONAL MANNER.
CONSTRUCTION NOTES
1. ALL DRAWING MEASUREMENTS ARE TO BE TAKEN FROM EXISTING GRADE. FINAL GRADE SHALL BE MATCHED TO SURROUNDING
GRADE AS PER PERTINENT DOMINION ENERGY NORTH CAROLINA DESIGN AND CONSTRUCTION STANDARDS.
2. CONTRACTOR IS TO REMAIN WITHIN CONSTRUCTION WORKING LIMITS. ACCESS TO AREAS OUTSIDE WORKING LIMITS MUST BE
COORDINATED WITH THE OWNER OR DOMINON ENERGY NORTH CAROLINA PROJECT MANAGER.
3. ALL EXCESS EXCAVATION, CONSTRUCTION DEMOLITION DEBRIS AND UNSUITABLE MATERIALS THAT DO NOT CONTAIN ASBESTOS
SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED.
4. MINIMUM DEPTH OF BURIAL SHALL BE PER PERTINENT DOMINION ENERGY NORTH CAROLINA DESIGN AND CONSTRUCTION
STANDARDS.
5. EXISTING OVERHEAD AND BELOW GROUND FACILITIES MAY BE IN THE WORK AREA VICINITY. CONTRACTOR IS RESPONSIBLE FOR
HAVING SUCH FACILITIES LOCATED AND IS RESPONSIBLE FOR MAINTENANCE AND PRESERVATION OF THESE FACILITIES.
6. IF EXISTING UTILITIES OF ANY TYPE ARE ENCOUNTERED IN THE FIELD AND DEEMED TO BE IN CONFLICT WITH INSTALLATION OF
FACILITIES, CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER IMMEDIATELY SO THE CONFLICT MAY BE RESOLVED.
7. CONTRACTOR IS REQUIRED TO MAINTAIN A SET OF ISSUED FOR CONSTRUCTION (IFC) DRAWINGS AND ALL PERMITS AT THE JOB SITE.
ANY MODIFICATIONS OR ALTERATIONS TO THE PLANS OR SPECIFICATIONS SHALL BE APPROVED BY THE PROJECT MANAGER.
8. CONTRACTOR IS SOLELY RESPONSIBLE FOR EXECUTION OF HIS/HER WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND
SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION METHODS AND TECHNIQUES, SEQUENCES, TIME OF
PERFORMANCE ALL SAFETY PRECAUTIONS.
HYDROSTATIC TEST NOTES
1. CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS FOR PRESSURE TESTING INCLUDING, BUT NOT LIMITED TO, GASKETS,
BOLTS, CAPS, PLUGS, BLIND FLANGES, SPOOL PIECES, ETC.
2. CONTRACTOR IS RESPONSIBLE FOR ALL WATER HAULING AND DISPOSAL. WATER FILL AND DISCHARGE SITES SHALL BE IN
ACCORDANCE WITH APPLICABLE PERMITS.
3. CONTRACTOR SHALL ADHERE TO HYDROSTATIC TEST TABLE REQUIREMENTS, DOT CFR TITLE 49 PART 192 SUBPART J, AND DOMINION
ENERGY NORTH CAROLINA O&M MANUAL, WHEN PERFORMING HYDROSTATIC TESTS.
a. TEST PARAMETERS SHOULD BE 1,950 PSIG TO 2,050 PSIG FOR 4 HOURS FOR MAOP OF 250 PSIG.
b. TEST PRESSURES SHALL NOT EXCEED 100% SMYS OR THE MAXIMUM FLANGE CLASS TEST PRESSURE, WHICHEVER IS LESS.
4. CONTRACTOR SHALL DEWATER ALL HYDROSTATICALLY TESTED PIPING, AND DRY TO A DEWPOINT OF -40 °F PER PERTINENT
DOMINION ENERGY NORTH CAROLINA DESIGN AND CONSTRUCTION STANDARDS.
BILL OF MATERIAL
BILL OF MATERIAL
BOM #
QUANTITY
ITEM #
DESCRIPTION
SIZE
GRADE
WALL
THICKNESS
SPECIFICATION
1
185 LF
42398922
PIPE STEEL POWERCRETE
ERW 8X .250 X-52
8.625 IN.
O.D.
X-52
0.250
API-5L
2
4
42399207
Ell WELD 45 3R WPHY-52-8
8.625-IN.
O.D.
X-52
0.250
API-5L
3
2
42403774
8-IN. DIA. 3-WAY SPLIT TEE
KIT WITH COMPLETION
PLUG, STEEL, ANSI 300
g 625 IN.
O.D.
D
N/A
0.250
API-5L
4
5
42403315
FITTING TDW
THREAD-O-RING 2"
2-IN. O.D.
N/A
N/A
API-5L
5
4
42399320
CAP WELD WPHY-52-8
8.625 IN.
O.D.
X-52
0.250
API-5L
EROSION AND SEDIMENT CONTROL MEASURES AND DETAILS
THE EROSION AND SEDIMENT CONTROL (E&SC) PLAN FOR THIS STREAMBANK STABILIZATION PROJECT WILL INVOLVE THE PLACEMENT OF
A VARIETY OF E&SC MEASURES, AT STRATEGIC LOCATIONS THROUGHOUT THE PROJECT LENGTH. THESE LOCATIONS WERE DETERMINED
FROM FIELD OBSERVATIONS. THESE MEASURES INCLUDE:
1 - SILT FENCE
2 - COMPOST FILTER SOCK
3 - COMPOST FILTER SOCK
AND SILT FENCE OVERLAP
4 - WATERBAR
5 - CONSTRUCTION ENTRANCE
6 - STREAM CROSSING -
BY-PASS PUMP
7 - COFFER DAM
8 - FILTER BAG
9 - TOE ROCK EXTENSION
10 - LIVE STAKE
13 - COIR MATTING
14 - TEMPORARY BRIDGE (IF NECESSARY)
15 - COIR LOG
16 - RAIN GAUGE
17 - SILT FENCE J-HOOK
CONSTRUCTION SEQUENCE
INITIAL PROJECT SETUP:
1. OBTAIN APPROVAL OF E&SC PLAN FROM NCDEQ, ASHEVILLE REGIONAL OFFICE (ARO), DIVISION OF ENERGY, MINERAL, AND LAND
RESOURCES (DEMLR).
2. SUBMIT ELECTRONIC NOTIFICATION OF INTENT (eNOI) FORM AT DEQ.NC.GOV/NCG01. MAIL ORIGINAL SIGNED NCG01 NOTICE OF
INTENT (NOI) CERTIFICATION FORM TO:
D I
G MI ► RAL & LAND RESOURCES STORMWATER PROGRAM
ATTN:DANNY SMITH
5 2 N. AL B ' ' E , 6TH FLOOR
1612 MAIL SERVICE CENTER
RALEIGH, NC 27699-1612
3. OBTAIN E&SC PERMIT AND CERTIFICATE OF COVERAGE.
4. NOTIFY AFFECTED LANDOWNERS AND PROVIDE NCDEQ WITH APPROVED NCDOT ENCROACHMENT, EASEMENT AGREEMENTS, AND
TEMPORARY WORKSPACE AGREEMENTS.
5. INSTALL ONE (1) JOB BOX AT PROJECT SITE. JOB BOX TO BE INSTALLED IN AREA SO THAT CONTENTS ARE AVAILABLE FOR INSPECTION
BY NCDEQ AT ALL TIMES DURING NORMAL BUSINESS HOURS.
6. JOB BOX SHALL DISPLAY OR CONTAIN THE NCG01 GENERAL PERMIT, E&SC PLAN APPROVAL LETTER, APPROVED E&SC PLANS,
CERTIFICATE OF PLAN APPROVAL, AND PREVIOUS 30 DAYS OF SELF INSPECTION RECORDS. USE OF ELECTRONICALLY -AVAILABLE
RECORDS IN LIEU OF REQUIRED PAPER COPIES IS ALLOWED IF SHOWN TO PROVIDE EQUAL ACCESS AND UTILITY AS THE HARD -COPY
RECORDS. REFER TO NCG01 NOTES PART III FOR ADDITIONAL INFORMATION.
7. INSTALL ONE (1) RAIN GAUGE AT PROJECT SITE.
8. CONTACT THE APPROPRIATE NCDEQ, ARO, DEMLR - E&SC INSPECTOR (828-296-4500) REGARDING THE SCHEDULING OF A
PRE -CONSTRUCTION MEETING.
9. HOLD PRE -CONSTRUCTION MEETING.
PHASE 1 E&SC:
10. INSTALL PERIMETER E&SC MEASURES FOR ENTIRE PROJECT LENGTH OR AT MINIMUM THE AREA TO BE DISTURBED THAT WORK DAY.
INSTALL THE FOLLOWING PER PLANS AND DETAILS:
10.1. SILT FENCE 10.2. COMPOST FILTER SOCK 10.3. TEMPORARY BRIDGE (IF NECESSARY)
10.4 WATERBAR 10.5. SILT FENCE J-HOOK 10.6. CONSTRUCTION ENTRANCE
PHASE 2 E&SC AND STREAMBANK CONSTRUCTION (STREAM BY-PASS PUMP):
11. A QUALIFIED ENVIRONMENTAL INSPECTOR SHALL BE ON -SITE DURING ALL PHASES OF CONSTRUCTION TO OVERSEE INSTALLATION
AND OPERATION OF EROSION & SEDIMENT CONTROL MEASURES. THE OWNER, OWNER'S REPRESENTATIVE, OR ENVIRONMENTAL
INSPECTOR SHALL NOT LEAVE STREAM WORK UNATTENDED AT ANY TIME FOR MORE THAN 24-HOURS DURING ALL PHASES OF
CONSTRUCTION.
12. PUMPS WITH SECONDARY CONTAINMENT, FILTER BAGS, HOSES, SCREEN INTAKE, AND DIFFUSER TO BE ONSITE PRIOR TO INITIATING
STREAM ACTIVIT ES.
13. CONTRACTOR SHALL ACCESS STREAM FOR PLACEMENT OF COFFER DAM BY FOOT WITHIN LIMITS OF EXISTING GAS EASEMENT
AND/OR TEMPORARY WORKSPACE SHOWN ON THE PLANS.
14. SETUP PUMPS INTERIOR OF COFFER DAM, HOSES, FILTER BAGS, INTAKES, AND DIFFUSERS AS SHOWN ON THE DETAIL.
15. PREPARE AREA FOR COFFER DAM BY REMOVING ROCKS AND DEBRIS WITHIN STREAMBED IN ORDER TO PREPARE A LEVEL, DEPRESSED
AREA FOR PLACEMENT OF COFFER DAMS. RESERVE ANY STREAMBED MATERIAL FOR REPLACEMENT WHEN COFFER DAMS ARE
REMOVED.
16. KEY IN BOTTOM ROW OF SANDBAGS SO TOP OF SANDBAGS ARE AT STREAMBED GRADE. CONTINUE STACKING SANDBAGS AS
TIGHTLY AS POSSIBLE AS SHOWN ON THE DETAIL UNTIL THE UPSTREAM COFFER DAM IS IN PLACE AND SECURE.
17. CONTRACTOR SHALL ENSURE TIGHT SEAL OF SANDBAG COFFER DAM DURING ALL PHASES OF INSTALLATION.
18. SANDBAGS SHOULD BE PLACED ALONG THE EDGES OF THE COFFER DAM TO KEEP WATER FROM CUTTING AROUND THE COFFER
DAM.
19. CONCURRENTLY, INSTALL THE DOWNSTREAM COFFER DAM IN THE SAME MANNER.
20. WITH TEMPORARY DEWATERING PIPING, PUMP, FILTER BAG AND COMPOST FILTER SOCK IN PLACE, BEGIN PUMPING WATER FROM
BETWEEN THE COFFER DAMS. KEEP PUMP SET UP IN PLACE DURING CONSTRUCTION TO CONTINUE PUMPING IF NECESSARY.
ADDITIONAL PUMP EQUIPMENT, FILTER BAGS AND COMPOST FILTER SOCKS SHOULD BE ON -HAND IN THE EVENT OF STORM EVENTS.
21. CONTRACTOR SHALL MONITOR WEATHER AND WORK IN THE DRY TO THE BEST EXTENT POSSIBLE. CONTRACTOR IS RESPONSIBLE
FOR STABILIZING THE CONSTRUCTION SITE TO THE BEST EXTENT PRACTICAL DURING A STORM EVENT.
22. UNDER DIRECTION OF DOMINION ENERGY ENVIRONMENTAL INSPECTOR:
22.1. EXCAVATE ONLY THAT AREA OF STREAMBANK NECESSARY IN ORDER TO REMOVE EXPOSED SECTION OF EXISTING NATURAL GAS
PIPELINE; AND
22.2. INSTALL NEW GAS PIPELINE AS SHOWN ON THE PLANS AND AS OUTLINED IN THE CONSTRUCTION AND MECHANICAL NOTES
(THIS SHEET).
23. EXCAVATE THE ERODED AREAS OF THE STREAMBANK FOR PLACEMENT OF TOE ROCK MEASURES. TEMPORARILY PLACE SPOILS
ADJACENT TO STREAMBANK (MINIMUM 5-FT DISTANCE FROM TOP OF BANK).
24. GRADE STREAMBANKS TO THE FINAL GRADES AND CONTOURS AS SHOWN ON THE PLAN DRAWINGS.
25. INSTALL LOW-WATER CROSSING AS SHOWN ON THE DETAIL DRAWING.
26. APPLY SOIL AMENDMENTS AND RIPARIAN SEED TO DISTURBED RIPARIAN BUFFER AREAS ACCORDING TO THE RIPARIAN AREA
SEEDING SPECIFICATIONS.
27. INSTALL COIR MATTING IN AREAS AS SHOWN ON THE PLAN DRAWINGS. MAKE AN 'X' CUT IN THE COIR MATTING FOR INSTALLATION
OF LIVE STAKES. CUT SHALL BE MADE ONLY TO THE EXTENT NEEDED TO INSTALL LIVE STAKES.
28. INSTALL LIVE STAKES (DURING DORMANT SEASON) ALONG ALL AREAS OF STREAMBANK WHERE NAG C700BN HAS BEEN PLACED
AND AS SHOWN ON THE DETAIL DRAWINGS.
PHASE 3 E&SC:
29. INSTALL COMPOST FILTER SOCKS AND COIR LOGS ALONG TOE OF BANK, AS SHOWN ON THE DETAILS.
30. REMOVE TEMPORARY BRIDGE (IF UTILIZED).
31. REMOVE DOWNSTREAM COFFER DAM SET UP. REPLACE ANY RESERVED STREAMBED MATERIAL.
32. CONTINUE TO PUMP ANY SEDIMENT -LADEN WATER THROUGH THE FILTER BAG.
33. REMOVE UPSTREAM COFFER DAM AND REPLACE RESERVED STREAMBED MATERIAL.
34. REMOVE CONSTRUCTION ENTRANCE.
35. APPLY SOIL AMENDMENTS, SEED, AND MULCH TO REMAINING DISTURBED UPLAND AREAS ACCORDING TO THE SEEDING
SPECIFICATIONS.
CLOSE OUT:
39. ESTABLISH PERMANENT VEGETATION IN DISTURBED AREAS.
40. UPON ESTABLISHMENT OF PERMANENT VEGETATION DOMINION ENERGY COMPLIANCE COORDINATOR TO INSPECT PROJECT.
41. DOMINION ENERGY TO MAKE DETERMINATION OF WHEN THE E&SC MEASURES MAY BE REMOVED.
42. REMOVE E&SC MEASURES.
43. CONTACT THE APPROPRIATE NCDEQ, ARO, DEMLR - E&SC INSPECTOR (828-296-4500) REGARDING THE SCHEDULING OF FINAL
INSPECTION FOR CLOSE OUT.
44. RECEIVE PROJECT CLOSE OUT CONFIRMATION, VIA NCDEQ INSPECTION REPORT.
45. SUBMIT ELECTRONIC NOTIFICATION OF TERMINATION (E-NOT) FORM AT DEQ.NC.GOV/NCG01. A $100 ANNUAL GENERAL PERMIT FEE
WILL BE CHARGED UNTIL THE E-NOT HAS BEEN SUBMITTED.
STANDARDS & DISCLAIMERS
E&SC MEASURES SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT OF 1973.
CONSTRUCTION DETAILS AND SPECIFICATIONS WITHIN THIS PLAN WERE DERIVED FROM THE EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL DATED JUNE, 2006, CHAPTERS 6 AND 8 REVISED, MAY 2013, PREPARED BY THE NORTH CAROLINA
SEDIMENTATION CONTROL COMMISSION, NCDEQ, AND NORTH CAROLINA AGRICULTURAL EXTENSION SERVICE (NCAES).
S&ME HAS NOT VERIFIED THE LOCATION OF ANY UTILITIES. THE LOCATION OF THE PROPOSED LAND DISTURBANCE AREA IS
APPROXIMATE AND BASED ON INFORMATION PROVIDED BY THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD
VERIFYING THE LOCATION OF ALL UTILITIES IN THE WORK AREA PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR SITE
CONSTRUCTION SAFETY. PLEASE NOTE THIS DRAWING SET IS FOR E&SC PURPOSES ONLY.
GENERAL NOTES
1. BASE FILE DATA BASED ON SURVEY DRAWING CREATED BY RLS, INC DATED AUGUST 19, 2020.
2. THE OWNER'S CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT
CONTROLS PROPOSED HEREIN.
3. THE OWNER'S CONTRACTOR IS RESPONSIBLE FOR NOTIFYING UTILITY COMPANIES TO LOCATE ALL UNDERGROUND UTILITIES PRIOR
TO ANY CONSTRUCTION.
4. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY FROM
CONSTRUCTION AREAS. THE CONTRACTOR SHALL REMOVE MUD/SOIL FROM PAVEMENT DAILY, BY DRY SWEEPING METHODS ONLY.
5. ANY MATERIALS ASSOCIATED WITH THE PROPOSED PROJECT TO BE STORED ONSITE IT WILL BE STORED WITHIN THE DESIGNATED
LIMITS OF DISTURBANCE SHOWN ON THIS PLAN.
6. BORROW OR WASTE MATERIAL REQUIRED OR GENERATED DURING GRADING OPERATIONS WILL REQUIRE AN APPROVED EROSION &
SEDIMENT CONTROL PERMIT FOR THE BORROW OR WASTE MATERIAL SITE PRIOR TO INITIATION OF ANY LAND DISTURBING
ACTIVITY.
PROJECT SPECIFIC NOTES
1. STABILIZATION OF THE STREAMBANK WILL TAKE PLACE AFTER THE M-201 NATURAL GAS LINE IS LOWERED.
2. CONTRACTOR TO FIELD VERIFY THE LOCATION AND DEPTH OF EXISTING GAS LINES PRIOR TO THE START OF CONSTRUCTION.
3. CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL OTHER UTILITIES PRIOR TO START OF CONSTRUCTION.
4. THE INTENT OF THE TEMPORARY STREAMBANK STABILIZATION DESIGN IS TO ESTABLISH PERMANENT VEGETATION AND, TO THE
EXTENT PRACTICABLE, HELP PROMOTE FUTURE STABILITY WHILE ACCOMMODATING THE NATURAL PATTERN, DIMENSION AND
PROFILE OF THE STREAM WITHIN THE LIMITS OF DISTURBANCE. TEMPORARY STREAMBANK STABILIZATION DESIGN IS BASED ON
APPROXIMATED BASE FLOW, SURVEY DATA, AND EXPERIENCE WITH PREVIOUS PROJECTS OF SIMILAR SIZE AND HYDROLOGIC
CHARACTERISTICS. MINOR FIELD ADJUSTMENTS MAY BE NEEDED BASED ON SITE CONDITIONS AND CONSTRAINTS. IN THE EVENT
STREAM & WETLAND DATA COLLECTED IN 2020 VIA GPS, DEVIATES FROM THE CURRENT SURVEYED DATA, THE SURVEYED DATA WILL
SUPERCEDE.
5. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF PLANNED MEASURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST
INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL
VERIFY AND AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO
EXACTLY LOCATE FEATURES AFFECTING HIS WORK. ANYTHING NOT SHOWN ON THESE DRAWINGS SHOULD BE BROUGHT TO THE
ATTENTION OF THE OWNER AND SHALL NOT CONSTITUTE AN EXTRA, UNLESS APPROVED BY THE OWNER.
6. THE CONTRACTOR SHALL CONTACT THE OWNER IMMEDIATELY CONCERNING ANY CONFLICTS ARISING DURING CONSTRUCTION OF
ANY IMPROVEMENTS SHOWN ON THESE DRAWINGS.
7. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WITHIN THE PROJECT LIMITS AND
COORDINATE EXCAVATION REQUIRED AROUND THESE UTILITIES WITH THE RESPECTIVE OWNERS. THE CONTRACTOR MUST GIVE
ADEQUATE NOTICE TO ALL UTILITIES OWNERS PRIOR TO EXCAVATION (AS DEFINED BY THE UTILITY OWNER), THROUGH NORTH
CAROLINA ONE -CALL (811).
8. IN THE EVENT OF DAMAGE TO EXISTING UTILITIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO ORIGINAL
CONDITION AND RELATED EXPENSES.
9. ALL CONSTRUCTION AND EROSION AND SEDIMENT CONTROL MEASURES MUST CONFORM WITH THE PROJECT PLANS AND
SPECIFICATIONS, AS WELL AS THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY REGULATIONS, AND OTHER
RELATED GOVERNMENT AGENCY REQUIREMENTS.
10. ALL AREAS DISTURBED DURING CONSTRUCTION THAT ARE NOT INTENDED FOR STREAMBANK STABILIZATION SHALL BE RESTORED
TO THEIR ORIGINAL CONDITION.
11. APPROPRIATE STEPS SHALL BE TAKEN TO ENSURE THAT PETROLEUM PRODUCTS OR OTHER CHEMICAL POLLUTANTS ARE PREVENTED
FROM ENTERING WATERS OF THE STATE. ALL SPILLS MUST BE REPORTED IMMEDIATELY AND MEASURES SHALL BE TAKEN TO PREVENT
THE POLLUTION OF WATERS OF THE STATE.
12. MEASURES SHALL BE IMPLEMENTED TO MEET LOCAL, STATE, AND FEDERAL REQUIREMENTS FOR SAFETY.
13. UNDER NO CIRCUMSTANCES SHALL S&ME BE ASSUMED TO BE RESPONSIBLE FOR SITE SAFETY DURING CONSTRUCTION.
14. IF THE CONTRACTOR DISCOVERS ANY ERRORS, OMISSIONS, OR DISCREPANCIES IN THE PLANS, HE SHALL CONTACT THE ENGINEER
PRIOR TO PROCEEDING. THE ENGINEER WILL THEN ISSUE INSTRUCTIONS ON HOW TO PROCEED.
GENERAL EROSION AND SEDIMENT CONTROL MAINTENANCE NOTES
THE FOLLOWING MAINTENANCE NOTES SHALL BE FOLLOWED UNTIL THE SITE IS STABILIZED AFTER CONSTRUCTION. DURING
CONSTRUCTION, THE OWNER'S CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND MAINTENANCE OF E&SC MEASURES:
1. ALL E&SC MEASURES SHALL BE PROPERLY MAINTAINED DURING CONSTRUCTION UNTIL THE COMPLETION OF CONSTRUCTION
ACTIVITIES AND DISTURBED AREAS HAVE BEEN STABILIZED. TEMPORARY E&SC MEASURES SHALL BE REMOVED ONCE CONSTRUCTION
IS COMPLETE AND THE SITE IS STABILIZED.
2. E&SC MEASURES AND PLANTED AREAS SHALL BE INSPECTED BY OWNER OR OWNER'S REPRESENTATIVE AT LEAST ONCE PER SEVEN
(7) CALENDAR DAYS AND WITHIN 24 HOURS OF A RAIN EVENT GREATER THAN OR EQUAL TO 1.0-IN. IN 24 HOURS.
3. DAMAGED OR INEFFECTIVE E&SC MEASURES SHALL BE REPAIRED OR REPLACED, AS NECESSARY, IMMEDIATELY.
4. ANY PUMPING DISCHARGE FROM CONSTRUCTION DEWATERING SHALL BE DISCHARGED THROUGH FILTER BAGS.
5. SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO THE SEEDING PLAN TO MAINTAIN A
VIGOROUS, DENSE VEGETATIVE COVER.
6. SEEDED AREAS SHALL BE INSPECTED PERIODICALLY BY OWNER OR OWNER'S REPRESENTATIVE UNTIL FINAL GROUND COVER HAS
BEEN ESTABLISHED. THE CONTRACTOR IS RESPONSIBLE FOR RESTORING VEGETATION TO ITS ORIGINAL CONDITION, OR BETTER, FOR
UP TO A YEAR.
COMPOST MATERIAL NOTES
THE COMPOST MEDIA SHALL BE DERIVED FROM WELL -DECOMPOSED ORGANIC MATTER SOURCE PRODUCED BY CONTROLLED AEROBIC
(BIOLOGICAL) DECOMPOSITION THAT HAS BEEN SANITIZED THROUGH THE GENERATION OF HEAT AND STABILIZED TO THE POINT THAT IT
IS APPROPRIATE FOR THIS PARTICULAR APPLICATION. COMPOST MATERIAL SHALL BE PROCESSED THROUGH PROPER THERMOPHILIC
COMPOSTING, MEETING THE US ENVIRONMENTAL PROTECTION AGENCY'S DEFINITION FOR A PROCESS TO FURTHER REDUCE
PATHOGENS' (PFRP), AS DEFINED UNDER 40 CFR PART 503.
PARTICLE SIZE DISTRIBUTION FOR COMPOST FILTER MATERIAL:
SIEVE SIZE
2-IN.
3/8-IN.
PERCENT PASSING SELECTED SIEVE MESH SIZE, DRY WEIGHT BASIS
99 % (3" MAXIMUM PARTICLE SIZE)
30-50 %
DISPOSAL/RECYCLING FOR COMPOST FILTER MATERIAL
1. COMPOST MEDIA IS A COMPOSTED ORGANIC PRODUCT RECYCLED AND MANUFACTURED FROM LOCALLY GENERATED ORGANIC,
NATURAL, AND BIOLOGICALLY BASED MATERIALS.
2. ONCE ALL SOIL HAS BEEN STABILIZED AND CONSTRUCTION ACTIVITY HAS BEEN COMPLETED, THE COMPOST MEDIA MAY BE
DISPERSED WITH A LOADER, RAKE, BULLDOZER OR SIMILAR DEVICE AND MAY BE INCORPORATED INTO THE SOIL AS AN AMENDMENT
OR LEFT ON THE SOIL SURFACE TO AID IN PERMANENT SEEDING OR LANDSCAPING.
3. LEAVING THE COMPOST MEDIA ON SITE REDUCES REMOVAL AND DISPOSAL COSTS COMPARED TO OTHER SEDIMENT CONTROL
DEVICES. THE MESH NETTING MATERIAL WILL BE EXTRACTED FROM THE MEDIA AND DISPOSED OF PROPERLY. THE
PHOTODEGRADABLE MESH NETTING MATERIAL WILL DEGRADE IN 2 TO 5 YEARS IF LEFT ONSITE. BIODEGRADABLE MESH NETTING
MATERIAL IS AVAILABLE AND DOES NOT NEED TO BE EXTRACTED AND DISPOSED OF, AS IT WILL COMPLETELY DECOMPOSE IN
APPROXIMATELY 6 TO 12 MONTHS. USING BIODEGRADABLE COMPOST SOCKS COMPLETELY ELIMINATES THE NEED AND COST OF
REMOVAL AND DISPOSAL.
1'I
2016 AYRSLEY TOWN BLVD.,
SUITE 2-A
CHARLOTTE, NC 28273
[phone]
ENGINEERING FIRM
LICENSE NUMBER: F-0176
Dominion
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EROSION & SEDIMENT CONTROL PLAN
M-201 EXPOSURE NEAR STONEWAY LANE
RUTHERFORD COUNTY, NORTH CAROLINA
PROJECT NUMBER
7335-20-075
DRAWING NUMBER

