20220801 Ver 1_ePCN Application_20220610

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:
4/21/2022
BIMS # Assigned*
20220801
Is a payment required for this project?*
0 No payment required
O Fee received
O Fee needed - send electronic notification
Reviewing Office*
Raleigh Regional Office - [phone]
Information for Initial Review
Version#*
What amout is owed?*
0 $240.00
O $570.00
Select Project Reviewer*
Colleen Cohn:eads\cmcohn
la. Name of project:
DENC Woods Creek Road Gas Main Extension
la. Who is the Primary Contact?*
Joey Lawler, PWS
lb. Primary Contact Email:*
lc. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
6/10/2022
Nearest Body of Water
White Oak Creek
Basin
Cape Fear
Water Classification
C
Site Coordinates
Latitude:
35.686109°
A. Processing Information
Longitude:
-78.889478°
County (or Counties) where the project is located:
Wake
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:
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
Id. Type(s) of approval sought from the DWR:
O 401 Water Quality Certification - Regular
0 Non-404 Jurisdictional General Permit
O 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:
tf. Is this an after -the -fact permit application?*
O Yes O No
O 401 Water Quality Certification - Express
O 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 )No
B. Applicant Information
OYes 0No
OYes 0No
td. Who is applying for the permit?
O Owner 'mil Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
GYes 0No
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 Lepsic, PWS
2d. Address
Street Address
220 Energy Drive
Address Line 2
City
Apex
Postal / Zip Code
27502
State / Province / Region
NC
Country
USA

2e. Telephone Number:
[phone]
2f. Fax Number:
2g. Email Address:*
robe rt.l epsic@dom i nione nergy.com
3. Applicant Information (if different from owner)
3a. Name:
Robert Lepsic, PWS
3b. Business Name:
Dominion Energy North Carolina
3c. Address
Street Address
220 Energy Drive
Address Line 2
City
Apex
Postal / Zip Code
57502
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 Ayrsely Town Bouleavrd
Address Line 2
Suite 2A
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
NC
Country
USA
3e. Fax Number:
State / Province / Region
NC
Country
USA
4e. Fax Number:
1. Project Information
lb. Subdivision name:
(if appropriate)
N/A
lc. Nearest municipality / town:
Holly Springs
2. Project Identification
2a. Property Identification Number:
NCDOT ROW and 0730330409
2b. Property size:
6.83

2c. Project Address
Street Address
Woods Creek Road
Address Line 2
City
Holly Springs
Postal / Zip Code
27539
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
White Oak Creek
3b. Water Resources Classification of nearest receiving water: *
C
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.
0303000401
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 route originates at the intersection of Woods Creek Road with Friendship Road and terminates just south of the intersection of Woods Creek Road with Woodfield Dead End Road. A
smaller portion of the route will cross the Woods Creek Elementary School property. For the most part, the existing NCDOT ROW is well -maintained. Much of the route has also been
disturbed in connection with the construction of the school and an NCDOT road widening project. Land use in this area consists mainly of residential development, cleared/open fields and
wooded areas. Photographs of existing conditions along the project route are included with this submittal.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
O Yes O No • Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
0
4g. List the total estimated linear feet of all existing streams on the property:
194
4h. Explain the purpose of the proposed project: *
The purpose is to provide natural gas service to the Woods Creek Elementary School and strengthen the existing system.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
Construction of the new pipeline will first involve demarcation of construction limits, jurisdictional boundaries, and other associated workspaces. Appropriate erosion and sedimentation
control (E&SC) measures will be installed as construction proceeds to help prevent sedimentation of adjacent jurisdictional features. Grubbing or below -ground vegetation removal outside
of the trenching or for safety will be limited within streamside areas, and impacts to or conversion of forested wetlands is not required.
Following preparation of the workspace area and installation of necessary E&SC measures in upland areas, the trench will be excavated along the "non -working" side of the existing ROW
easement. Lengths of the new pipe will be trucked to the site, strung along the easement, and placed on skids (i.e., wooden pedestals). The pipe segments will be heat -welded together,
inspected, and then lowered into the trench. Permanent trench breakers will then be installed where necessary and then the trench will be backfilled. Affected areas will then be "cleaned
up" by grading, permanent seeding, and mulching to restore the area as closely as possible to pre -disturbance contours and conditions. All instream work at the proposed crossings will be
conducted in accordance with the applicable permit conditions.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas? *
•Yes No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made? *
0 Preliminary 0 Approved • Not Verified 0 Unknown 0 N/A
Corps AID Number:
SAW-2020-00033 (school property only)
Sc. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): J. Lawler (NCDOT ROW)
Agency/Consultant Company: S&ME
Other: School property delineated by others
0 Unknown
6. Future Project Plans