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DRAWING PATH: T:\Energy\Projects\2020\7335-20-075_DENC M-201 Exposure Stoneway Lane\CAD\DWG\ESC\733520075_NCG01.dwg
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 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 NCG01 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.
NCG01 SECTION E: GROUND STABILIZATION
REQUIRED GROUND STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZE WITHIN THIS
MANY CALENDAR DAYS
AFTER CEASING LAND
DISTURBANCE
TIMEFRAME VARIATIONS
(A) PERIMETER DIKES, SWALES,
DITCHES, AND PERIMETER
SLOPES
7
NONE
(B) HIGH QUALITY WATER
(HQW) ZONES
7
NONE
(C) SLOPES STEEPER THAN 3:1
7
IF SLOPES ARE 10' OR LESS IN
LENGTH AND ARE NOT STEEPER
THAN 2:1, 14 DAYS ARE ALLOWED
(D) SLOPES 3:1 TO 4:1
14
- 7 DAYS FOR SLOPES GREATER
THAN 50' IN LENGTH AND WITH
SLOPES STEEPER THAN 4:1
- 7 DAYS FOR PERIMETER DIKES,
SWALES, DITCHES, PERIMETER
SLOPES AND HQW ZONES
- 10 DAYS FOR FALLS LAKE
WATERSHED
(E) AREAS WITH SLOPES
FLATTER THAN 4:1
14
- 7 DAYS FOR PERIMETER DIKES,
SWALES, DITCHES, PERIMETER
SLOPES AND HQW ZONES
- 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
• PERMANENT GRASS SEED COVERED WITH STRAW
OR OTHER MULCHES AND TACKIFIERS
OR OTHER MULCHES AND TACKIFIERS
• GEOTEXTILE FABRICS SUCH AS PERMANENT SOIL
• HYDROSEEDING
REINFORCEMENT MATTING
• HYDROSEEDING
• ROLLED EROSION CONTROL PRODUCTS WITH OR
- SHRUBS OR OTHER PERMANENT PLANTING
WITHOUT TEMPORARY GRASS SEED
COVERED WITH MULCH
• UNIFORM AND EVENLY DISTRIBUTED GROUND
• APPROPRIATELY APPLIED STRAW OR OTHER
COVER SUFFICIENT TO RESTRAIN EROSION
MULCH
• STRUCTURAL METHODS SUCH AS CONCRETE,
ASPHALT OR RETAINING WALLS
• PLASTIC SHEETING
• 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.
REFERENCE:
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 TIME FRAMES 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.
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.
NCG01 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.
NCGO1 PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
SELF -INSPECTIONS ARE REQUIRED DURING NORMAL BUSINESS HOURS IN ACCORDANCE WITH THE TABLE
BELOW. WHEN ADVERSE WEATHER OR SITE CONDITIONS WOULD CAUSE THE SAFETY OF THE INSPECTION
PERSONNEL TO BE IN JEOPARDY, THE INSPECTION MAY BE DELAYED UNTIL THE NEXT BUSINESS DAY ON WHICH
IT IS SAFE TO PERFORM THE INSPECTION. IN ADDITION, WHEN A STORM EVENT OF EQUAL TO OR GREATER
THAN 1.0 INCH OCCURS OUTSIDE OF NORMAL BUSINESS HOURS, THE SELF -INSPECTION SHALL BE PERFORMED
UPON THE COMMENCEMENT OF THE NEXT BUSINESS DAY. ANY TIME WHEN INSPECTIONS WERE DELAYED
SHALL BE NOTED IN THE INSPECTION RECORD.
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 (SDC'S)
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.
REFERENCE:
NCG01 PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC PLAN DOCUMENTATION
THE APPROVED E&SC PLAN AS WELL AS ANY APPROVED DEVIATION SHALL BE KEPT ON THE SITE. THE
APPROVED E&SC PLAN MUST BE KEPT UP-TO-DATE THROUGHOUT THE COVERAGE UNDER THIS
PERMIT. THE FOLLOWING ITEMS PERTAINING TO THE E&SC PLAN SHALL BE KEPT ON SITE AND
AVAILABLE FOR INSPECTION AT ALL TIMES DURING NORMAL BUSINESS HOURS.
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.
2. 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]
NCG01 PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. 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.
2. 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 [phone].
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(L)(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(L)(6).
• DIVISION STAFF MAY WAIVE THE REQUIREMENT FOR A WRITTEN
REPORT ON A CASE -BY -CASE BASIS.
1'I
2016 AYRSLEY TOWN BLVD.,
SUITE 2-A
CHARLOTTE, NC 28273
[phone]
ENGINEERING FIRM
LICENSE NUMBER: F-0176
Dominion
Energy®
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EROSION & SEDIMENT CONTROL PLAN
M-201 EXPOSURE NEAR STONEWAY LANE
RUTHERFORD COUNTY, NORTH CAROLINA
PROJECT NUMBER
7335-20-075
DRAWING NUMBER
NCDEQ GROUND STABILIZATION AND MATERIALS HANDLING
SAMPLE SHEET (NCG01_DETAIL_3-29_19.DWG), EFFECTIVE 4/1/2019, REVISED 3/29/19.
NCDEQ INSPECTION, RECORDKEEPING AND REPORTING SAMPLE SHEET (NCG01-SELF-
INSPECTION-SHEET-REVISED-5-17-19.DWG), EFFECTIVE 4/1/2019, REVISED 5/17/19.

t
GENERAL SEEDING SPECIFICATIONS
GENERAL RIPARIAN SEEDING REQUIREMENTS
DRAWING PATH: T:\Energy\Projects\2020\7335-20-075_DENC M-201 Exposure Stoneway Lane\CAD\DWG\ESC\733520075_NCG01.dwg
DEFINITION
CONTROLLING RUNOFF AND EROSION ON DISTURBED UPLAND AREAS BY ESTABLISHING PERENNIAL VEGETATIVE COVER
WITH SEED.
PURPOSE
TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS, AND TO PERMANENTLY STABILIZE SUCH
AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTS TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST
APPROPRIATE PLANT MATERIALS.
SEEDBED REQUIREMENTS
ESTABLISHMENT OF VEGETATION SHOULD NOT BE ATTEMPTED ON SITES THAT ARE UNSUITABLE DUE TO EXCESSIVE SOIL
COMPACTION, INAPPROPRIATE SOIL TEXTURE, POOR DRAINAGE, CONCENTRATED OVERLAND FLOW, OR STEEPNESS OF
SLOPE UNTIL MEASURES HAVE BEEN TAKEN TO CORRECT THESE PROBLEMS.
TO MAINTAIN A GOOD STAND OF VEGETATION, THE SOIL MUST MEET CERTAIN MINIMUM REQUIREMENTS AS A GROWTH
MEDIUM. THE EXISTING SOIL SHOULD HAVE THESE CRITERIA:
• ENOUGH FINE-GRAINED (SILT AND CLAY) MATERIAL TO MAINTAIN ADEQUATE MOISTURE AND NUTRIENT SUPPLY
(AVAILABLE WATER CAPACITY OF AT LEAST .05-IN. WATER TO 1-IN. OF SOIL).
• SUFFICIENT PORE SPACE TO PERMIT ROOT PENETRATION.
• SUFFICIENT DEPTH OF SOIL TO PROVIDE AN ADEQUATE ROOT ZONE. THE DEPTH TO ROCK OR IMPERMEABLE LAYERS
SUCH AS HARDPANS SHOULD BE 12-IN. OR MORE, EXCEPT ON SLOPES STEEPER THAN 2:1 WHERE THE ADDITION OF
SOIL IS NOT FEASIBLE.
• A FAVORABLE PH RANGE FOR PLANT GROWTH, USUALLY 6.0 - 6.5.
• FREE FROM LARGE ROOTS, BRANCHES, STONES, LARGE CLODS OF EARTH, OR TRASH OF ANY KIND. CLODS AND
STONES MAY BE LEFT ON SLOPES STEEPER THAN 3:1 IF THEY ARE TO BE HYDRO SEEDED.
IF ANY OF THESE CRITERIA ARE NOT MET - I.E., IF EXISTING SOIL IS TOO COARSE, DENSE, SHALLOW OR ACIDIC TO FOSTER
VEGETATION - SPECIAL AMENDMENTS ARE REQUIRED. THE SOIL CONDITIONERS DESCRIBED BELOW MAY BE BENEFICIAL
OR, PREFERABLY, TOPSOIL MAY BE APPLIED.
SEEDBED PREPARATION
INSTALL NECESSARY MECHANICAL EROSION AND SEDIMENTATION CONTROL PRACTICES BEFORE SEEDING, AND
COMPLETE GRADING ACCORDING TO THE APPROVED PLAN.
LIME AND FERTILIZER NEEDS SHOULD BE DETERMINED BY SOIL TESTS. DIRECTIONS, SAMPLE CARTONS, AND
INFORMATION SHEETS ARE AVAILABLE THROUGH COUNTY AGRICULTURAL EXTENSION OFFICES. TESTING IS ALSO DONE
BY COMMERCIAL LABORATORIES.
WHEN SOIL TESTS RESULTS ARE NOT AVAILABLE, FOLLOW RATES SUGGESTED IN THE SEEDING SPECIFICATIONS TABLES.
APPLY LIME AND FERTILIZER EVENLY AND INCORPORATE INTO THE TOP 4-6-IN. OF SOIL BY DISKING OR OTHER SUITABLE
MEANS. OPERATE MACHINERY ON THE CONTOUR. WHEN USING A HYDRO SEEDER, APPLY LIME AND FERTILIZER TO A
ROUGH, LOOSE SURFACE.
ROUGHEN SURFACES PRIOR TO SEEDING.
COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS AND RAKING INTO A SMOOTH, UNIFORM SURFACE
(SLOPES LESS THAN 3:1). FILL IN OR LEVEL DEPRESSIONS THAT CAN COLLECT WATER. BROADCAST SEED INTO A FRESHLY
LOOSENED SEEDBED THAT HAS NOT BEEN SEALED BY RAINFALL.
SEEDING
SEEDING DATES GIVEN IN THE SEEDING MIXTURE SPECIFICATIONS ARE CONSIDERED TO BE "BEST" OR "POSSIBLE".
SEEDINGS PROPERLY CARRIED OUT WITHIN THE DATE RANGES GIVEN HAVE A HIGH PROBABILITY OF SUCCESS. IT IS ALSO
POSSIBLE TO HAVE SATISFACTORY ESTABLISHMENT WHEN SEEDING OUTSIDE THESE DATES. HOWEVER, AS YOU DEVIATE
FROM THEM, THE PROBABILITY OF FAILURE INCREASES RAPIDLY. SEEDING ON THE LAST DATE SHOWN MAY REDUCE
CHANCES OF SUCCESS BY 30-50%. ALWAYS TAKE THIS INTO ACCOUNT IN SCHEDULING LAND -DISTURBING ACTIVITIES.
USE CERTIFIED SEED FOR PERMANENT SEEDING.
LABELING OF NON -CERTIFIED SEED IS ALSO REQUIRED BY LAW. LABELS CONTAIN IMPORTANT INFORMATION ON SEED
PURITY, GERMINATION, AND PRESENCE OF WOOD SEEDS. SEEDS MUST MEET STATE STANDARDS FOR CONTENT OF
NOXIOUS WEEDS. DO NOT ACCEPT SEED CONTAINING "PROHIBITED" NOXIOUS WEED SEED.
INOCULATE LEGUME SEED WITH THE RHIZOBIUM BACTERIA APPROPRIATE TO THE SPECIES OF LEGUME.
APPLY SEED UNIFORMLY WITH A CYCLONE SEEDER, DROP -TYPE SPREADER, DRILL, CULTIPACKER SEEDER, OR HYDRO
SEEDER ON A FIRM, FRIABLE SEEDBED.
WHEN USING A DRILL OR CULTIPACKER SEEDER, PLANT SMALL GRAINS NO MORE THAN 1 INCH DEEP, GRASSES AND
LEGUMES NO MORE THAN 1/2-IN. EQUIPMENT SHOULD BE CALIBRATED IN THE FIELD FOR THE DESIRED SEEDING RATE.
WHEN USING BROADCAST -SEEDING METHODS, SUBDIVIDE THE AREA INTO WORKABLE SECTIONS AND DETERMINE THE
AMOUNT OF SEED NEEDED FOR EACH SECTION. APPLY ONE-HALF THE SEED WHILE MOVING BACK AND FORTH ACROSS
THE AREA, MAKING A UNIFORM PATTERN: THEN APPLY THE SECOND HALF IN THE SAME WAY, BUT MOVING AT RIGHT
ANGLES TO THE FIRST PASS.
MULCH ALL PLANTINGS IMMEDIATELY AFTER SEEDING.
HYDRO SEEDING
SURFACE ROUGHENING IS PARTICULARLY IMPORTANT WHEN HYDRO SEEDING, AS A ROUGHENED SLOPE WILL PROVIDE
SOME NATURAL COVERAGE FOR LIME, FERTILIZER, AND SEED. THE SURFACE SHOULD NOT BE COMPACTED OR SMOOTH.
FINE SEEDBED PREPARATION IS NOT NECESSARY FOR HYDRO SEEDING OPERATIONS: LARGE CLODS, STONES, AND
IRREGULARITIES PROVIDE CAVITIES IN WHICH SEEDS CAN LODGE.
RATE OF WOOD FIBER (CELLULOSE) APPLICATION SHOULD BE AT LEAST 4,000 LB/ACRE.
APPLY LEGUME INOCULANTS AT FOUR TIMES THE RECOMMENDED RATE WHEN ADDING INOCULANT TO A HYDRO
SEEDER SLURRY.
IF A MACHINERY BREAKDOWN OF 1/2 TO 2 HOURS OCCURS, ADD 50% MORE SEED TO THE TANK, BASED ON THE
PROPORTION OF THE SLURRY REMAINING. THIS SHOULD COMPENSATE FOR DAMAGE TO SEED. BEYOND 2 HOURS, A FULL
RATE OF NEW SEED MAY BE NECESSARY.
LIME IS NOT NORMALLY APPLIED WITH A HYDRAULIC SEEDER BECAUSE IT IS ABRASIVE. IT CAN BE BLOWN ONTO STEEP
SLOPES IN DRY FORM.
MAINTENANCE
GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN
MAINTAINED FOR ONE FULL YEAR FROM PLANTING. INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY
REPAIRS AND RESEEDINGS WITHIN THE SAME SEASON, IF POSSIBLE.
RESEEDING --IF A STAND HAS INADEQUATE COVER, RE-EVALUATE CHOICE OF PLANT MATERIALS AND QUANTITIES OF
LIME AND FERTILIZER. RE-ESTABLISH THE STAND AFTER SEEDBED PREPARATION OR OVER- SEED THE STAND. CONSIDER
SEEDING TEMPORARY, ANNUAL SPECIES IF THE TIME OF YEAR IS NOT APPROPRIATE FOR PERMANENT SEEDING.
IF VEGETATION FAILS TO GROW, SOIL MUST BE TESTED TO DETERMINE IF ACIDITY OR NUTRIENT IMBALANCE IS
RESPONSIBLE.
FERTILIZATION --ON THE TYPICAL DISTURBED SITE, FULL ESTABLISHMENT USUALLY REQUIRES RE -FERTILIZATION IN THE
SECOND GROWING SEASON. FINE TURF REQUIRES ANNUAL MAINTENANCE FERTILIZATION. USE SOIL TESTS IF POSSIBLE
OR FOLLOW THE GUIDELINES GIVEN FOR THE SPECIFIC SEEDING MIXTURE.
SEEDING SPECIFICATIONS
SEE TABLES FOR UPLAND AREAS TEMPORARY AND PERMANENT SEEDING SPECIFICATIONS.
TEMPORARY UPLAND SEEDING SPECIFICATIONS
SEEDING MIXTURE
SEEDING DATES
COMMON NAME
(SPECIES)
APPLICATION
RATE (LBS/ACRE)
FALL
(AUG. 15 to DEC. 30)
RYE GRAIN
(SECALE CEREALE)
120
EARLY SPRING
(JAN. 11 TO MAY 1)
RYE GRAIN
(SECALE CEREALE)
120
KOREAN LESPEDEZA
(KUMMEROWIA STRIATA V.
KOBE)
50
SUMMER
(MAY 1 TO AUG. 15)
GERMAN MILLET
(SETARIA ITALICA)
40
SOIL AMENDMENTS
NOTE
AMENDMENT
APPLICATION
RATE (LBS/ACRE)
FOLLOW RECOMMENDATIONS OF
SOIL TESTS OR APPLY BOTH.
GROUND AGRICULTURAL
LIMESTONE
2,000
10-10-10 FERTILIZER
750
* LIMESTONE APPLIED AT A MINIMUM OF 2 TONS/ACRE WITH 3 TONS/ACRE IN CLAY
SOILS OR PER SOILS TEST.
MULCH
NOTE
MULCH
APPLICATION
RATE (LBS/ACRE)
APPLY BY ROVING, NETTING, OR
ASPHALT TACKING AT 400 GAL/AC.
GRAIN STRAW
4,000
MAINTENANCE
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE -FERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
GROUND STABILIZATION SHALL BE PERFORMED PER "REQUIRED GROUND
STABILIZATION TIME FRAMES" CHART ON NCGO1 NOTES OR AS OTHERWISE SPECIFIED
FOR SAFETY REASONS.
PERMANENT UPLAND SEEDING SPECIFICATIONS
SEEDING MIXTURE
SEEDING DATES
COMMON NAME
(SPECIES)
APPLICATION
RATE
(LBS/ACRE)
SEP. 1 TO APR. 15
KY 31 TALL FESCUE
(FESTUCA ARUNDINACEA)
200
NURSE CROPS
SEEDING DATES
COMMON NAME
(SPECIES)
APPLICATION
RATE
(LBS/ACRE)
MAY 1 TO AUG. 15
GERMAN MILLET
(SETARIA ITALICA)
10
MAY 1 TO AUG. 15
SUDAN GRASS
(SORGHUM SACCHARATUM)
(S. BICOLOR SSP. DRUMMONDI)
15
PRIOR TO MAY 1 OR
AFTER AUG. 15
RYE GRAIN
(SECALE CEREALE)
40
SOIL AMENDMENTS
NOTE
AMENDMENT
APPLICATION
RATE
(LBS/ACRE)
FOLLOW RECOMMENDATIONS OF
SOIL TESTS OR APPLY BOTH.
GROUND AGRICULTURAL
LIMESTONE
4,000*
10-10-10 FERTILIZER
1,000
* LIMESTONE APPLIED AT A MINIMUM OF 2 TONS/ACRE WITH 3 TONS/ACRE IN CLAY
SOILS OR PER SOILS TEST.
MULCH
NOTE
MULCH
APPLICATION
RATE
(LBS/ACRE)
APPLY BY ROVING, NETTING, OR
ASPHALT TACKING AT 400 GAL/AC.
GRAIN STRAW
4,000
MAINTENANCE
RE -FERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE
MOWED ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE,
AND MULCH DAMAGED AREAS IMMEDIATELY.
GROUND STABILIZATION SHALL BE PERFORMED PER "REQUIRED GROUND
STABILIZATION TIME FRAMES" CHART ON NCGO1 NOTES OR AS OTHERWISE SPECIFIED
FOR SAFETY REASONS.
DEFINITION
CONTROLLING RUNOFF AND EROSION ON DISTURBED RIPARIAN AREAS BY ESTABLISHING PERENNIAL VEGETATIVE COVER WITH NATIVE
RIPARIAN SEED.
PURPOSE
TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS, AND TO PERMANENTLY STABILIZE SUCH AREAS IN A
MANNER THAT IS ECONOMICAL, ADAPTS TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT
MATERIALS.
SEEDBED REQUIREMENTS
TO MAINTAIN A GOOD STAND OF RIPARIAN VEGETATION, THE SOIL MUST BE THE TOPSOIL THAT HAS BEEN STOCKPILED DURING THE
GRADING AND EXCAVATION OPERATIONS. THIS TOPSOIL SHOULD ALSO HAVE THESE CRITERIA:
• ENOUGH FINE-GRAINED (SILT AND CLAY) MATERIAL TO MAINTAIN ADEQUATE MOISTURE AND NUTRIENT SUPPLY (AVAILABLE
WATER CAPACITY OF AT LEAST .05-IN. WATER TO 1-IN. OF SOIL).
• SUFFICIENT PORE SPACE TO PERMIT ROOT PENETRATION.
• SUFFICIENT DEPTH OF SOIL TO PROVIDE AN ADEQUATE ROOT ZONE. THE DEPTH TO ROCK OR IMPERMEABLE LAYERS SUCH AS
HARDPANS SHOULD BE 12-IN. OR MORE, EXCEPT ON SLOPES STEEPER THAN 2:1 WHERE THE ADDITION OF SOIL IS NOT FEASIBLE.
• A FAVORABLE PH RANGE FOR PLANT GROWTH, USUALLY 6.0 - 6.5.
• FREE FROM LARGE ROOTS, BRANCHES, STONES, LARGE CLODS OF EARTH, OR TRASH OF ANY KIND. CLODS AND STONES MAY BE
LEFT ON SLOPES STEEPER THAN 3:1 IF THEY ARE TO BE HYDRO SEEDED.
• IF ANY OF THE ABOVE CRITERIA ARE NOT MET - I.E., IF EXISTING SOIL IS TOO COARSE, DENSE, SHALLOW OR ACIDIC TO FOSTER
VEGETATION - A ONE TIME APPLICATION OF SPECIAL AMENDMENTS ARE ALLOWED. HOWEVER, FERTILIZER MUST NOT OCCUR
WITHIN 10-FT. OF TOP OF BANK OR COME IN CONTACT WITH WATER. THE SOIL CONDITIONERS DESCRIBED BELOW MAY BE
BENEFICIAL OR, PREFERABLY, TOPSOIL MAY BE APPLIED.
SEEDBED PREPARATION
INSTALL NECESSARY EROSION AND SEDIMENTATION CONTROL PRACTICES BEFORE SEEDING, AND COMPLETE GRADING ACCORDING TO
THE APPROVED PLAN.
ROUGHEN RIPARIAN SURFACES BY DISKING, RAKING, HARROWING, OR OTHER SUITABLE METHODS PRIOR TO SEEDING.
COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS AND RAKING INTO A SMOOTH, UNIFORM SURFACE. BROADCAST
SEED INTO A FRESHLY LOOSENED SEEDBED THAT HAS NOT BEEN SEALED BY RAINFALL.
SEEDING
USE CERTIFIED SEED FOR NATIVE RIPARIAN SEEDING.
LABELING OF NON -CERTIFIED SEED IS ALSO REQUIRED BY LAW. LABELS CONTAIN IMPORTANT INFORMATION ON SEED PURITY,
GERMINATION, AND PRESENCE OF WOOD SEEDS. SEEDS MUST MEET STATE STANDARDS FOR CONTENT OF NOXIOUS WEEDS. DO NOT
ACCEPT SEED CONTAINING "PROHIBITED" NOXIOUS WEED SEED.
APPLY SEED UNIFORMLY BY HAND OR PERSONNEL EQUIPPED WITH A BROADCAST SPREADER.
RIPARIAN SEED MIX TO BE APPLIED FROM THE TOE OF SLOPE TO 10 FEET LANDWARD FROM TOP OF BANK.
WHEN USING BROADCAST -SEEDING METHODS, SUBDIVIDE THE AREA INTO WORKABLE SECTIONS AND DETERMINE THE AMOUNT OF
SEED NEEDED FOR EACH SECTION. APPLY ONE-HALF THE SEED WHILE MOVING BACK AND FORTH ACROSS THE AREA, MAKING A
UNIFORM PATTERN: THEN APPLY THE SECOND HALF IN THE SAME WAY, BUT MOVING AT RIGHT ANGLES TO THE FIRST PASS.
MAINTENANCE
GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED
FOR ONE FULL YEAR FROM PLANTING. INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN
THE SAME SEASON, IF POSSIBLE.
RESEEDING --IF A STAND HAS INADEQUATE COVER, RE-EVALUATE CHOICE OF PLANT MATERIALS. RE-ESTABLISH THE STAND AFTER
SEEDBED PREPARATION OR OVER -SEED THE STAND.
SEEDING SPECIFICATIONS
SEE TABLES FOR RIPARIAN AREAS SEEDING SPECIFICATIONS.
NATIVE RIPARIAN SEED SPECIFICATIONS
SEEDING MIXTURE
SPECIES
COMMON NAME
PERCENTAGE OF MIX
ELYMUS VIRGINICUS
VIRGINIA WILD RYE
20
PANICUM VIRGATUM
SWITCHGRASS
15
AGROSTIS PERENNANS
AUTUMN BENTGRASS
15
RUDBECKIA HIRTA
BLACK-EYED SUSAN (NC
ECOTYPE)
10
COREOPSIS LANCEOLATA
LANCE LEAF COREOPSIS
10
ANDROPOGON GERARDII
BIG BLUESTEM
10
JUNCUS EFFUSUS
SOFT RUSH (NC ECOTYPE)
5
SCHIZACHYRIUM SCOPARIUM
LITTLE BLUESTEM
5
SORGHASTRUM NUTANS
INDIAN GRASS
5
TRIPSACUM DACTYLOIDES
EASTERN GAMMA
5
Total
100
NOTE: THE RECOMMENDED APPLICATION RATE FOR THE RIPARIAN SEED MIXTURE ABOVE IS 20
TO 25-LBS PER ACRE. APPLY SEED MIXTURE TO DISTURBED UPLAND RIPARIAN AREAS,
EXTENDING 50-FEET LANDWARD.
SOIL AMENDMENTS
A ONE TIME APPLICATION OF SOIL AMMENDMENTS MAY BE APPLIED
AS PER THE GENERAL SEEDING SPECIFICATIONS. SOIL AMENDMENTS
IN WETLAND AREAS.
WITHIN RIPARIAN AREAS
ARE NOT TO BE APPLIED
MULCH
MULCH MAY BE APPLIED WITHIN RIPARIAN
SPECIFICATIONS. MULCH IS NOT TO
AREAS AS PER THE GENERAL SEEDING
BE APPLIED IN WETLAND AREAS.
MAINTENANCE
RESEED/OVER SEED IF GROWTH IS NOT FULLY ADEQUATE.
GROUND STABILIZATION SHALL BE PERFORMED PER TIME FRAMES OUTLINED IN GENERAL
SEEDING SPECIFICATIONS.
NATIVE RIPARIAN SEED
COVER/COMPANION CROPS
SPECIES
COMMON NAME
SEASON
MIX
NOTES
SECALE CEREALE
CEREAL OR
WINTER RYE
EARLY SPRING
OR FALL
30 LBS/ACRE
GROWS 3-4' TALL, BUT
NOT A STRONG A
COMPETITOR.
LOLIUM
PERENNE
PERENNIAL RYE
EARLY FALL OR
SPRING
20-50%
SHORTER RYE; LASTS
ABOUT 2 YEARS, THEN
DIES OUT.
UROCLOA
RAMOSE
BROWN TOP
MILLET
SPRING,
SUMMER
20-50%
GOOD GERMINATION;
DIES OFF WITH FROST;
DOES NOT TOLERATE
MOWING.
1'I
2016 AYRSLEY TOWN BLVD.,
SUITE 2-A
CHARLOTTE, NC 28273
[phone]
ENGINEERING FIRM
LICENSE NUMBER: F-0176
Dominion
Energy®
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SEEDING SPECIFICATIONS
EROSION & SEDIMENT CONTROL PLAN
M-201 EXPOSURE NEAR STONEWAY LANE
RUTHERFORD COUNTY, NORTH CAROLINA
PROJECT NUMBER
7335-20-075
DRAWING NUMBER