6a. Is this a phased project?*
Yes • No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
We do not anticipate that additional USACE permits will be required.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
Wetlands O✓ Streams -tributaries
Open Waters O Pond Construction
3. Stream Impacts
Buffers
3a. Reason for impact (?)
3b.Impact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
S1
Pipe installation
Temporary
Excavation
UT S3
Intermittent
Both
6
Average (feet)
46
(linear feet)
S2
Temp workspace
Temporary
Dewatering
UT S5
Intermittent
Both
3
Average (feet)
100
(linear feet)
S3
Pipe installation
Temporary
Excavation
White Oak Creek S6
Perennial
Both
30
Average (feet)
48
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
0
3i. Total stream and ditch impacts:
194
3j. Comments:
See cover letter for additional information regarding proposed impacts
E. Impact Justification and Mitigation
3i. Total temporary stream impacts:
194
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
See cover letter for avoidance and minimization information.
lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
See cover letter for avoidance and minimization information.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
Yes • No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The project will not result in permanent stream impacts or any wetland impacts.
F. Stormwater Management and Diffuse Flow Plan (required by DWR) C)
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?
Yes • No
If no, explain why:
Project is located in Cape Fear River basin.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
0Yes ®No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
® Yes 0 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 intended to be growth -inducing and all impacts are temporary.
4. Sewage Disposal (DWR Requirement)
4a. I5 sewage disposal required by DWR for this project?*
0Yes ®No0N/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?*
0• Yes O No
5b. Have you checked with the USFWS conceming Endangered Species Act impacts?*
0• Yes O No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
O Yes
5e. I5 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 0No
5g. Does this project involve bridge maintenance or removal?
0Yes ®No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
Yes • 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.?
OYes 0No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
NCNHP and FWS IPaC. No adverse effects to federally -protected species are anticipated. See cover letter for additional information.
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?*
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?*
No effects on historic resources are anticipated. See cover letter.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
O Yes 0 No
8b. If yes, explain how project meets FEMA requirements:
A Floodplain Development Permit application package will be submitted to the Town of Holly Springs and/or Wake County. The proposed project will not
result in an increase in the height of the base flood elevation, and no additional fill material will be permanently placed within the floodplain.
8c. What source(s) did you use to make the floodplain determination?*
Flood Panel No. 3720073000J
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
Woods Creek PCN Cover Letter and Supporting Information.pdf
Signed DENC Cover Letter.pdf
File must be PDF or KMZ
Comments
Please see cover letter for additional information.
Signature
10.33MB
211.95KB
[ 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
J NEY LAwz
Date
6/10/2022

Oonw+a. Enemy Swoon. ioc.
220 Op.r.tog a Way. MC U H Calm So.' Oder 21011
Dorwraw fr+rp a „aaa.
June 6, 2022
US Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest North Carolina 27587
Attention: Mr. Lyle Phillips
North Carolina Division of Water Resources
401 and Buffer Permitting Unit
1617 Mail Service Center
Raleigh. North Carolina 27699-1617
Attention: Mr. Paul Wojoski
illsa Dominion
14/07 Energy
Pre -Construction Notification for Authorization Under NWP Nos. 12 and 13
Dominion Energy North Carolina Woods Creek Road Gas Main Extension
Wake County, North Carolina
S&ME Project No. 22350100
Dear Mr. Phillips 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 installation of a natural gas pipeline primarily within the existing North
Carolina Department of Transportation (NCDOT) right-of-way (ROW) along Woods Creek Road in Wake
County, North Carolina. The project as proposed will require authorization from the U.S. Army Corps of
Engineers (USAGE) and the North Carolina Division of Water Resources (NCDWR) under Nationwide
Permit (NWP) No. 12 (Oil and Natural Gas Pipeline Activities) and General Water Quality Certification
(WQC) No. 4244, respectively.
If you have questions. or require additional information. please contact Robert Lepsic. PWS by email at
robert leasici«domiri.ionenergy.com or by phone at [phone], at your convenience.
Sincerely,
Jason Ericson
Director Environmental Services
CC: Robert Ley, P.E. (DENC)
Robert Lepsic. PWS (DENC)
Joey Lawler, PWS (S&ME)
1 of 1