DRAWING PATH: T:\Energy\Projects\2020\7335-20-075_DENC M-201 Exposure Stoneway Lane\CAD\DWG\ESC\733520075_DETAILS.dwg
A
6-FT. MAX.
5-FT. SELF FASTENER
ANGLE STEEL POST
(1.25 LB / LINEAR FT.)
PLASTIC OR WIRE TIE (TYP.)
(MIN. 50-LB. TENSILE STRENGTH)
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EXTRA STRENGTH WOVEN FILTER FABRIC
(SEE TABLE)
SILT FENCE SECTION VIEW
5-FT. SELF FASTENER ANGLE STEEL POST
7 (1.25 LB / LINEAR FT.) EXTRA STRENGTH
WOVEN FILTER FABRIC (SEE TABLE)
A'
..
COMPACTED BACKFILL
FLOW
SILT FENCE PLAN VIEW
36-IN.
24-IN.
f
24-IN.
5-FT. SELF FASTENER ANGLE STEEL POST
(1.25 LB / LINEAR FT.)
EXTRA STRENGTH
WOVEN FILTER FABRIC (SEE TABLE)
PLASTIC OR WIRE TIE (TYP.)
(MIN. 50-LB. TENSILE STRENGTH)
COMPACTED BACKFILL
\` \` \�\ `i \' \' \�
/8 IN./
4-IN.
CROSS-SECTION A -A'
FLOW
EXTRA STRENGTH
WOVEN FILTER FABRIC TABLE
PROPERTY
TEST
VALUE
GRAB TENSILE STRENGTH
ASTM D4632
125-LBS. MARV
GRAB TENSILE ELONGATION
ASTM D4632
100-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
C98
SILT FENCE
SCALE: N.T.S.
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. DO NOT ATTACH FILTER FABRIC TO
EXISTING TREES.
4. WOODEN POSTS ARE ALLOWED WHEN
CROSSING "LIVE" NATURAL GAS PIPELINES.
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
Da
STAKES
(SEE NOTE 5)
10-FT. O.C.
3-IN. MIN
CLOSED END
Ed
WOOD MULCH
(SEE NOTE 9)
COMPOST FILTER SOCK
WOOD MULCH
(SEE NOTE 9)
1 N. MIN.\ \
SINGLE SOCK SECTION VIEW
FLOW
18-IN. MIN.
OVERLAP
10-FT.
COMPOST FILTER SOCK PLAN VIEW
COMPOST FILTER SOCK 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. REMOVE ACCUMULATED SEDIMENT OVER 1/2 THE HEIGHT OF THE
COMPOST FILTER SOCK AND ANY DEBRIS. THE COMPOST SOCK MUST
BE REPLACED IF CLOGGED OR TORN.
4. IF PONDING BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE
REPLACED WITH ONE OF A LARGER DIAMETER OR A DIFFERENT
MEASURE. THE SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR
DISLODGED.
STAKES
(SEE NOTE 5)
10-FT. O.C.
3-IN. MIN
STAKES
(SEE NOTE 5)
10-FT. O.C.
/I�%/1
/\ /\
COMPOST FILTER SOCK
(SEE NOTE 1)
0
M
16 GAUGE WIRE
STAKES
(SEE NOTE 5)
10-FT. O.C., STARTING 5-FT.
FROM ANGLED STAKES
COMPOST FILTER SOCK
WOOD MULCH
(SEE NOTE 9)
FLOW
PYRAMID STACK SOCK SECTION VIEW
5. THE COMPOST FILTER SOCK SHALL BE REGULARLY INSPECTED UNTIL
LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE
MEASURE HAS BEEN PERMANENTLY STABILIZED.
6. REMOVE ALL COMPOST FILTER SOCK MATERIALS AND UNSTABLE
SEDIMENT DEPOSITS AND RETURN THE AREA TO GRADE AND
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
7. REFER TO NOTES & SEEDING SPECIFICATIONS FOR COMPOST
MATERIAL REQUIREMENTS AND DISPOSAL/RECYCLING HANDLING.
REF: DETAIL BASED ON NCDEQ EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, CHAPTERS 6 REVISED, MAY 2013 AND
FILTREXX® SWPPP CUT SHEET - SEDIMENT/PERIMETER CONTROL
(SILTSOXXTM).
(2 COMPOST FILTER SOCK
8 SCALE: N.T.S.
COMPOST FILTER SOCK NOTES
1. USE FILTREXX® COMPOST FILTER SOCK OR
ENGINEER APPROVED EQUIVALENT. REFER TO PLAN
VIEWS FOR COMPOST FILTER SOCK DIAMETER.
2. TO PREVENT WATER & SEDIMENT FROM FLOWING
AROUND MEASURES A MINIMUM 10-FT. LENGTH OF
COMPOST FILTER SOCK MUST BE PLACED UPSLOPE
AT A 30 DEGREE ANGLE FROM THE ENDS OF THE
MEASURES.
3. COMPOST SOCKS SHOULD BE LOCATED AS SHOWN
ON PLANS AND AS DIRECTED BY THE OWNER'S
INSPECTOR OR DESIGNATED REPRESENTATIVE AS
NEEDED BASED UPON FIELD CONDITIONS.
4. PRIOR TO INSTALLATION, CLEAR ALL
OBSTRUCTIONS INCLUDING ROCKS, CLODS, AND
OTHER DEBRIS GREATER THAN 1-IN.THAT MAY
INTERFERE WITH PROPER FUNCTION OF THE
COMPOST SOCK.
5. OAK OR OTHER DURABLE HARDWOOD STAKES 2-IN.
BY 2-IN. IN CROSS SECTION SHOULD BE DRIVEN
VERTICALLY PLUMB, THROUGH THE CENTER OF THE
COMPOST SOCK. STAKES SHOULD BE PLACED AT A
MAXIMUM INTERVAL OF 10 FT. O.C. STAKES SHOULD
BE DRIVEN TO A MINIMUM DEPTH OF 12-IN., WITH
A MINIMUM OF 3-IN. PROTRUDING ABOVE THE
COMPOST SOCK.
6. IN THE EVENT STAKING IS NOT POSSIBLE (I.E., WHEN
SOCKS ARE USED ON PAVEMENT) HEAVY CONCRETE
BLOCKS SHALL BE USED BEHIND THE SOCK TO HOLD
IT IN PLACE DURING RUNOFF EVENTS.
7. IF THE COMPOST SOCK IS TO BE LEFT AS PART OF
THE NATURAL LANDSCAPE, IT MAY BE SEEDED AT
TIME OF INSTALLATION FOR ESTABLISHMENT OF
PERMANENT VEGETATION USING THE SEED MIX ON
NOTES & SEEDING SPECIFICATIONS DRAWING.
8. COMPOST FILTER SOCKS ARE NOT TO BE USED IN
PERENNIAL OR INTERMITTENT STREAMS.
9. APPLY WOOD MULCH OR COMPOST TOY2 HEIGHT
OF COMPOST FILTER SOCK.
1
18-IN. MIN.
OVERLAP
LOD
SILT FENCE
8 J (TYP.)
LOD
LOD
COMPOST FILTER SOCK
(SEE NOTE 1)
SILT FENCE
18-IN. MIN.
OVERLAP
(TYP.)
WOOD MULCH
(SEE NOTE 3)
SINGLE SOCK / SILT FENCE
OVERLAP - PLAN VIEW
2
1
FLOW
COMPOST FILTER SOCK
8
(SEE NOTE 1)
SEDIMENT STORAGE ZONE
(SEE MAINTENANCE NOTE 3)
FLOW
WOOD MULCH
(SEE NOTE 3)
SINGLE SOCK / SILT FENCE
OVERLAP - SECTION VIEW
LOD
LOD
COMPOST FILTER SOCK
(SEE NOTE 1)
SEE NOTE 2
LOD
WOOD MULCH
(SEE NOTE 3)
SEE NOTE 2-\____11
C
1
FLOW
PYRAMID STACK SOCK / SILT FENCE
OVERLAP - PLAN VIEW
2 COMPOST FILTER SOCK
8
(SEE NOTE 1)
SEDIMENT STORAGE ZONE
(SEE MAINTENANCE NOTE 3)
FLOW
WOOD MULCH
(SEE NOTE 3)
PYRAMID STACK SOCK / SILT FENCE
OVERLAP - SECTION VIEW
3 COMPOST FILTER SOCK AND SILT FENCE OVERLAP
8 SCALE: N.T.S.
SILT FENCE AND FILTREXX® SILTSOXXTM OVERLAP NOTES
1. USE FILTREXX® SILTSOXXTM ORIGINAL OR ENGINEER APPROVED
EQUIVALENT. REFER TO PLAN VIEWS FOR FILTREXX® SILTSOXXTM
DIAMETER.
2. TO PREVENT WATER & SEDIMENT FROM FLOWING AROUND
THE MEASURES THE TOP FILTREXX® SILTSOXXTM MUST BE
PLACED ON THE LIMITS OF DISTURBANCE SIDE OF THE SILT
FENCE AT THE OVERLAP.
3. APPLY WOOD MULCH OR COMPOST TOY2 HEIGHT OF
FILTREXX® SILTSOXXTM AND FOR THE LENGTH OF THE OVERLAP.
4. T-POST MAY BE USED TO SUBSTITUTE STAKES AS DIRECTED BY
THE OWNER'S INSPECTOR OR DESIGNATED REPRESENTATIVE AS
NEEDED BASED UPON FIELD CONDITIONS.
SILT FENCE AND FILTREXX® SILTSOXXTM OVERLAP MAINTENANCE
NOTES
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. THE MAXIMUM ALLOWABLE ACCUMULATED SEDIMENT IS 2/3
THE HEIGHT OF THE BOTTOM 18-IN. DIA. FILTREXX® SILTSOXXTM
(APPROX. 10-IN.). HOWEVER ACCUMULATED SEDIMENT SHOULD
BE REMOVED MORE FREQUENTLY.
4. REMOVE ACCUMULATED SEDIMENT TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN. TAKE CARE TO AVOID
UNDERMINING THE FILTREXX® SILTSOXXTM DURING CLEANOUT.
5. THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR
TORN.
6. IF PONDING BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE
REPLACED, WITH ONE OF A LARGER DIAMETER OR A DIFFERENT
MEASURE. THE SOCK NEEDS TO BE REINSTALLED IF
UNDERMINED OR DISLODGED.
7. THE FILTREXX® SILTSOXXTM SHALL BE REGULARLY INSPECTED
UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE
THE MEASURE HAS BEEN PERMANENTLY STABILIZED.
8. REMOVE ALL FILTREXX® SILTSOXXTM MATERIALS AND UNSTABLE
SEDIMENT DEPOSITS AND RETURN THE AREA TO GRADE AND
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS
BEEN PROPERLY STABILIZED.
9. LARGE DEBRIS, TRASH, AND LEAVES SHOULD BE REMOVED
FROM IN FRONT OF FILTREXX® SILTSOXXTM WHEN FOUND.
10. REFER TO GENERAL NOTES & LEGEND DRAWING FOR COMPOST
MATERIAL REQUIREMENTS AND DISPOSAL/RECYCLING
HANDLING.
COMPACTED
SOIL MATERIAL
(SEE NOTE 2)
9-IN.
14066,‘,
6-FT. MIN.
18-IN. MIN.
SECTION VIEW (OPTION 1)
EXCAVATED
AREA OR
DEPRESSION
COMPOST FILTER SOCK
SLOPE
(
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8 SLOPE
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LOD LOD
LOD - OD
COMPOST FILTER SOCK
(18-IN. DIA. - OPTION 2)
LOD fi LOD
SLOPE
(%)
COMPACTED
SOIL MATERIAL
(SEE NOTE 2)
LOD LOD
PLAN VIEW
(18-IN. DIA.)
EXCAVATED AREA
OR DEPRESSION
LOD
LOD
WATER BAR
OUTLET
(4 WATERBAR
8 SCALE: N.T.S.
DISTANCE (FT.)
SLOPE
(
TEMPORARY WATER BAR SPACING *
SLOPE (%)
DISTANCE (FT.)
< 5
125
5
- 10
100
10
- 20
75
20
- 35
50
>
35
25
* OPTIONS 1 AND 2 SHALL HAVE SAME SPACING
TEMPORARY WATER BAR NOTES:
1. INSTALL WATER BARS ON SLOPES PER SPACING TABLE OR AS SHOWN ON
THE PLANS.
2. CONSTRUCT WATER BARS OF COMPACTED SOIL MATERIAL (NOT TOPSOIL).
3. CONSTRUCT SIDE SLOPES AT 2H:1V.
3. CONSTRUCT SIDE SLOPES 3H:1V OR FLATTER WHERE VEHICLES CROSS.
4. EACH WATER BAR SHALL DISCHARGE INTO WATER BAR OUTLET OR
PERIMETER E&SC MEASURE AS SHOWN ON PLANS.
5. MODIFY WATER BAR CROSS-SECTION ON STEEP SLOPES AS DIRECTED BY
THE ENVIRONMENTAL INSPECTOR AND DESIGNATED OWNERS
REPRESENTATIVE AS NEEDED BASED UPON FIELD CONDITIONS.
6. TEMPORARY TACK ON WATER BARS (NO EXCAVATED AREA OR DEPRESSION)
ARE ALLOWED WITH A 18-IN. MINIMUM HEIGHT.
7. AN 18-IN. DIAMETER FILTREXX® SILTSOXXTM MAY BE USED IN LIEU OF
COMPACTED SOIL MATERIAL. REFER TO COMPOST FILTER SOCK DETAIL FOR
STAKING AND MAINTENANCE GUIDELINES.
8. WHERE APPLICABLE, FLOW DIRECTION OF TEMPORARY WATER BARS MAY BE
REVERSED. ENVIRONMENTAL INSPECTOR AND DESIGNATED OWNERS
REPRESENTATIVE TO ASSIST IN DETERMINATION WHERE APPLICABLE.
9. DURING FINAL RESTORATION SELECT TEMPORARY WATER BARS WILL BE
REPLACED WITH 18-IN. DIAMETER FILTREXX® SILTSOXXTM ORIGINAL OR
ENGINEER APPROVED EQUIVALENT. ENVIRONMENTAL INSPECTOR AND
DESIGNATED OWNERS REPRESENTATIVE TO ASSIST IN DETERMINATION.
10. A COMBINATION OF OPTION 1 AND OPTION 2 CAN BE UTILIZED TO
FACILITATE EQUIPMENT TRAFFIC.
TEMPORARY WATER BAR MAINTENANCE NOTES
1. INSPECT EVERY 7 CALENDAR DAYS AND WITHIN 24-HOURS AFTER EACH
RAINFALL EVENT THAT PRODUCES 1.0-INCH OR MORE OF PRECIPITATION IN
24 HOURS.
2. MAKE ANY NECESSARY REPAIRS IMMEDIATELY.
3. KEEP WATER BAR FREE OF DEBRIS AND OBSTRUCTIONS.
4. IF DAMAGED OR REMOVED DURING CONSTRUCTION ACTIVITIES, WATER
BARS ARE TO BE REPLACED AT THE END OF EACH WORKING DAY. COMPACT
SOIL USED TO CONSTRUCT WATER BAR.
1'I
2016 AYRSLEY TOWN BLVD.,
SUITE 2-A
CHARLOTTE, NC 28273
[phone]
ENGINEERING FIRM
LICENSE NUMBER: F-0176
Dominion
Energy®
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REVISED FOR LOW-WATER CROSSING
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DESCRIPTION
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DETAILS (1 OF 6)
EROSION & SEDIMENT CONTROL PLAN
M-201 EXPOSURE NEAR STONEWAY LANE
RUTHERFORD COUNTY, NORTH CAROLINA
PROJECT NUMBER
7335-20-075
DRAWING NUMBER
8
13

DRAWING PATH: T:\Energy\Projects\2020\7335-20-075_DENC M-201 Exposure Stoneway Lane\CAD\DWG\ESC\733520075_DETAILS.dwg
EXISTING
PUBLIC ROAD
/\\/\\/\/\\ /.\ /\�\ .
/j/ BACKFILL MATERIAL
50-FT. (MIN.)
TEMPORARY CULVERT (IF NECESSARY)
EXISTING PUBLIC ROAD
EDGE OF PAVEMENT
2 TO 3-IN. DIAMETER
WASHED STONE
\\/\\ X\/\\/\/\/\/
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NW-
CONSTRUCTION ENTRANCE SECTION VIEW
2 TO 3-IN. DIAMETER WASHED STONE
L-- A'
8 OZ. NON -WOVEN GEOTEXTILE
TEMPORARY CULVERT (IF NECESSARY)
CONSTRUCTION ENTRANCE PLAN VIEW
1-FT.
(MIN.)
12-FT. (MIN.)
2 TO 3-IN. DIAMETER
WASHED STONE
6-IN. (MIN.)
NW-
\j\j\\\\j\j\j\j\j "\\\\\j\j \j\\,\\\\j\
1-FT.
(MIN.)
/\\/\\//8 OZ. NON -WOVEN / /\/\/\\\// /X\\\\
GEOTEXTILE \ //\//\/
12-FT. (MIN.)
5 CONSTRUCTION ENTRANCE
9 SCALE: N.T.S.
CROSS-SECTION A -A'
CONSTRUCTION ENTRANCE NOTES
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.
CONSTRUCTION ENTRANCE MAINTENANCE
1. INSPECT TEMPORARY CONSTRUCTION ENTRANCES 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. 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.
4. 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.
5. 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/OR WATTLES WITHIN ROADSIDE SWALE/DITCH.
20-FT. MIN
r .1 LoD - FILTER BAG
(REFER TO DETAIL)
LOD
TRENCH DEWATERING
HOSE(S)
LOD LOD
LOD
18 18 18 18 18
12-IN. COIR LOG GATE
(OPEN)
z
0
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O
LOD
2
w
cc
0
1-
0
LOD
2
0
LOD
18-IN. COMPOST
FILTER SOCK
12-IN. COMPOST
FILTER SOCK (SIDEBOARD)
DEWATERING PUMP(S) WITH
SECONDARY CONTAINMENT
PROPOSED NATURAL
GAS PIPELINE
18 18 18 18
LOD LOD
TEMPORARY BRIDGE
(REFER TO DETAIL)
LOD LOD LOD
18 18 18 18 18 18
TRAVEL LANE
(NOTE 6)
■•
■•
7
TEMPORARY WORKSPACE
(REFER TO PLAN VIEWS)
11111111111111111111111111111111111111
BY-PASS
HOSE(S)
SILT FENCE
COFFER DAM
50-FT. (NOTES 6 & 7)
18 18
LOD
SCREEN
LOD
LOD
INTAKE
PLAN VIEW
GENERAL NOTES
1. REFER TO AUTHORIZED PERMITS FOR ADDITIONAL LOCAL, STATE,
AND FEDERAL REQUIREMENTS. MECHANICAL EQUIPMENT SHALL
NOT OPERATE WITHIN STREAMS OR TRAVERSE STREAMS.
2. CONSTRUCT TEMPORARY COFFER DAMS WITHIN LIMITS OF
DISTURBANCE.
3. CONTRACTOR SHALL DEWATER AREA BETWEEN DAMS AND ENSURE
TIGHT SEAL OF DAMS PRIOR TO TRENCHING. CONTRACTOR SHALL
BE RESPONSIBLE FOR PASSING WATER WHICH IS TO BE FILTERED
THROUGH A FILTER BAG PLACED IN CONJUNCTION WITH
APPROPRIATE SWPPP MEASURES. DEWATERING PUMP(S) SHALL BE
PLACED WITHIN SECONDARY CONTAINMENT.
4. SCREEN PUMP INTAKE(S) TO MINIMIZE ENTRAINMENT OF AQUATIC
LIFE. PLACE PUMP(S) INTAKE IN SUMP HOLE/POOL UPSTREAM OF
UPSTREAM COFFER DAM. PLACE BYPASS HOSE(S) OUTSIDE OF
STREAMBANKS 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.
5. THE BYPASS PUMP(S) SHALL BE OF SUFFICIENT SIZE TO CONVEY
STREAM BASE FLOW. HAVE STANDBY PUMP(S) AND GENERATOR(S)
CAPABLE OF HANDLING 100% OF ANTICIPATED STREAM BASE FLOW
ON -SITE IN CASE OF PUMP(S) FAILURE OR A RAIN EVENT.
CONTINUOUSLY MONITOR THE DAM AND PUMP(S) TO ENSURE
PROPER OPERATION THROUGHOUT THE STREAM CROSSING.
PUMP(S) SHALL BE PLACED WITHIN SECONDARY CONTAINMENT TO
REDUCE POTENTIAL FOR FUEL SPILLS.
TRENCH]
18 18 18 18 18 18
LOD
LOD LOD
BY-PASS PUMP(S) WITH
SECONDARY CONTAINMENT
b
EXCAVATED
GROUND SURFACE
PROPOSED NATURAL
GAS PIPELINE
BOTTOM OF
TRENCHLINE
18-IN. COMPOST
PERMANENT EASEMENT FILTER SOCK
(REFER TO PLAN VIEWS)
LOD
T
6. RESTRICT THE REMOVAL OF VEGETATION TO THE LIMITS OF
DISTURBANCE. ONLY HAND CLEARING IS ALLOWED ON
STREAMBANKS AND WITHIN 10-FT. OF TOP OF BANK, EXCEPT
WITHIN THE TRENCHLINE OR FOR SAFETY PURPOSE.
7. NO GRUBBING OR BELOW -GROUND VEGETATION REMOVAL SHALL
OCCUR WITHIN 50-FT. OF TOP OF BANK. GRUBBING IS ALLOWED FOR
TRAVEL LANE, TRENCHLINE, TEMPORARY BRIDGE INSTALLATION,
AND/OR SAFETY CONSIDERATIONS.
8. CONTRACTOR TO CONDUCT WORK "IN THE DRY" DURING LOW
FLOW CONDITIONS. LOCAL WEATHER CONDITIONS SHALL BE
MONITORED IN ORDER TO AVOID ANTICIPATED RAINFALL EVENTS
DURING, OR IMMEDIATELY FOLLOWING, CONSTRUCTION OF THE
PIPELINE WITHIN THE STREAM.
9. TEMPORARILY REMOVE SWPPP MEASURES TO FACILITATE PIPELINE
CONSTRUCTION.
10. CONTRACTOR TO CONDUCT WORK FROM THE STREAMBANKS ONLY,
CROSSINGS ARE NOT PERMITTED. BEGIN IN STREAM WORK IN THE
MORNING, PIPELINE CONSTRUCTION AND RESTORATION SHALL
OCCUR WITHIN A 24-HOUR PERIOD TO THE FULLEST EXTENT
PRACTICAL. IN NO INSTANCE SHOULD PIPELINE CONSTRUCTION
AND RESTORATION EXCEED 48 HOURS WITHOUT APPROVAL OF THE
OWNER'S DESIGNATED REPRESENTATIVE.
11. CONTRACTOR SHALL ATTEMPT TO SEGREGATE STREAMBED
SUBSTRATE FROM SUBGRADE.
12. NO WASTES, SPOILS, SOLIDS OR FILLS WILL BE PLACED WITHIN
STREAMS, WETLANDS OR RIPARIAN AREAS BEYOND THE LIMITS OF
DISTURBANCE. DO NOT PLACE TRENCH SPOILS ON BRIDGE DECK.
6 STREAM CROSSING - BY-PASS PUMP
9 SCALE: N.T.S.
TOP SOIL
7
5-FT. MIN.
COVER DEPTH
CROSS-SECTION A -A'
APPROXIMATE EXISTING
GROUND SURFACE
COFFER DAM
STREAMBED SUBSTRATE
CROSS-SECTION B-B'
13. BACKFILL SUBGRADE AFTER PIPELINE CONSTRUCTION WITHIN THE
STREAM IS COMPLETE. THEN RESTORE STREAMBED SUBSTRATE AND
STREAMBANKS TO ORIGINAL CONTOURS TO FULLEST EXTENT
PRACTI CAL.
14. REINSTALL SWPPP MEASURES PREVIOUSLY REMOVED FOR PIPELINE
CONSTRUCTION WITHIN THE STREAM. ADDITIONAL SITE -SPECIFIC
SWPPP MEASURES MAY BE NECESSARY IN ORDER TO PROTECT
AFFECTED STREAMS AND PREVENT VIOLATIONS OF WATER QUALITY
STANDARDS.
15. REINSTALL 12-IN. COIR LOGS ACROSS TRAVEL LANE ON BOTH SIDES
OF BRIDGE AT THE END OF EACH WORKDAY.
16. OWNER'S DESIGNATED REPRESENTATIVE TO ASSIST IN
DETERMINATION OF WHETHER BYPASS PUMP OR BYPASS PIPE
STREAM CROSSING METHOD IS TO BE USED.
MAINTENANCE NOTES
1. INSPECT AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND
WITHIN 24 HOURS AFTER EACH RAINFALL EVENT THAT PRODUCES
1.0-I N. OR MORE OF PRECIPITATION.
2. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. DISTURBED
AREA WILL BE MAINTAINED IN A CONDITION THAT WILL PREVENT
SEDIMENT FROM ENTERING THE WATER.
SANDBAGS (TYP.)
TOP OF BANK
L - T
-.01111111111
COFFER DAM SECTION VIEW
30 MIL HDPE LINER
TOE OF BANK
TOE OF BANK
30 MIL HDPE LINER
PLAN VIEW
z
0
0
1-
TOP OF BANK
30 MIL HDPE LINER
OHWMV
STREAM FLOW
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.
FILTER BAG
•
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GEOTEXTILE FABRIC
12-INCH DIA. FILTREXX®
COMPOST FILTER SOCK OR
ENGINEER APPROVED EQUIVALENT
PLAN VIEW
CLAMPS
HEAVY DUTY LIFTING STRAPS
(RECOMMENDED)
DISCHARGE HOSE
PUMP
CROSS SECTION VIEW
PUMP
INTAKE
HOSE
CLAMPS
GEOTEXTILE FABRIC
DISCHARGE HOSE
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 1/2THE 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 DIA. COMPOST FILTER SOCK ON THREE DOWNGRADIENT SIDES OF
FILTER BAG.
REF: DETAIL BASED ON PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION
(PA DEP) STANDARD DETAILS.
1'I
2016 AYRSLEY TOWN BLVD.,
SUITE 2-A
CHARLOTTE, NC 28273
[phone]
ENGINEERING FIRM
LICENSE NUMBER: F-0176
Dominion
Energy®
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DESCRIPTION
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DETAILS (2 OF 6)
EROSION & SEDIMENT CONTROL PLAN
M-201 EXPOSURE NEAR STONEWAY LANE
RUTHERFORD COUNTY, NORTH CAROLINA
PROJECT NUMBER
7335-20-075
•4-
7 COFFER DAM
9 SCALE: N.T.S.
g FILTER BAG
9 SCALE: N.T.S.
DRAWING NUMBER