June 9, 2022
US Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Attention: Mr. Lyle Phillips
North Carolina Division of Water Resources
401 Wetlands Unit
512 North Salisbury Street
Raleigh, North Carolina 27604
Attention: Mr. Paul Wojoski
Reference: Pre -construction Notification
Dominion Energy North Carolina Woods Creek Road Gas Main Extension
Wake County, North Carolina
S&ME Project No. 22350100
Dear Mr. Phillips and Mr. Wojoski,
On behalf of our client, Dominion Energy North Carolina (Dominion Energy), S&ME, Inc. (S&ME) hereby
submits this notification to inform you of work they plan to conduct in accordance with Nationwide
Permit (NWP) No. 12 and the corresponding North Carolina Water Quality Certification (WQC) No. 4244.
The project will involve installation of a natural gas pipeline primarily within the existing North Carolina
Department of Transportation (NCDOT) right-of-way (ROW) along Woods Creek Road. To accommodate
widening of road, a short segment of the new pipeline will be installed within property currently owned by
Wake County, where Woods Creek Elementary School is under construction. However, NCDOT plans to
expand their ROW at this location such that this segment of the gasline will also be located within the
roadside ROW.
The application and accompanying support information is being submitted through the North Carolina
Department of Water Resources (NCDWR) electronic pre -construction notification (E-PCN) website
(https://edocs.deq.nc.gov/Forms/Pre-Construction Notification Form\). The following support materials
are also attached:
Figures
Site Vicinity Exhibit (Figure 1)
USGS Topographic Map Exhibit (Figure 2)
Soils Exhibit (Figure 3)
Aerial Orthoimagery Exhibit (Figures 4-7)
Authorization to Act as Agent;
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 Woods Creek Road GME
Wake County, North Carolina
S&ME Project No. 22350100
NCDWR Stream Forms;
Site Photographs;
Impact Exhibits and Typical Construction Details (Figures CD1-8);
The North Carolina Natural Heritage Program (NCNHP) and U.S. Fish and Wildlife Service (USFWS)
Information for Planning and Consultation (IPaC) reports; and
A General Restoration Plan.
Pre -construction written approval is also required from NCDWR because a portion of the new pipeline will
be installed parallel to and within ten feet of a stream, and it was not practicable to design one of the
crossings at a near -perpendicular angle. The project site is not located within a watershed subject to
state -administered riparian buffers.
- Description of the Proposed Work
DENC is currently planning to install approximately 9,045 linear feet of 8-inch diameter plastic natural gas
pipeline and 255 feet of 4-inch diameter plastic natural gas pipeline that will in part provide natural gas
service to the Woods Creek Elementary School located on Woods Creek Road in the Town of Holly
Springs, Wake County, North Carolina.
A majority of the pipeline will be installed within the existing NCDOT ROW. As indicated previously, a
short segment of the new pipe will be installed within property currently owned by Wake County, to
accommodate road -widening and eventually expansion of the NCDOT ROW at that location. The pipelines
will require a minimum disturbed width of 20 feet or from the outside edge of the ROW to the edge of
pavement (whichever is greater). The proposed project includes conventional pipeline crossings of two
streams and additional temporary impacts to an adjacent stream to accommodate workspace for
construction of one of the crossings. At each crossing location, insufficient cover is available above the
existing culverts or headwall to install the pipe within the road shoulder.
The approximate location of the pipeline project area is depicted on the Site Vicinity Exhibit (Figure 1),
appropriate portions of the New Hill, North Carolina U.S. Geological Survey (USGS) Topographic Exhibit
(Figure 2), the Soils Exhibit (Figure 3), and on the Aerial Orthoimagery Exhibits (Figures 4-7).
Construction of the new pipeline will first involve demarcation of construction limits, jurisdictional
boundaries, and other associated workspaces. Appropriate erosion and sedimentation control (E&SC)
measures will be installed as construction proceeds to help prevent sedimentation of adjacent
jurisdictional features. Grubbing or below -ground vegetation removal outside of the trenching or for
safety will be limited within streamside areas, and impacts to or conversion of forested wetlands is not
required.
Following preparation of the workspace area and installation of necessary E&SC measures in upland areas,
the trench will be excavated along the "non -working" side of the existing ROW easement. Lengths of the
new pipe will be trucked to the site, strung along the easement, and placed on skids (i.e., wooden
pedestals). The pipe segments will be heat -welded together, inspected, and then lowered into the trench.
Permanent trench breakers will then be installed where necessary and then the trench will be backfilled.
Affected areas will then be "cleaned up" by grading, permanent seeding, and mulching to restore the area
as closely as possible to pre -disturbance contours and conditions. All instream work at the proposed
crossings will be conducted in accordance with the applicable permit conditions.
2

Pre -Construction Notification
DENC Woods Creek Road GME
Wake County, North Carolina
S&ME Project No. 22350100
Jurisdictional Areas
S&ME visited the project area on February 23, 2022 to delineate jurisdictional features located therein.
S&ME followed the procedures set forth in the 1987 USACE Wetlands Delineation Manual and the
appropriate Regional Supplemental Guidance. Field conditions were documented using USACE Routine
Wetland Determination Data Forms, as appropriate. The field review also included identification of
tributaries (streams or jurisdictional ditches) within the project area.
Drainage features identified during the field review were assessed to determine the jurisdictional status of
each tributary. Drainage features were classified as either non -jurisdictional or jurisdictional. S&ME used
the NCDWR Stream Classification Form (Version 4.11) to document characteristics of identified drainage
features on the day of the assessment. During the site assessment, the boundaries of regulated surface
waters were demarcated using sequentially numbered flagging. The location of the jurisdictional features
is depicted on Figures 4-7, and in greater detail on the Impact Exhibits (Figures CD1-2). NCDWR Stream
Forms, and typical photographs of the subject features that will be impacted are included with this
submittal.
Five jurisdictional features were identified within the proposed project area during the site visit. Impacts to
Streams S1 and S2 could be avoided, while impacts to S3, S4, and S5 cannot. The streams are summarized
in Table 1 below.
Table 1: Summary of Streams within Project Area and Associated Impacts
I
Stream
ID
Description
Proposed Activity
Temporary
(LF)
Temporary
(SF)
S1
UT to White Oak
Creek
Stream avoided by installing pipe above
existing culvert
0
0.00
S2
UT to White Oak
Creek
Stream avoided by installing pipe above
existing culvert
0
0.00
S3
UT to White Oak
Creek
Conventional pipe installation
46
0.007
S4
UT to White Oak
Creek
Avoided — outside of proposed work area
on other side of the road
0
0.00
S5
UT to White Oak
Creek
Establishment of temporary workspace to
accommodate crossing of S4
100
0.008
S6
White Oak Creek
Conventional Pipe installation
48
0.038
S7
UT to Big Branch
Avoided — located outside of proposed
work area
0
0.00
Total:
194
0.053
We understand that an Approved JD was obtained by others for the adjacent Woods Creek Elementary
School property (SAW-2020-00033). DENC provided S&ME with a copy of Wake County's development
plans for the school site, which depicted the limits of the previous delineation conducted on that tract.
3

Pre -Construction Notification
DENC Woods Creek Road GME
Wake County, North Carolina
S&ME Project No. 22350100
S&ME relied on that existing delineation for the portion of the project that crosses the County property,
where S3 is located.
At the two crossing impact locations, insufficient cover exists over the NCDOT culverts in order to install
the new pipe above them. Accordingly, DENC will effort to install the new pipe beneath the existing
streambed. To accommodate excavation and installation of the pipe, additional workspace is required
between the edge of pavement and the outside edge of the existing or proposed NCDOT ROW.
Additional temporary workspace is also required downstream of the proposed crossing locations to
adequately establish a clean -water bypass system.
All of the proposed impacts are temporarily in nature, and no forested wetland will be converted to
herbaceous wetlands. Typical wetland and stream crossing construction details (Figures CD3-8) are
included with the information submitted online with the E-PCN. Following construction, the temporarily
affected jurisdictional areas will be returned to their pre -construction contours and conditions including
being seeded and stabilized.
With respect to riparian buffers, the proposed utility crossings are considered exempt from the riparian
buffer protection rules because they will occur within the maintained NCDOT ROW, where no permanent
overstoryvegetation removal is required, and the existing, on -going use (a maintained easement) will not
change.
Protected Species
To determine the project's compliance with applicable sections of the Endangered Species Act (ESA) of
1973 (16 USC 1531-1543), S&ME conducted a search of the NCNHP database to identify element
occurrences (EO's) of such species listed as potentially occurring within and near the project area. The
NCNHP list was compared to USFWS Information for Planning and Consultation (IPaC) list. Additionally,
S&ME personnel conducted a pedestrian field review of the site in conjunction with the jurisdictional
delineation to locate potential habitat or the presence of protected terrestrial species that were identified
through the records review. The assessment did not include sampling or a habitat assessment for aquatic
or state -listed species.
The NCNHP report identified no records of federally protected species within the project area or within a
one -mile radius of the site. The USFWS IPaC report identified the following federally protected species
with potential habitat in the vicinity (Table 2):
Table 2. Summary of Federally -Listed Species Identified in FWS IPaC Report
ien ific Name
Federal
ommon Name Fe
Sta
County Status
Notropis mekistocholas
Cape Fear Shiner
Endangered
Current
Picoides borealis
Red -cockaded Woodpecker
Endangered
Current
Rhus michauxii
Michaux's Sumac
Endangered
Current
Danaus plexippus
Monarch Butterfly
Candidate
Current
Haliaeetus leucocephalus
Bald Eagle
BGEPA
Current
BGEPA = Bald and Golden Eagle Protection Act
4