TOP OF BANK
DRAWING PATH: T:\Energy\Projects\2020\7335-20-075_DENC M-201 Exposure Stoneway Lane\CAD\DWG\ESC\733520075_DETAILS.dwg
1111E 11E 1 El 1 E1.
111E 11E11 E11
COVER BENCH WITH COIR MATTING (DETAIL 11/10)
AND IMPLEMENT VEGETATIVE PRACTICES.
RIPARIAN SEED MIX
VARIES
II11��,
III-II�II��P�� 8 - 12 IN.
IIIIIIIEIIIEII�IIEI��1EIII1=iie1IbI
BOULDERS SHOULD BE A
MINIMUM OF 20-IN. X 24-IN. X 30-IN.
LINE WITH 10 OZ.
NON -WOVEN GEOTEXTILE
A -A'
APPROXIMATE EXISTING
GROUND SURFACE
PROPOSED GRADING
BOULDERS SHOULD BE A
MINIMUM OF 20-IN. X 24-IN. X 30-IN.
Im
8 - 12 I N .
1111I EI I�IE II I1=
11=11EIIi1EllElEllEIIIE EI±
6 IN. MIN.
LINE WITH 10 OZ.
NON -WOVEN GEOTEXTILE
B-B'
PROPOSED GRADING
2.5 -II
I.11 E111=
FILL WITH NATIVE SOILS MIXED
WITH ORGANIC TOP SOIL
(BACKFILL IN 9-IN. LOOSE LIFTS
COMPACTED TO 6-IN. LIFTS TO CREATE
A BANKFULL BENCH)
DRIVE PILOT
= EWE HOLE INTO
IIEIIIFIRM SOIL
2/3 OF TOTAL LENGTH
- IIIII
• 111-11 E11'
-11 �11
AASHTO M 43
NO. 2 AGGREGATE
AASHTO M 43
NO. 2 AGGREGATE
STREAM
FLOW
EDGE OF BANK
BOULDERS SHOULD BE A
MINIMUM OF 20-IN. X 24-IN. X 30-IN.
BACK FILL AND COMPACT
AREA TO CREATE A
BANKFULL BENCH.
NOTE:
1. LIVE STAKE PLANTING SHALL BE 3 ROWS SPACED 2-FT APART IN A DIAMOND PATTERN:
• ELDERBERRY;
• BUTTON BUSH; AND
• SILKY WILLOW.
2. LIVE STAKE PLANTING SHALL BE INSTALLED ALONG ALL STREAMBANKS WHERE NAG C700BN IS PLACED
AND/OR AS DIRECTED BY OWNERS ENVIRONMENTAL INSPECTOR.
TOE ROCK EXTENSION
SCALE: N.T.S.
INSTALL WITH BUDS
ORIENTED UP AND
PERPENDICULAR TO
MATTING
COIR MATTIN
(NAG C700BN)
ONCE INSTALLED, COMPACT
AROUND STAKES TO
PROMOTE SOIL CONTACT.
STAKES SHOULD NOT BE
LOOSE OR EASILY REMOVED.
SHAVE APPROX. 6-IN.
OF OUTER BARK OFF
PROPOSED
GRADING
3
IF NEEDED, CREATE A PILOT
HOLE SLIGHT LARGER THAN
THE LIVE STAKE.
L
2
3
ANGLE CUT 45
DEGREES
LIVE STAKE PROFILE VIEW
CREATE A FRESH CUT
ONCE INSTALLED.
L
LIVE STAKE NOTES:
1. FOR BEST RESULTS LIVE STAKES SHOULD BE CUT AND INSTALLED DURING THE DORMANT
GROWTH SEASON, NOVEMBER 1ST TO APRIL 30TH.
2. BARE ROOT SEEDLINGS MAY BE INSTALLED FROM MAY 1ST TO OCTOBER 31 ST, WITH PRIOR
APPROVAL FROM DENC. SPECIES TO BE IDENTIFIED IN REQUEST.
3. LIVE STAKES SHALL BE INSTALLED ON FINISHED STREAM BANKS. "FINISHED" GENERALLY
REFERS TO ALL OF THE FOLLOWING; GRADED, PREPARED (ROTO-TILLED, RAKED, AND,
SEEDED, MULCHED, AND COVERED WITH EROSION CONTROL MATTING.
4. LIVE STAKES SHOULD BE APPROXIMATELY 2 TO 4 FT IN LENGTH AND 0.5-IN. TO 2-IN. IN
DIAMETER.
5. LIVE STAKES SHALL BE FASHIONED FROM DORMANT CUTTINGS OF THE FOLLOWING SPECIES
OR APPROPRIATE NATIVE SUBSTITUTE BASED ON AVAILABILITY AND APPROVAL FROM DENC:
• BLACK WILLOW
• SILKY DOGWOOD
• SILKY WILLOW
• NINE BARK
• ELDERBERRY
• BUTTON BUSH
6. LIVE STAKE SHALL BE SPACED IN A DIAMOND PATTERN EVERY 2 FT.
7. INSTALL THREE DIFFERENT SPECIES OF LIVE STAKES IN ALTERNATING PATTERN AT EACH
STREAM BANK LOCATION.
8. LIVE STAKES SHALL NOT BE PLACED WITHIN THE DRIP LINE OF ANY EXISTING TREES AND/OR
SHRUBS THAT REMAIN ON THE BANKS.
110� LIVE STAKE
SCALE: N.T.S.
COI R MATTI N
(NAG C700BN)
LIVE STAKE SPACED
A DIAMOND PATTERN
EVERY 2 FT.
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2 FT.
LIVE STAKE PLAN VIEW
•
APPROXI MATE
BASE FLOW
WATER LEVEL
9. DETAILED HANDLING, PREPARATION, AND INSTALLATION GUIDELINES FOR LIVE STAKES
INCLUDES THE FOLLOWING:
• LIVE STAKES SHALL BE CUT/TRIMMED AND INSTALLED ON THE SAME DAY;
• ALL LATERAL BRANCHES SHALL BE CAREFULLY REMOVED FROM THE WOODY CUTTINGS
PRIOR TO INSTALLATION;
• TRIM LIVE STAKE BASE AT A 45 DEGREE ANGLE;
• SHAVE APPROXIMATELY 6-IN. OF OUTER BARK OFF TO EXPOSE CAMBIUM AT THE BASE
OF THE LIVE STAKE;
• LIVE STAKES SHALL BE DRIVEN INTO THE GROUND USING A "DEAD BLOW" PLASTIC
HAMMER, BY CREATING A PILOT HOLE AND SLIPPING THE STAKE INTO IT, OR WITH THE
USE OF A HYDRAULIC INJECTION SYSTEM. SOIL SHALL BE FIRMLY PACKED AROUND THE
HOLE AFTER INSTALLATION;
• LIVE STAKES SHALL BE TAMPED IN AT A RIGHT ANGLE TO THE GROUND WITH BETWEEN
70%- 80% OF THE STAKE INSTALLED BELOW THE GROUND SURFACE;
• BETWEEN 20%-30% AND TWO BUDS (OR PRUNED, LATERAL BRANCH LOCATIONS) ON
THE LIVE STAKE SHALL BE ABOVE THE GROUND SURFACE; AND
• SPLIT OR OTHERWISE DAMAGED LIVE STAKES SHALL NOT BE USED.
10. DO NOT ALLOW LIVE STAKES TO DRY OUT.
11. IRRIGATE DURING SUMMER AND FALL DURING THE FIRST YEAR FOLLOWING PLANTING, AND
AS NEEDED DURING LONG DRY SPELLS.
2 TO 5-IN.
•
-III=
III,IIIIII-1r
SIDE OVERLAP SEAM
(SEE NOTE 4)
TEMPORARY MATTING
SLOPES = SC150BN
(SEE NOTE 7)
SOIL PREPARATION
(SEE NOTE 1)
EXTEND MATTING
MINIMUM OF 3-FT. FROM
TOE OF SLOPE
4:1 SLOPES
0.7 STAPLES PER SQ.YD.
ISOMETRIC VIEW
2 TO 5-IN. 2 TO 5-IN.
1 I I
6-FT.
3-FT.
0 O
0
1.6-FT.
3.3-FT.
0 0
3:1 SLOPES
1.15 STAPLES PER SQ.YD.
START ANCHOR TRENCH
(SEE NOTE 2)
TOP OF SLOPE
END OVERLAP SEAM
(SEE NOTE 5)
2 TO 5-IN.
4-FT.l
L
O
0
3-IN.
0 01
2:1 SLOPES
1.7 STAPLES PER SQ.YD.
1.6-FT.
3.3- FT.
STAPLE PATTERNS
2 TO 5-IN. 2 TO 5-IN.
I O O O
2-FT.
4-FT.01 OTO 0 0 1.6-FT.
O O O OO
3.3-FT.
O 0000
O 0 0 0 0
10 0 01
1:1 SLOPES
3.4 STAPLES PER SQ.YD.
TEMPORARY SLOPE 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 SLOPE BY ANCHORING THE RECPS IN A
6-IN. DEEP X 6-IN. WIDE TRENCH WITH APPROXIMATELY 12-IN. OF
RECPS EXTENDED BEYOND THE UP -SLOPE PORTION OF THE
TRENCH. 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 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.
6. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE
LENGTHS GREATER THAN 6-IN. MAY BE NECESSARY TO PROPERLY
SECURE THE RECP'S.
7. TEMPORARY MATTING SHALL BE NORTH AMERICAN GREEN
BIONET SC150BN OR ENGINEER APPROVED EQUIVALENT.
TEMPORARY SLOPE 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.
REF: DETAIL BASED ON NCDEQ EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, CHAPTERS 6 AND 8 REVISED, MAY
2013
2 TO 5-I N. 2 TO 5-IN.
2-FT.
4-FT.0 0 0 0 0
�0 O TO O 0
00000
0 0 0 0 0
10 0 01
MEDIUM FLOW CHANNEL
3.4 STAPLES PER SQ.YD.
1.6-FT.
3.3- FT.
0.8-FT.
1 0 0 1
HIGH FLOW CHANNEL
3.75 STAPLES PER SQ.YD.
2 TO 5-I . 2 TO 5-IN.
P2 FOT. 01 I 0.8-FT.
4-FT. 0 0 0 0 10
�OO TO O 0
0 0 0 0 10
STAPLE PATTERNS
3.3-FT.
Ob 0 0 CO
1. MATTING SHALL BE APPLIED TO THE BANKS OF THE STREAM WHERE INDICATED ON THE PLAN SHEET. MATTING FOR THE STREAM BANKS SHALL BE NORTH AMERICAN GREEN
(NAG) C700BN (COIR) OR ENGINEER APPROVED EQUIVALENT.
2. PREPARE SOIL BEFORE INSTALLING RECPS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, SEED. THE SURFACE OF THE SOIL SHOULD BE SMOOTH AND FREE OF
ROCKS, ROOTS, AND OTHER OBSTRUCTIONS TO PREVENT BRIDGING OF THE RECP.
3. BEGIN AT THE TOP OF THE BANK BY ANCHORING THE RECP IN A 6-IN. DEEP X 6-IN. WIDE TRENCH WITH APPROXIMATELY 12-IN. OF RECP EXTENDED BEYOND THE UP -SLOPE
PORTION OF THE TRENCH. ANCHOR THE RECP 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 COMPACTED SOIL AND FOLD REMAINING 12-IN. PORTION OF RECP OVER SEED AND COMPACTED SOIL. SECURE RECP OVER
COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12-IN. APART ACROSS THE WIDTH OF THE RECP.
4. ROLL THE RECP (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE BANK. ALL RECPS MUST BE SECURELY FASTENED TO THE SOIL SURFACE BY PLACING STAPLES/STAKES IN
APPROPRIATE LOCATIONS AS RECOMMENDED BY THE MANUFACTURER.
5. THE EDGES OF ALL HORIZONTAL AND VERTICAL SEAMS MUST BE STAPLED/STAKED WITH APPROXIMATELY 8-IN. OVERLAP. SEAM OVERLAP SHOULD BE SHINGLED ACCORDING
TO THE PREDOMINANT EROSIVE ACTION.
6. SEE DETAIL 11/10 FOR INSTALLATION OF DOWNGRADIENT EDGE OF MATTING THE EDGE OF THE RECP MUST BE ANCHORED BY PLACING STAPLES/STAKES IN A 6-IN. DEEP X 6-IN.
WIDE ANCHOR TRENCH. ANCHOR RECP WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12-IN. APART IN THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER
STAPLING.
7. USE WIRE STAPLES OF GAUGE 11 OR LOWER AND A MINIMUM LENGTH OF 8-IN. IF WOODEN STAKES ARE USED, THE MINIMUM LENGTH IS 12-IN. ANCHORS SHOULD BE LONG
ENOUGH TO PROVIDE A STRONG BOND BETWEEN THE RECP AND THE SOIL SURFACE.
8. IN LOOSE SOIL CONDITIONS, THE USE OF LONGER STAPLE OR STAKE LENGTHS MAY BE NECESSARY TO PROPERLY SECURE THE RECP. SOURCE: NORTH AMERICAN GREEN AND
ROLANKA
9. MATTING SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT OF 1.0 INCH OR GREATER WITHIN A 24 HOUR PERIOD.
2016 AYRSLEY TOWN BLVD.,
SUITE 2-A
CHARLOTTE, NC 28273
[phone]
ENGINEERING FIRM
LICENSE NUMBER: F-0176
Dominion
Energy®
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REVISED FOR LOW-WATER CROSSING
ISSUED FOR PERMITTING & APPROVAL
DESCRIPTION
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DETAILS (3 OF 6)
EROSION & SEDIMENT CONTROL PLAN
M-201 EXPOSURE NEAR STONEWAY LANE
RUTHERFORD COUNTY, NORTH CAROLINA
PROJECT NUMBER
7335-20-075
111SLOPE MATTING
�100 SCALE: N.T.S.
COIR MATTING
SCALE: N.T.S.
DRAWING NUMBER