Pre -Construction Notification
DENC Woods Creek Road GME
Wake County, North Carolina
S&ME Project No. 22350100
The USFWS IPaC report did not identify critical habitats within the project area. Based on S&ME's
assessment, the project corridor (i.e., the existing NCDOT ROW an adjacent school construction site) does
not contain suitable habitat for red -cockaded woodpecker, monarch butterfly, or bald eagle. Similarly, the
subject stream channels are either of insufficient size or, in the case of Little White Oak Creek, did not
exhibit habitat of suitable quality likely to support Cape Fear shiner.
However, because the project consists largely of disturbed roadside areas, potentially suitable habitat for
Michaux's sumac is present. A summary of this species is provided below.
Michaux's Sumac
Status: Federally Listed as Endangered
Biological Determination: No Effect
Michaux's sumac is a rhizomatous, densely hairy shrub with erect stems approximately one to three feet in
height. The compound leaves are evenly serrated, oblong to lanceolate, acuminate leaflets. Flowers are
small, borne in a terminal, erect, dense cluster and are greenish yellow to white in color. Michaux's sumac
flowers between June and July and the fruit, a red drupe, is produced through the months of August to
October.
Michaux's sumac grows in sandy or rocky open woods in association with basic soils, surviving best in
areas where some form of disturbance has provided an open area. In North Carolina, observed
populations have been identified on highway rights -of -way, roadsides, or on the edges of artificially
maintained clearings. It is commonly observed with species such as pitchfork crowngrass (Paspalum
bifidum), woodland sunflower (Helianthus divaricatus), Carolina fluffgrass (Tridens carolinianus), winged
sumac (Rhus copallinum), green silkyscale (Anthaenantia villosa), skeletongrass (Gymnopogon sp.), and
woolysheath threeawn (Aristida lanosa). This species does not tolerate shade or wet soils.
Current threats to this species include its low reproductive capability, a reduction in habitat due to fire
suppression and habitat destruction due to residential, commercial, and industrial development.
The project corridor contains areas of potentially suitable habitat for this species. However, no individuals
of Michaux's sumac were observed during S&ME's field survey conducted on May 5, 2022, within the
limits of the optimal survey window. Therefore, based on our pedestrian field review, it is not anticipated
that this project will adversely affect populations of this species. S&ME understands that, if necessary, the
USACE will coordinate with the USFWS for concurrence with our findings.
Historic and Archaeological Resources
To help determine the project's compliance with Section 106 of the National Historic Preservation Act
(NHPA) of 1966, S&ME conducted a background literature review and records search was conducted at
the North Carolina Office of State Archaeology (OSA) and at the NCSHPO on February 28, 2022. The
records examined at the NCSHPO included National Register and survey files for properties listed in or
eligible for inclusion in the National Register and an examination of HPOWEB 2.0, a GIS-based program
containing information about aboveground historic resources in North Carolina. Records examined at
OSA included master archaeological site maps, state archaeological site files, and associated
archaeological reports. The area examined was a one -mile radius around the project area (Figure 8)
5

Pre -Construction Notification
DENC Woods Creek Road GME
Wake County, North Carolina
S&ME Project No. 22350100
Our review of HPOWEB 2.0 and the files at OSA indicated there are five previously recorded
archaeological sites, ten survey only resources, and two previously conducted cultural resources surveys
within a one -mile radius of the project area (Table 3 and Figure 8). None of the previously recorded
resources or the previously completed cultural resource surveys are within or adjacent to the project
corridor.
Table 3. Previously Recorded Cultural Resources Within a One -Mile Radius of the Route
1 esource N.
D ription
NRH .
uihility
Source
31WA1502
Prehistoric Habitation site
Not Eligible
OSA Files
31WA1503
Prehistoric Habitation site
Not Eligible
OSA Files
31WA1504
Historic Cemetery
Not Eligible
OSA Files
31WA1512
Prehistoric Isolate
Not Eligible
OSA Files
31WA1629
Historic Cemetery
Unassessed
OSA Files
WA----
Franklin House, circa 1840-1860 (Current Site)
Survey Only
HPOWEB
WA1059
(Former) Pleasant Plains Baptist Church, circa 1906
Survey Only
HPOWEB
WA1060
Allen Farm, circa 1920-1930
Survey Only
HPOWEB
WA1061
House, circa 1910-1920
Survey Only
HPOWEB
WA1062
Andrew Gordon House, circa 1922
Survey Only
HPOWEB
WA1063
House, circa 1922
Survey Only
HPOWEB
WA1064
House, circa 1900-1910
Survey Only
HPOWEB
WA1065
Edwards -Goodwin House, circa 1900
Survey Only
HPOWEB
WA3715
Shearon Harris Project Houses Blockface
Survey Only
HPOWEB
WA7503
Store, circa 1956
Survey Only
HPOWEB
Although the project area has not been previously surveyed, the proposed project corridor is within the
existing NCDOT ROW. The continued maintenance and construction within the existing ROW suggest that
no intact archaeological sites will remain. It is the opinion of S&ME that no additional cultural resource
work would be necessary, and that the project should have no effect on historic resources. We understand
that, if necessary, the USACE will complete coordination with NCSHPO for concurrence with our findings.
• Avoidance and Minimization
The proposed pipeline was routed to minimize stream impacts and avoid wetlands by utilizing areas that
have been previously developed (i.e., the NCDOT ROW) to the extent practicable. A dam -and -pump
system or flume will be used to divert clean water flow around the work area until the stream crossings
are completed. Once work affecting the stream is initiated, it will be carried to completion in an
expeditious manner to minimize the period of disturbance. Typical details for a temporary coffer dam and
pump methodology for isolation of the trench excavation were included in the information submitted
online with the E-PCN.
6

Pre -Construction Notification
DENC Woods Creek Road GME
Wake County, North Carolina
S&ME Project No. 22350100
Project best management practices (BMPs) used in connection with the conventional stream crossings
include the following:
The crossings will be executed in as minimal amount of time necessary.
Sufficient equipment to execute the crossings in an expeditious, environmentally responsible manner
will be available on site prior to initiation of the crossing.
Efforts will be made to perform the crossings during anticipated low flow conditions.
Local weather conditions will be monitored such that, to the extent possible, stormwater events will
be avoided during and immediately following installation of the pipe.
The crossing will be monitored during installation by personnel experienced in stream crossing
procedures, familiar with site conditions, and knowledgeable of North Carolina environmental
regulations. The monitor shall have the authority to stop work should conditions change, and if
additional or different measures are needed.
The upstream and downstream portions of the crossing point will be sealed to isolate the crossing for
pipeline installation "in the dry." Clean steel plates, sandbags, or similar measures will be inserted to
temporarily dam the flow. Steel plates will be cleaned prior to use on streams using biodegradable
products or heat. On both sides of the installed plates (both upstream and downstream) sandbags will
additionally be placed to secure the plates, reinforce the damming of water, and provide a secondary
barrier to seepage. The excavated trench will be monitored for groundwater intrusion and, if noted,
excess water will be pumped to a discharge site located 50'-100' from the top of bank of the receiving
stream. Discharged water from the trench will be filtered through an appropriate E&SC measure.
The top 6-12 inches of streambed substrate will be stockpiled separately from the subgrade material
and kept saturated during the installation.
Pumps will be obtained and staged prior to executing the crossing. Back-up pumps shall be kept on -
site should the primary pump(s) malfunction, or to control high flows. All pumps will have screened
intakes and will be placed in secondary containment for the duration of the installation. In the event
an unforeseen weather event occurs during installation, pumps near the crossing will be monitored
24-hours a day until normal flow conditions are present.
Pump flow rates will be monitored to ensure adequate flow is achieved such that water neither
accumulates behind the upstream dam nor is discharged too rapidly on the downstream side. At the
downstream discharge location, flow discharge rates shall be controlled such that scouring of the
stream bed and/or banks does not occur. Efforts will be made to aerate the water prior to its
downstream discharge into the receiving stream.
Removal of in -stream control devices will be conducted in such a manner as to allow a gradual re-
introduction of flowing water into the channel.
Banks will be restored in a careful manner, achieving pre -construction contours to the extent practical.
Affected streambanks monitored for stability following construction and for the duration of the
pipeline construction. Restoration will be considered complete when herbaceous vegetation reaches
80-percent coverage.
All disturbed areas on streambanks will be seeded with a customized seed mix that will extend 10 feet
landward of the jurisdictional boundary. Stream banks temporarily affected by trenching will be
stabilized with a native seed mix specifically designed for riparian areas, and with biodegradable coir
matting. The affected wetland area will be seeded with a native wetland seed mix; however, no heavy
mulching will occur within the wetland.
Construction equipment operating near the streams will be limited to that necessary for excavation,
pipe installation and restoration activities. Vegetation near the stream will be cut at ground level,
leaving existing root systems in place to promote re -growth.
7