WOVEN GEOTEXTILE (TYP.)-
COMPOST FILTER SOCK
(12-IN. DIA.)
DECK WIDTH VARIES
BASED ON EQUIPMENT WIDTH
DRAWING PATH: T:\Energy\Projects\2020\7335-20-075_DENC M-201 Exposure Stoneway Lane\CAD\DWG\ESC\733520075_DETAILS.dwg
1 LAYER OF WOVEN
GEOTEXTILE (SEE NOTE 8)
COMPOST FILTER SOCK 2
(12-IN. DIA.)
UNDISTURBED STREAM BANK
ORDINARY HIGH WATER MARK (OHWM)J
SEE NOTE 5
TIMBER MATS
(SEE NOTE 3)
(TYP.)
BRIDGE SECTION VIEW
m I
O u_
O 0
a
0 i0
A
TIMBER MATS
(SEE NOTE 3)
(TYP.)
2 LAYERS OF
12-OZ. NON -WOVEN
GEOTEXTILE
(SEE NOTE 7)
(TYP.)
2 COMPOST FILTER SOCK
8 (12-IN. DIA)
WOVEN GEOTEXTILE (TYP.)
A'
PLAN VIEW
INSTALL STABLE
APPROACH
RAMP/TIMBER MAT
(IF NECESSARY)
1 LAYER OF WOVEN GEOTEXTILE
(SEE NOTE 8)
(TYP.)
2 LAYERS OF-'
12-OZ. NON -WOVEN GEOTEXTILE SEE NOTE 5
(SEE NOTE 7)
(TYP.)
TIMBER MATS
(SEE NOTE 3)
(TYP.)
V
CROSS-SECTION A -A
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.
7. INSTALL TWO (2) LAYERS OF 12-OZ. NON -WOVEN GEOTEXTILE.
8. USE ONE (1) SACRIFICIAL LAYER OF WOVEN GEOTEXTILE ON THE BRIDGE
"RUNNERS" TO PROTECT THE NON -WOVEN GEOTEXTILE DURING THE
TEMPORARY BRIDGE INSTALLATION.
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.
3. CLEAR EXCESSIVE SEDIMENT DEPOSITED ON BRIDGE AS NECESSARY.
TEMPORARY BRIDGE (IF NECESSARY)
SCALE: N.T.S.
PLACE 12-IN. COIR ROLL SUCH THAT
THE ROLL EXTENDS 2-IN. (50 MM)
ABOVE MEAN WATER ELEVATION
VARIES
0
2-IN.
ANGLE STAKE IN FRONT
OF COIR LOG
i\//��//��%��%i%�/�\jam
Obi
BACKFILL BEHIND COIR LOG
WITH NATIVE SOILS MIXED
WITH ORGANIC TOP SOIL
EXCAVATE SMALL
TRENCH FOR COIR LOG
COIR LOG PLACEMENT WITH BANK SUPPORT PROFILE VIEW
VARIES
COIR LOG NOTES
1. COIR LOGS SHALL BE COMPOSED OF DENSELY PACKED 100%
THAT ARE PACED INSIDE ATUBULAR COIR TWINE NETTING.
2. OAK OR OTHER DURABLE HARDWOOD STAKES 2-IN. BY 2-IN.
STAKES SHOULD BE DRIVEN TO A MINIMUM DEPTH OF 12-IN
PROTRUDING ABOVE THE COIR LOG.
3. CONTRACTOR SHALL DETERMINE THE COIR LOG PLACEMENT
BASED ON INDIVIDUAL SITE -CONDITIONS.
4. CONTRACTOR SHALL DETERMINE THE NUMBER OF WOODEN
LOG BASED ON SOIL TYPE AND WATER FLOW.
NATURAL ORGANIC COIR FIBERS
IN CROSS SECTION SHALL BE USED.
., WITH A MINIMUM OF 3-IN.
WITH OR WITHOUT BANK SUPPORT
STAKE ANCHORS ALONG THE COIR
COIR LOG MAINTENANCE
1. INSPECT AT LEAST ONCE EVERY CALENDAR WEEK AND WITHIN 24 HOURS OF THE END OF A STORM
EVENT OF 1.0-IN. OR GREATER.
ANGLE STAKE IN FRONT
OF COIR LOG
COIR LOG
SCALE: N.T.S.
- PLACE 12-IN. COIR ROLL SUCH THAT THE ROLL EXTENDS 2-IN. (50 MM)
ABOVE MEAN WATER ELEVATION
2-IN.
NeWkW
IP*
i I
/j
\///e%\
EXCAVATE SMALL
TRENCH FOR
COIR LOG
COIR LOG PLACEMENT WITHOUT BANK SUPPORT PROFILE VIEW
\//\/
//\//\\//\\/
/\ ANGLE STAKE BEHIND COIR LOG
DISTANCE = HEIGHT
(SEE NOTE 1)
6-IN.
(SEE NOTE 6)
RAIN GAUGE
(SEE NOTE 5)
5-FT.
(SEE NOTE 2)
POST
(SEE NOTES 7 & 8)
EXISTING GROUND
SURFACE
NW -
OBSTACLE
(SEE NOTE 13)
//-
HEIGHT
(SEE NOTE 1)
I r
I I I
\;�\' \/;\;\\\\\\!\\\'\\\\/\\\/\\ r \
RAIN GAUGE INSTALLATION IN DEVELOPED AREAS
RAIN GAUGE NOTES:
1. IN DEVELOPED AREAS INSTALL THE RAIN GAUGE AT A DISTANCE EQUAL TO THE
HEIGHT OF ADJACENT OBSTACLES.
2. IN DEVELOPED AREAS INSTALL THE RAIN GAUGE TOP APPROXIMATELY 5-FT.
ABOVE THE EXISTING ADJACENT GROUND SURFACE. THIS WILL IMPROVE GAUGE
CATCH BY REDUCING THE IMPACT OF NEARBY OBSTACLES.
3. IN OPEN AREAS INSTALL THE RAIN GAUGE AT A DISTANCE TWICE THE HEIGHT OF
ADJACENT OBSTACLES.
4. IN OPEN AREAS INSTALL THE RAIN GAUGE TOP APPROXIMATELY 2-FT. ABOVE THE
EXISTING ADJACENT GROUND SURFACE. THIS WILL IMPROVE GAUGE CATCH BY
REDUCING THE WIND SPEED EXPOSURE.
5. INSTALL RAIN GAUGE LEVEL.
6. INSTALL RAIN GAUGE A MINIMUM OF 6-IN. FROM TOP OF POST.
DISTANCE = 2 X HEIGHT
(SEE NOTE 3)
6-IN.
(SEE NOTE 6)
RAIN GAUGE
(SEE NOTE 5)
2-FT.
(SEE NOTE 4)
EXISTING GROUND
SURFACE
POST
(SEE NOTES 7 & 8)
HEIGHT
(SEE NOTE 3)
r\
r\
i\
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RAIN GAUGE INSTALLATION IN OPEN AREAS
RAIN GAUGE NOTES (continued):
7. BEVEL THE TOP OF THE POST TO REDUCE RAIN SPLASHING INTO THE GAUGE.
8. USE 4-IN. BY 4-IN. WOOD POST OR OTHER STURDY MOUNTING POST THAT WILL
NOT SWAY IN WIND.
9. WHEN MAKING OBSERVATIONS READ FROM THE BOTTOM OF THE MENISCUS.
10. THE MOST COMMON OBSERVATION WILL BE ZERO. RECORD ALL ZEROS ON
RAINFALL DATA LOGS.
11. WHEN ONLY A DROP OR TWO WET THE GAUGE RECORD A "T" FOR TRACE.
12. OBSTACLES INCLUDE NATURAL OR MANMADE STRUCTURES THAT IMPEDE RAIN
FROM ENTERING THE RAIN GAUGE. THESE INCLUDE BUT ARE NOT LIMITED TO
TREES, STOCKPILES, STORED MATERIALS, PROJECT TRAILERS, PORTABLE
RESTROOMS, PROJECT JOB BOX, PARKED VEHICLES OR EQUIPMENT, AND
BUILDINGS.
OBSTACLE
(SEE NOTE 13)
SPLIT TEE-1
FLOW
b
TOR-1
0
EXISTING MAINLINE c
PIPE TIE-IN A
MIN. 177-FT.
Itcal a o D EXISTING MAINLINE 8 Q o o a FLOW
(SEE NOTE 2)
PIPE TIE-IN PLAN VIEW
PIPE TIE-IN NOTES
1. CALLOUTS REFERENCE THE BILL OF MATERIALS NUMBER FOUND IN THE FIRST
COLUMN ON THE BILL OF MATERIALS TABLE FOUND ON SHEET 5 - NOTES.
2. EXISTING MAINLINE TO BE REMOVED DURING CONSTRUCTION.
3. WELD END CAPS TO BE WELDED ON TO EXISTING MAINLINE CUT ENDS THAT
ARE NOT BEING REMOVED DURING CONSTRUCTION.
b EXISTING MAINLINE
b
TOR-4 TOR-5
FOR ZEVAC
PIPE TIE-IN B
MIN. 177-FT.
SPLIT TEE-2
EXISTING MAINLINE
FLOW
M1 = 1
PROPOSED LINE
PIPE TIE-IN PROFILE VIEW
a
3'
PIPE WEIGHTS REQUIRED FOR BUOYANCY CONTROL
1. PIPE WEIGHTS ARE TO WEIGH 400 LBS AND ARE TO BE SPACED EVERY 25 FEET
STARTING ADJACENT TO FIRST ELBOW ON LOWERED SECTION OF PIPE.
2. PIPE WEIGHTS ARE TO BE CONCRETE OR SADDLEBAG STYLE WEIGHTS.
3. PIPE WEIGHTS AND INSTALLATION ARE TO CONFORM TO ALL DENC
REQUI REM ENTS.
FLOW
1'I
2016 AYRSLEY TOWN BLVD.,
SUITE 2-A
CHARLOTTE, NC 28273
[phone]
ENGINEERING FIRM
LICENSE NUMBER: F-0176
Dominion
Energy®
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DETAILS (4 OF 6)
EROSION & SEDIMENT CONTROL PLAN
M-201 EXPOSURE NEAR STONEWAY LANE
RUTHERFORD COUNTY, NORTH CAROLINA
PROJECT NUMBER
7335-20-075
DRAWING NUMBER
13. THE ENVIRONMENTAL INSPECTOR OR OWNER'S REPRESENTATIVE TO DETERMINE
RAIN GAUGE LOCATION OF RAIN GAUGE IN THE FIELD.
SCALE: N.T.S.
16g PIPE TIE-IN
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DRAWING PATH: T:\Energy\Projects\2020\7335-20-075_DENC M-201 Exposure Stoneway Lane\CAD\DWG\ESC\733520075_DETAILS.dwg
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(SEE NOTE 1)
LOD
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OD
IOD
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SEDIMENT TUBE J-HOOK OUTLET - PLAN VIEW
IOD
OD
IOD
IOD
FLOW
IOD
FLOW
69
SEDIMENT TUBE
(SEE NOTE 1)
FLOW
SILT FENCE J-HOOK OUTLET - PLAN VIEW
FLOW
SILT FENCE J-HOOK
SCALE: N.T.S.
FLOW
J-HOOK OUTLET NOTES
1. USE FILTREXX® SILTSOXXTM ORIGINAL OR ENGINEER APPROVED
EQUIVALENT. REFER TO PLAN VIEWS FOR COMPOST FILTER SOCK
DIAMETER.
2. INSTALL J-HOOKS AS SHOWN ON THE PLANS OR AS DIRECTED BY
THE OWNER'S INSPECTOR OR DESIGNATED REPRESENTATIVE AS
NEEDED BASED UPON FIELD CONDITIONS.
3. LENGTH OF J-HOOK SHALL BE A MINIMUM OF 6 FEET.
4. SPACING, ANGLE RELATIVE TO LOD, AND ADDITIONAL LENGTH
OF J-HOOK ARE AS DIRECTED BY THE OWNER'S INSPECTOR OR
DESIGNATED REPRESENTATIVE AS NEEDED BASED UPON FIELD
CONDITIONS.
5. J-HOOKS MAY BE USED IN COMBINATION WITH OTHER E&SC
MEASURES.
6. USE OF SEDIMENT PIT OR SUMPS MUST BE APPROVED BY
ENGINEER, ENVIRONMENTAL INSPECTOR, AND OWNERS
DESIGNATED REPRESENTATIVE AS NEEDED BASED UPON FIELD
CONDITIONS.
7. CONFIGURATION OF SEDIMENT TUBE AND SILT FENCE MAY BE
MODIFIED FOR OUTLETS ON THE TRENCH SIDE OR AS NEEDED
BASED UPON FIELD CONDITIONS, AS DIRECTED ENVIRONMENTAL
INSPECTOR OR DESIGNATED OWNERS REPRESENTATIVE.
J-HOOK OUTLETS MAINTENANCE NOTES
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. SHOULD THE FABRIC OF A SILT FENCE COLLAPSE, TEAR,
DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
4. THE MAXIMUM ALLOWABLE ACCUMULATED SEDIMENT IS HALF
THE HEIGHT OF THE FABRIC. HOWEVER ACCUMULATED
SEDIMENT SHOULD BE REMOVED MORE FREQUENTLY.
5. REMOVE ACCUMULATED SEDIMENT 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.
20-FT. MIN.
r LOD
LOD
12-IN. COIR LOG GATE
(CLOSED)
18
18
LOD
LOD
18
18
LOD
18-IN. COMPOST
FILTER SOCK
18
LOD
18
18
18
LOD
0
LOD
12-IN. COMPOST
FILTER SOCK (SIDEBOARD)
18
18
LOD
TEMPORARY BRIDGE
(REFER TO DETAIL)
18
50-FT. (NOTES 2 & 3)
LOD
18
TEMPORARY BRIDGE
(REFER TO DETAIL)
I,OD-
2
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LOD
PLAN VIEW
18
L18 18 18
18-IN. COMPOST
FILTER SOCK
TOP SOIL
CROSS-SECTION A -A'
V
STREAMBED SUBSTRATE
CROSS-SECTION B-B'
LOD
TOP SOIL
18-IN. COMPOST
FILTER SOCK
18
LOD
ORDINARY HIGH
WATER MARK (OHWM)
LOD
18
187 18
TRAVEL LANE
(NOTE 3)
LOD
18
LOD
18
7
TEMPORARY WORKSPACE
(REFER TO PLAN VIEWS)
PERMANENT EASEMENT
(REFER TO PLAN VIEWS)
LOD
/ 18 STREAM CROSSING - PRE CONSTRUCTION
2 SCALE: N.T.S.
GENERAL NOTES
1. REFER TO AUTHORIZED PERMITS FOR ADDITIONAL LOCAL, STATE, AND
FEDERAL BMP REQUIREMENTS. MECHANICAL EQUIPMENT SHALL NOT
OPERATE WITHIN STREAMS OR TRAVERSE STREAMS.
2. RESTRICT THE REMOVAL OF VEGETATION TO THE LIMITS OF
DISTURBANCE. ONLY HAND CLEARING IS ALLOWED ON STREAMBANKS
AND WITHIN 10-FT. OF TOP OF BANK, EXCEPT WITHIN THE TRENCHLINE
OR FOR SAFETY PURPOSE.
3. NO GRUBBING OR BELOW -GROUND VEGETATION REMOVAL SHALL
OCCUR WITHIN 50-FT. OF TOP OF BANK. GRUBBING IS ALLOWED FOR
TRAVEL LANE, TRENCHLINE, TEMPORARY BRIDGE INSTALLATION, AND/OR
SAFETY CONSIDERATIONS.
4. INSTALL 18-IN. COMPOST FILTER SOCK A MINIMUM OF 50-FT. ON BOTH
SIDES OF THE LIMITS OF DISTURBANCE AND ALONG THE STREAMBANK
OR AS SHOWN ON PLANS.
5. SWPPP MEASURES SHALL REMAIN IN PLACE UNTIL PIPELINE
CONSTRUCTION ACTIVITIES ASSOCIATED WITH THE STREAM CROSSING
OCCUR.
MAINTENANCE NOTES
1. INSPECT AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN
24 HOURS AFTER EACH RAINFALL EVENT THAT PRODUCES 1.0-IN. OR
MORE OF PRECIPITATION.
2. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN.
3. TEMPORARY BRIDGE WILL BE MAINTAINED IN A CONDITION THAT WILL
PREVENT SEDIMENT FROM ENTERING THE WATER.
20-FT. MIN.
LOD
■
LOD
LOD
TOP OF BANK
LOD + LOD
18 18 18 18 1$+++++ 18
COIR BLANKET
(NAG C700BN)
TRENCH BREAKER
+ + + + +
++++++ + + + + + +
++++++++ + ++++
+ + +
L++ + ?+
18
LOD
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LOD LOD
RIPARIAN SEEDING AREA
+0g
RIPARIAN SEEDING AREA
18-IN. COMPOST
FILTER SOCK
INSTALLED NATURAL
GAS PIPELINE
COIR BLANKET
(NAG C700BN)
18
LOD
12-IN. COIR LOG
TOE PROTECTION
18
INSTALLED NATURAL
GAS PIPELINE
18
LOD
OD
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LOD CLOD
m T£+,++++18+' 18
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COIR BLANKET (NAG C700BN)
(STREAM BANK + 10-FT.)
18
SILT FENCE
18
LOD
LOD
18
18
0
7
TEMPORARY WORKSPACE
(REFER TO PLAN VIEWS)
PERMANENT EASEMENT
(REFER TO PLAN VIEWS)
APPROXIMATE RESTORED
GROUND SURFACE
FSILT FENCE
RESTORED STREAMBED SUBSTRATE
5-FT. MIN.
TRENCH BOTTOM OF
BREAKER TRENCHLINE
ORDINARY HIGH
WATER MARK (OHWM)
SUBGRADE BACKFILL
COVER DEPTH 12-IN. COIR LOG
TOE PROTECTION
CROSS-SECTION A -A'
GENERAL NOTES
1. REFER TO AUTHORIZED PERMITS FOR ADDITIONAL LOCAL, STATE,
AND FEDERAL REQUIREMENTS. MECHANICAL EQUIPMENT SHALL
NOT OPERATE WITHIN STREAMS OR TRAVERSE STREAMS.
2. FOLLOWING CONSTRUCTION, STREAMBED SUBSTRATE AND
STREAMBANKS SHALL BE RESTORED TO ORIGINAL CONTOURS,
TO THE FULLEST EXTENT PRACTICAL.
3. DISTURBED STREAMBANKS AND RIPARIAN AREAS SHALL BE
STABILIZED WITH RIPARIAN SEED MIX (SEE RIPARIAN SEED
SPECIFICATIONS).
4. RIPARIAN SEED MIX APPLICATION SHALL START APPROXIMATELY
50-FT. FROM THE TOP OF BANK AND EXTEND DOWN THE
STREAMBANK TO THE ORDINARY HIGH WATER MARK.
5. COIR BLANKET SHALL BE NORTH AMERICAN GREEN BIONET
C700BN OR ENGINEER APPROVED EQUIVALENT.
6. COIR BLANKET SHALL BE INSTALLED STARTING APPROXIMATELY
10-FT. FROM THE TOP OF BANK AND EXTEND DOWN THE
STREAMBANK TO WHERE THE TOE OF BANK MEETS THE
STREAMBED. DO NOT INSTALL BLANKET IN STREAMBED.
7. ADDITIONAL SITE -SPECIFIC STREAMBANK STABILIZATION
MEASURES (COIR LOG TOE PROTECTION, BOULDER TOE
PROTECTION, GEO-LIFTS, AND LIVE STAKES) MAY BE NECESSARY.
OWNER'S DESIGNATED ENVIRONMENTAL REPRESENTATIVE TO
ASSIST IN DETERMINATION OF APPROPRIATE ADDITIONAL
SITE -SPECIFIC STREAMBANK STABILIZATION MEASURES.
8. REINSTALL SWPPP MEASURES PREVIOUSLY REMOVED FOR
PIPELINE CONSTRUCTION WITHIN THE STREAM. ADDITIONAL
SITE -SPECIFIC SWPPP MEASURES MAY BE NECESSARY IN ORDER
TO PROTECT AFFECTED STREAMS AND PREVENT VIOLATIONS OF
WATER QUALITY STANDARDS. OWNER'S DESIGNATED
ENVIRONMENTAL REPRESENTATIVE TO ASSIST IN
DETERMINATION OF APPROPRIATE ADDITIONAL SWPPP
MEASURES.
MAINTENANCE NOTES
1. INSPECT AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND
WITHIN 24 HOURS AFTER EACH RAINFALL EVENT THAT
PRODUCES 1.0-IN. OR MORE OF PRECIPITATION.
2. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. DISTURBED
AREA WILL BE MAINTAINED IN A CONDITION THAT WILL
PREVENT SEDIMENT FROM ENTERING THE WATER.
WATTLE
(NOTE 1)
2-FT. (MAX.)
SPACING
WOODEN STAKE
(NOTE 6)
CROSS SECTION VIEW -
VEE - DITCH
WATTL E
(NOTE 1)
FLOW
WATTLE
(NOTE 1)
DOWN -SLOPE STAKE
(NOTES 7 & 8)
PLAN VIEW - VEE - DITCH
ROADSIDE
SWALE/DITCH
SLOPE
ISOMETRIC VIEW
APPROXIMATE EXISTING
GROUND SURFACE
UP -SLOPE STAKE
(NOTES 7 & 8)
WOODEN STAKE
(NOTE 6)
CROSS SECTION VIEW -
TRAPEZOIDAL - DITCH
2-IN. MIN.
DOWN -SLOPE STAKE
(NOTES 7 & 8)
UP -SLOPE STAKE
(NOTES 7 & 8)
WATTLE
(NOTE 1)
PLAN VIEW - TRAPEZOIDAL - DITCH
WOODEN STAKE
(NOTE 6)
WATTLE
(NOTE 1)
SECTION A -A'
GENERAL NOTES
1. USE EXCELSIOR WATTLE OR ENGINEER APPROVED ALTERNATIVE.
2. INSTALL WATTLES IN ROADSIDE SWALES/DITCHES AS INDICATED ON THE PLAN VIEW DRAWINGS.
3. WATTLES SHOULD BE INSTALLED ACCORDANCE WITH WATTLE SPACING TABLE, OR ADJUSTED BASED
ON CONDITIONS IN THE FIELD. ADDITIONAL WATTLES MAY BE INSTALLED AS DIRECTED BY THE
OWNER'S DESIGNATED ENVIRONMENTAL REPRESENTATIVE.
4. WATTLE SHOULD BE A MINIMUM 12-IN. DIAMETER. REFER TO PLAN VIEW DRAWINGS FOR ACTUAL
DIAMETER.
5. INSTALL WATTLE(S) TO A HEIGHT IN ROADSIDE SWALES/DITCHES SO FLOW WILL NOT WASH AROUND
WATTLE AND SCOUR ROADSIDE SWALE/DITCH SLOPES.
6. USE OAK OR OTHER DURABLE HARDWOOD STAKES 2-FT. IN LENGTH WITH A 2-IN. BY 2-IN. NOMINAL
CROSS SECTION.
7. INSTALL A MINIMUM OF TWO (2) UPSLOPE STAKES AND FOUR (4) DOWNSLOPE STAKES (2-FT.
SPACING) AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF ROADSIDE SWALES/DITCHES.
8. STAKES SHOULD PENETRATE THE OUTER WATTLE NETTING, BUT SHOULD NOT PENETRATE THE
INTERIOR OF THE WATTLE.
9. FOR TRAPEZOIDAL ROADSIDE SWALES/DITCHES, INSTALL WATTLES ALONG A SINGLE CONTOUR LINE
IN BASE OF ROADSIDE SWALES/DITCHES.
10. FOLLOW MANUFACTURERS SPECIFICATIONS IF THERE IS A DISCREPANCY IN NOTES OR IF ENGINEER
APPROVED ALTERNATIVE IS USED.
11. IF ROADSIDE SWALES/DITCHES ARE WITHIN THE LIMITS OF DISTURBANCE, THE FOLLOWING WATTLE
SPACING WILL BE OBSERVED:
WATTLE SPACING TABLE
SLOPE SPACING DISTANCE
(%) (FT. O.C.)
2
3
4
5
100
50
33
25
20
12. FOR ROADSIDE SWALES/DITCHES SLOPES GREATER THAN 10 PERCENT, WATTLES ARE NOT
RECOMMENDED, AND COMPOST FILTER SOCKS SHOULD BE USED AT THE SAME SPACING IN TABLE.
MAINTENANCE NOTES
1. INSPECT AT LEAST ONCE PER SEVEN (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. THE MAXIMUM ALLOWABLE ACCUMULATED SEDIMENT IS 1/3 THE HEIGHT OF THE WATTLE.
HOWEVER, ACCUMULATED SEDIMENT SHOULD BE REMOVED MORE FREQUENTLY.
4. REMOVE ACCUMULATED SEDIMENT TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN.
TAKE CARE TO AVOID UNDERMINING THE WATTLE DURING CLEANOUT.
5. THE WATTLE MUST BE REPLACED IF CLOGGED OR TORN.
6. IF PONDING BECOMES EXCESSIVE, THE WATTLE MAY NEED TO BE REPLACED WITH ONE OF A LARGER
DIAMETER OR A DIFFERENT MEASURE.
7. THE WATTLE NEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED.
8. THE WATTLE SHALL BE MAINTAINED UNTIL DISTURBED AREA ABOVE THE DEVICE HAS BEEN
PERMANENTLY STABILIZED AND CONSTRUCTION ACTIVITY HAS CEASED.
1'I
2016 AYRSLEY TOWN BLVD.,
SUITE 2-A
CHARLOTTE, NC 28273
[phone]
ENGINEERING FIRM
LICENSE NUMBER: F-0176
Dominion
Energy®
u
u
a
2
J
0
U
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W
W
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REVISED FOR LOW-WATER CROSSING
ISSUED FOR PERMITTING & APPROVAL
DESCRIPTION
N
N
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CO
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DETAILS (5 OF
EROSION & SEDIMENT CONTROL PLAN
M-201 EXPOSURE NEAR STONEWAY LANE
RUTHERFORD COUNTY, NORTH CAROLINA
PROJECT NUMBER
7335-20-075
19 STREAM CROSSING - POST CONSTRUCTION
2y SCALE: N.T.S.
WATTLE
SCALE: N.T.S.
DRAWING NUMBER
12