Pre -Construction Notification
DENC Woods Creek Road GME
Wake County, North Carolina
S&ME Project No. 22350100
Appropriate E&SC practices outlined in the most recent version of the "North Carolina Sediment and
Erosion Control Planning and Design Manual" and approved by the local governing authority shall be in
compliance with specifications governing the proper design, installation, operation, and maintenance of
such BMPs to comply with the appropriate turbidity water quality standard.
The project will comply with applicable conditions of NWP No. 12 and WQC No. 4244. Following the work,
the affected areas will be restored to their original contours and conditions. As proposed, the project will
not result in permanent changes to the ground surface elevation(s) in the proposed easement or
permanently affect the dimension, pattern, or profile of the subject streams. Temporarily affected areas
are proposed to be restored in accordance with the attached Restoration Plan (attached).
Mitigation
The project will not result in the loss of wetlands or Waters of the U.S. In addition, the project will not
convert forested wetlands to herbaceous wetlands, and all affected areas will be restored to original
contours and conditions. Therefore, purchase of wetland mitigation credits is not required.
No permanent stream impacts are proposed. Stream impacts authorized under NWP No. 12 are
considered temporary if the affected streams are restored to original pre -construction contours once
construction is completed and do not involve the permanent placement of hard armor. A general stream
and wetland restoration plan is provided. Accordingly, the purchase of stream mitigation credits is
not required.
Closing
Thank you for your review of this courtesy letter associated with the PCN. If you have questions or need
additional information, please feel free to contact us at 704.523.4726.
Sincerely,
S&ME
• r
Joey Lawler, PWS
Senior Consultant
[e-mail]
Senior Review by Chris Daves, PWS
Cc: Robert Lepsic, PWS, DENC
Rebeckah Sims, PWS
Natural Resources Professional
[e-mail]
8

Figures

v\GIS\MAP SETS\REPORT\1-vicinitvmxd plotted by kwallace 05-16-2022
av\Proiects\2022\22350100 DENC Woods Creek Elementary School Gas Main Extension Holly Sorinas\4 En
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0
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REFERENCE: OPEN STREET MAP
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W
VICINITY EXHIBIT
DOMINION ENERGY NORTH CAROLINA
WOODS CREEK ELEMENTARY GAS MAIN EXTENSION
WAKE COUNTY, NORTH CAROLINA
LEGEND
OLIMITS OF DISTURBANCE
SCALE:
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DATE:
5-16-22
FIGURE NO.
1
PROJECT NUMBER
22350100

7
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ti
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REFERENCE:
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14' e LEGEND
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DOMINION ENERGY NORTH CAROLINA
WOODS CREEK ELEMENTARY GAS MAIN EXTENSION
WAKE COUNTY, NORTH CAROLINA
SCALE:
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DATE:
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FIGURE NO.
2
PROJECT NUMBER
22350100

- -
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I=LIMITS OF DISTURBANCE
C ChA : Chewacla and Wehadkee soils, 0 to 2 percent slopes, frequently flooded
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REFERENCE:
GIS BASE LAYERS WERE OBTAINED FROM COUNTY SOURCES AND U.S. NEARMAP. THIS
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SOILS EXHIBIT
DOMINION ENERGY NORTH CAROLINA
WOODS CREEK ELEMENTARY GAS MAIN EXTENSION
WAKE COUNTY, NORTH CAROLINA
SCALE:
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FIGURE NO.
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WAKE COUNTY, NORTH CAROLINA 22350100

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WAKE COUNTY, NORTH CAROLINA 22350100

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WOODS CREEK ELEMENTARY GAS MAIN EXTENSION PROJECT NUMBER
WAKE COUNTY, NORTH CAROLINA 22350100

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4 -10 g,,,i: ' lb . .J.i. .o. r.,...;.,V.7,.All' ,' A :A,
U-Al g
,4 it.. y; '. - .e. >. _ F fF[1 .,� .r r' W y• ' ti `"-' •ii"� 1. _ ♦�
14) _ i ••T.I.a.M
6 0 300 600 JI ' 4:ii. LEGEND
.4%1°N ' '-. 4t-
(FEET) ,r ;: it- s' pLIMITS OF DISTURBANCE
Y A
w REFERENCE:2021 AERIAL IMAGERY * . o I I PERMANENT EASEMENT
L GIS BASE LAYERS WERE OBTAINED FROM COUNTY SOURCES AND U.S.NEARMAP. THIS �' ; ,�,r“" I I I TEMPORARY EASEM ENT
a MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE p., , �•.,.T
'' APPROXIMATED.THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION,UNLESS STATED ti s- - - .� _'` POTENTIAL STREAMS
oOTHERWISE. !„+`� ff
SCALE: FIGURE NO.
AERIAL ORTHOIMAGERY EXHIBIT 1 " = 300 '
DATE: 7Ill = DOMINION ENERGY NORTH CAROLINA 5-16-22
WOODS CREEK ELEMENTARY GAS MAIN EXTENSION PROJECT NUMBER
WAKE COUNTY, NORTH CAROLINA 22350100