cL
DRAWING PATH: T:\Energy\Projects\2020\7335-20-075_DENC M-201 Exposure Stoneway Lane\CAD\DWG\ESC\733520075_DETAILS.dwg
ESTIMATED ZONE OF GR
TO EXISTING GROUND
EXISTING CHANNEL
GROUND SURFACE
TIE • THE EXSTING
GROUND ELEVATION
AT A MAX 5H:1V SLOPE.
LOD
,DING TO
SURFACE
CHIT
FLOW t
I
ri
i
LOW-WATER CROSSING - PLAN VIEW
CHANNEL WIDTH + 15-FT.
SPACE
FILL REMAINING
WITH 1 4-IN. TO
COARSE•
NON WOVEN
GEOTEXTILE
LOW-WATER CROSSING - PROFILE VIEW A -A'
•E
•D
GEOCELL STRUCTURE
A'
PROPOSED SLOPE
BANK AT 5H:1V TO THE
BANKFULL ELEVATION
FILL CELLS WITH 1 Y2-IN. TO 4-IN.
DIA. CRUSHED ROCK
LOW-WATER CROSSING
REMAINING
FILL SPACE
COARSE AGGREGATE COVER
CHANNEL
FLOW
FILL CELLS WITH 1 1/2-IN. TO 4-IN.
DIA. CRUSHED ROCK
LOW-WATER CROSSING PROFILE VIEW B-B'
LOW-WATER CROSSINGNOTES
1. DEWATER THE SITE TO FACILITATE CONSTRUCTION AND MINIMIZE SITE
SEDIMENT PRODUCTION.
CROSSING.2. EXCAVATE THE STREAMBED TO THE DEPTH OF THE GEOCELLS AND
AGGREGATE COVER. PREPARE STREAMBED BY REMOVING BOULDERS,
FILLING VOIDS WITH GRAVEL, LEVELING, AND COMPACTING THE BASE OF
THE
3. PLACE THE GEOTEXTILE LAYER ON THE BASE. EXPAND THE GEOCELLS IN
PLACE ACROSS THE AREA ON TOP OF THE GEOTEXTILE, AND STAKE DOWN
TO 4-INCH DIA. MINUS GRAVEL OR SMALLER CRUSHED ROCK BY DUMPING
THE MATERIAL DIRECTLY INTO THE EXPANDED CELLS. FILL THE REMAINING
GEOCELLS WITH RELATIVELY COARSE AGGREGATE (1 TO 2-IN. DIA.) (A
THICKER LAYER OF AGGREGATE CAN BE USED IF MORE STRUCTURAL
SUPPORT IS NEEDED).
4. MATERIALS SHOULD BE WELL -GRADED, ANGULAR, AND RELATIVELY FREE
OF FINES TO MINIMIZE SEDIMENT. THE TOP OF THE CELLS, PLUS SOME
COVER ROCK, SHOULD BE AT THE LEVEL OF THE NATURAL CHANNEL
5. EDGES OF THE STRUCTURE CANOVEREXCAVATED AND BENT DOWN
(KEYED) INTO THE BANKS AND BOTTOM, ROUGHLY TWICE THE CELL DEPTH.
THE EDGES CAN ALSO BE ANCHORED AND PROTECTED BY PLACING RIPRAP
ON THE BACKFILLED CELLS ALONG THE BANK OR ALONG THE
DOWNSTREAM EDGE OF
rrr• •ACREATE A FIRM FOUNDATION.
USDA, FOREST SERVICE, LOW-WATER CROSSINGS: GEOMORPHIC, BIOLOGICAL,
AND ENGINEERING DESIGN CONSIDERATIONS.
1
11::
1 • AYRSLEY TOWN:
CHARLOTTE,SUITE 2-A
ENGINEERING FIRM
LICENSE NUMBER: F-0176
Dominion
Energy®
a.
cc
REVISED FOR LOW-WATER CROSSING
ISSUED FOR PERMITTING & APPROVAL
DESCRIPTION
CO
Ci
DETAILS (6 OF 6)
EROSION & SEDIMENT CONTROL PLAN
M-201 EXPOSURE NEAR STONEWAY LANE
RUTHERFORD COUNTY, NORTH CAROLINA
PROJECT NUMBER
7335-20-075
13
13

Appendix IV
NCNHP and USFWS IPaC Reports

i ■■■
■■ ■ NC DEPARTMENT OF
t'■ E
■ ■w■N NATURAL AND CULTURAL RESOURCES
■ ■■■
Roy Cooper. Governor
D. Reid Wilson, Secretary
Mi}ty Buchanan
Deputy Director, Natural Heritage Program
NCNHDE-18397
June 23, 2022
Rebeckah Sims
S&ME
2016 Ayrsley Town Blvd., Suite 2-A
Charlotte, NC 28273
RE: DENC Low -Water Ford Crossing West of Stoneway Lane 7335-20-075
Dear Rebeckah Sims:
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, based on the project area mapped with your request, indicates
that there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary, or within a one -mile radius of
the project boundary.
Please note that although there may be no documentation of natural heritage elements within or
near the project boundary, it does not imply or confirm their absence; the area may not have been
surveyed. The results of this query should not be substituted for field surveys where suitable habitat
exists. In the event that rare species are found within the project area, please contact the NCNHP so
that we may update our records.
Please also 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 also not be redistributed without
permission.
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
0 121 W. JONES STREET_ RALEIGH. NC 27603 • IES1 MAIL SERVICE CENTER. RALEIGI i_ NC 2769
OFC 919.747.912C + FAX [phone]i21

NCNHDE-18397: DENC Low -Water Ford Crossing West of Stoneway Lane
June 23, 2022
• Buffered Project Boundary
▪ Project Boundary
Sources- Esn. Airbus OS. USES. NGA. NASA. CGIAR. N Robinson, NCEAS,
NLS. OS, NMA, Geodatestyresen, Rijkswatersfaat. GSA. Georand FEMA.
Infermap and the GIS u69r community
Scurces; Esn, HERE. Gamin, FAO, NORA. USOS. ® OpenSlree1Map
cmlributars, and the GIS User Community
Page 2 of 2

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, NC 28801-1082
Phone: [phone] Fax: [phone]
In Reply Refer To:
Project Code: 2022-0057035
Project Name: DENC Low -Water Ford Crossing West of Stoneway Lane
June 23, 2022
Subject: List of threatened and endangered species that may occur in your proposed project
location or may be affected by your proposed project
To Whom It May Concern:
The enclosed species list identifies threatened, endangered, proposed and candidate species, as
well as proposed and designated critical habitat, that may occur within the boundary of your
proposed project and/or may be affected by your proposed project. The enclosed species list
fulfills the requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the
Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 et seq.).
Please note that new species information can change your official species list. Under 50 CFR
402.12(e) of the regulations implementing section 7 of the Act, the accuracy of this species list
should be verified after 90 days. The Service recommends you visit the ECOS-IPaC website at
regular intervals during project planning and implementation to ensure your species list is
accurate or obtain an updated species list.
The purpose of the Act is to provide a means whereby threatened and endangered species and the
ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the
Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to
utilize their authorities to carry out programs for the conservation of threatened and endangered
species and to determine whether projects may affect threatened and endangered species and/or
designated critical habitat.
A biological assessment (BA) or biological evaluation (BE) should be completed for your
project. A BA is required for major construction activities (or other undertakings having similar
physical impacts) considered to be Federal actions significantly affecting the quality of the
human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2) (c))
(NEPA). For projects other than major construction activities, the Service suggests that a BE be
prepared to determine effects of the action and whether those effects may affect listed species
and/or designated critical habitat. E?ects of the action are all consequences to listed species or
critical habitat that are caused by the proposed action, including the consequences of other

06/23/2022 2
activities that are caused by the proposed action. A consequence is caused by the proposed action
if it is reasonably certain to occur and would not occur "but for" the proposed action..
Recommended contents of a BA/BE are described at 50 CFR 402.12. More information and
resources about project review and preparing a BA/BE can be found at the following web link:
https://www.fws. gov/office/asheville-ecological-services/asheville-field-office-online-review-
process-overview.
If a Federal agency determines listed species and/or designated critical habitat may be affected
by the proposed project, the agency is required to consult with the Service pursuant to 50 CFR
402. The Service is not required to concur with "no effect" determinations from Federal action
agencies. If consultation is required, the Service recommends that candidate species, proposed
species, proposed critical habitat, and at -risk species be addressed within the consultation. More
information on the regulations and procedures for section 7 consultation, including the role of
permit or licensed applicants, can be found in the "Endangered Species Consultation Handbook"
at the following web link: https://www.fws.gov/media/endangered-species-consultation-
handbook.
Migratory Birds: In addition to responsibilities to protect threatened and endangered species
under the Act, there are additional responsibilities under the Migratory Bird Treaty Act (MBTA)
and the Bald and Golden Eagle Protection Act (BGEPA) to protect native birds from project -
related impacts. Any activity, intentional or unintentional, resulting in take of migratory birds,
including eagles, is prohibited unless otherwise permitted by the Service (50 C.F.R. Sec. 10.12
and 16 U.S.C. Sec. 668(a)). More information about MBTA and BGEPA can be found at the
following web link: hops://www.fws.gov/program/migratory-birds.
We appreciate your consideration of Federally listed species. The Service encourages Federal
agencies to include conservation of threatened and endangered species in their project planning
to further the purposes of the Act. Please contact our staff at 828-258-3939, if you have any
questions. In any future correspondence concerning this project, please reference the
Consultation Code which can be found in the header of this letter.
Attachment(s):
• Official Species List
• USFWS National Wildlife Refuges and Fish Hatcheries
• Migratory Birds
• Wetlands

06/23/2022 1
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, NC 28801-1082
[phone]

06/23/2022 2
Project Summary
Project Code: 2022-0057035
Event Code: None
Project Name: DENC Low -Water Ford Crossing West of Stoneway Lane
Project Type: Natural Gas Distribution
Project Description: DENC Low -Water Ford Crossing West of Stoneway Lane
Project Location:
Approximate location of the project can be viewed in Google Maps: https://
www.google.com/maps/@35.2803095,-81.94021672309202,14z
fb Way,. if
{rr
Counties: Rutherford County, North Carolina

06/23/2022 3
Endangered Species Act Species
There is a total of 7 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheriesl, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
1. 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.
Mammals
NAME STATUS
Indiana Bat Myotis sodalis Endangered
There is final critical habitat for this species. The location of the critical habitat is not available.
Species profile: https://ecos.fws.gov/ecp/species/5949
Northern Long-eared Bat Myotis septentrionalis
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/9045
Reptiles
NAME
Threatened
STATUS
Bog Turtle Glyptemys muhlenbergii
Population: U.S.A. (GA, NC, SC, TN, VA)
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/6962
Insects
NAME
Similarity of
Appearance
(Threatened)
STATUS
Monarch Butterfly Danaus plexippus
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/9743
Candidate

06/23/2022 4
Flowering Plants
NAME
Dwarf -flowered Heartleaf Hexastylis naniflora
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/2458
Small Whorled Pogonia Isotria medeoloides
Population:
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/1890
Lichens
NAME
STATUS
Threatened
Threatened
STATUS
Rock Gnome Lichen Gymnoderma lineare
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/3933
Endangered
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.

06/23/2022 1
USFWS National Wildlife Refuge Lands And Fish
Hatcheries
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 OR FISH HATCHERIES WITHIN YOUR PROJECT AREA.

06/23/2022
Migratory Birds
Certain birds are protected under the Migratory Bird Treaty Act1 and the Bald and Golden Eagle
Protection Actz.
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.
3. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)
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 BREEDING SEASON
Red-headed Woodpecker Melanerpes erythrocephalus
This is a Bird of Conservation Concern (BCC) throughout its range in the
continental USA and Alaska.
Breeds May 10 to Sep 10
Probability Of Presence Summary
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 (■)

06/23/2022 2
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.
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.
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.
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 1 survey effort — no data
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

06/23/2022 3
Red-headed
Woodpecker
BCC Rangewide
(CON)
-1--
Additional information can be found using the following links:
• Birds of Conservation Concern https://www.fws.gov/program/migratory-birds/species
• Measures for avoiding and minimizing impacts to birds https://www.fws.gov/library/
collections/avoiding-and-minimizing-incidental-take-migratory-birds
• Nationwide conservation measures for birds hops://www.fws.gov/sites/default/files/
documents/nationwide-standard-conservation-measures.pdf
Migratory Birds FAQ
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?

06/23/2022 4
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 .
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 range 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
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
Outer Continental Shelf project webpage.

06/23/2022 5
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
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.

06/23/2022
Wetlands
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.
RIVERINE
• Riverine

06/23/2022
IPaC User
Agency:
Name:
Address:
Address Line 2:
City:
State:
Zip:
Email
Phone:
Contact Information
S&ME
Rebeckah Sims
2016 Ayrsley Town Blvd.
Suite 2-A
Charlotte
NC
28273
[e-mail]
8039244152

Appendix V
Restoration Plan

General Restoration Plan
DENC M-201 Low -Water Crossing Southwest of Stoneway Lane
Rutherfordton, Rutherford County, North Carolina
The proposed project has been designed to avoid and minimize jurisdictional impacts where practicable. As
part of mitigation for unavoidable impacts, the following plan shall be implemented to restore temporarily -
affected streambanks. This plan entails restoration of temporarily -disturbed streambanks to their pre -
construction contours or to a more stable state as specified by the construction drawings. Unless otherwise
authorized by the appropriate permits, no fills or spoils of any kind will be permanently placed within
wetlands or along streambanks. Further, disturbed streambanks will be permanently stabilized using coir
matting (with no plastic or nylon) and native vegetative cover.
Proposed restoration activities will include the removal of placed fill material and restoration of original pre -
disturbance contours. Excess excavated material shall be relocated and retained on an upland site. Excavated
streambed substrate will be stockpiled separately, kept viable, and then replaced uniformly over the area of
excavation from which it was removed. The native seed mix identified in the below table will be utilized at
temporarily -disturbed streambanks.
Table 1: North Carolina Piedmont Ri.arian
Scientific Name
Sorghastrum mutans
Mix
Common Name
Indiangrass
Percentage of Mix
29.9
Elymus virginicus
Virginia Wildrye
20.0
Panicum virgatum
Switchgrass
20.0
Panicum anceps
Beaked Panicgrass
10.0
Chasmanthium latifolium
River Oats
5.0
Panicum rigidulum
Redtop Panicgrass
5.0
Chamaecrista fasciculata
Partridge Pea
3.0
Carex vulpinoidea
Fox Sedge
2.0
Coreopsis lanceolata
Lanceleaf Coreopsis
2.0
Rudbeckia hirta
Blackeyed Susan
2.0
Juncus effusus
Soft Rush
0.5
Vernonia noveboracensis
New York Ironweed
0.4
Helenium autumnale
Sneezeweed
0.2
100
The North Carolina Piedmont riparian mix is to be applied to the disturbed areas along streambanks. The
recommended application rate is 20 pounds per acre with a cover crop. To provide quicker cover, the mix
specified in Table 1 should also be augmented with the appropriate cover/companion species, as identified in
Table 2.
1

Table 2: Cover/Com.anion S.ecies
Scientific
Name
Secale cereale
Echinochloa
esculenta
Common
Name
Grain Rye
Japanese Millet
Season to
Plant
September 1 to
Aril 30
May 1 to
Au. ust 31
Mix
30 I bs./acre
10 lbs./ acre
Comments
Grows 3-4' tall, but not a strong a
com.etitor.
Good germination; dies off with
frost; does not tolerate mowin..
Substitutions to the native seed mix identified in this restoration plan may be made with prior approval. Any
substitutions shall continue to consist of appropriate native species. In the event of a discrepancy, the
specifications of the E&SC Plan shall govern.
Additional information related to restoration activities is included on the construction drawings.
The North Carolina Piedmont riparian mix (ERNMX-307) can be obtained from:
Ernst Seeds
8884 Mercer Pike
Meadville, Pennsylvania 16335
1-800-873-3321
814-336-2404
[e-mail]
2