1W11.-i=7". r WW1 : Lric-1.2.L
141W/
REFERENCE: USGS 7.5-MINUTE TOPOGRAPHIC MAP
THIS EXHIBIT WAS DEVELOPED USING INFORMATION AND DATA FROM THE FOLLOWING
SOURCES - 1983 PROVISIONAL EDITION USGS 7.5-MINUTE, TOPOGRAPHIC MAP, MEBANE,
HPOWEB ONLINE GIS DATABASE, OSA GIS DATABASE. PLEASE NOTE THIS EXHIBIT IS FOR
INFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER
USES. THERE ARE NO GUARANTEES REGARDING ACCURACY. S&ME, INC. ASSUMES NO
RESPONSIBILITY FOR ANY DECISION MADE OR ANY ACTIONS TAKEN BY THE USER BASED
UPON THIS EXHIBIT
LEGEND
LIMITS OF DISTURBANCE
• PREVIOUSLY RECORDED ARCHAEOLOGICAL SITE
SURVEYED ONLY
BLOCKFACE
PONE -MILE SEARCH RADIUS
EZIPREVIOUSLY SURVEYED AREA
DOMINION ENERGY NORTH CAROLINA
WOODS CREEK ELEMENTARY GAS MAIN EXTENSION
WAKE COUNTY, NORTH CAROLINA

Authorization to Act as Agent

AGENT AUTHORIZATION FORM
Date:
11/10/21
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, SC 29033
803.201.2539
Robert Ley, PE
Agent Information
Business Name:
Street Address:
City, State, Zip:
Telephone No.
Contact:
S&ME, Inc.
9751 Southern Pine Blvd
Charlotte, NC 28273
704.523.4726
Joey Lawler, PWS
Authorization:
Signature:
Robert Ley, PE , 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.
S&ME, INC. / 9751 Southern Pine Blvd / p 704.523.4726 f 704.525.3953 / www.smeinc.com

NCDWR Stream Forms

NC Division of Water Quality -Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NC DWQ Stream Identification Form Version 4.11
Date: 05.04.2022
Project/Site: Woods Creek Rd
Latitude: 35.686284°
Evaluator: J. Lawler, PWS
County:Wake
Longitude:--78.891039°
Total Points:
Stream is at least intermittent 19.5
if>_ 19 or perennial if>_ 30*
Stream Determination (circle one)
Intermittent
Other
e.g. Quad Name: New Hill NC
A. Geomorphology (Subtotal = 8 )
Absent
Weak
Moderate
Strong
1 a. Continuity of channel bed and bank
0 Q
1 Q
2 0
3 0
2. Sinuosity of channel along thalweg
0 0
1 0
2 0
3 0
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0 0
10
2 Q
3 0
4. Particle size of stream substrate
0 Q
10
2 Q
3 Q
5. Active/relict floodplain
0 0
10
2 Q
3 0
6. Depositional bars or benches
0 0
10
2 0
3 Q
7. Recent alluvial deposits
0 0
1 Q
2 Q
3 Q
8. Headcuts
0 0
10
2 Q
3 0
9. Grade control
0 e
0.50
1 Q
1.50
10. Natural valley
0 0
0.50
1 Q
1.50
11. Second or greater order channel
No = 00
Yes = 3 0
a artificial ditches are not rated; see discussions in manual
B. Hvdroloav (Subtotal = 9
12. Presence of Baseflow
0 0
1 0
2 0
3 0
13. Iron oxidizing bacteria
0 0
10
2 0
3 0
14. Leaf litter
1.50
1 0
0.50
00
15. Sediment on plants or debris
0 0
0.50
1 ®
1.50
16. Organic debris lines or piles
0 0
0.5 0
1 e
1.50
17. Soil -based evidence of high water table?
No = 0 0
Yes = 3 0
C. Biology (Subtotal = 2.5
18. Fibrous roots in streambed
30
2 0
10
0
19. Rooted upland plants in streambed
30
2 0
1 0
0
20. Macrobenthos (note diversity and abundance)
0 •
1(
20
3
21. Aquatic Mollusks
0 •
10
20
3 8
22. Fish
0(•)
0.50
10
1.50
23. Crayfish
00
0.50
10
1.50
24. Amphibians
OQ
0.50
1 0
1.5
25. Algae
0 D
0.50
1 0
1.5�
26. Wetland plants in streambed
FACW = 0.7500BL = 1.500ther = 0 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
41

NC Division of Water Quality -Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NC DWQ Stream Identification Form Version 4.11
Date: 05.04.2022
Project/Site: Woods Creek Rd
Latitude: 35.681321 °
Evaluator: J. Lawler, PWS
County:Wake
Longitude: _7$ 885095°
Total Points:
Stream is at least intermittent 41
if>_ 19 or perennial if>_ 30*
Stream Determination (circle one)
Perennial
Other
e.g. Quad Name: New Hill NC
A. Geomorphology (Subtotal = 22 )
Absent
Weak
Moderate
Strong
1 a. Continuity of channel bed and bank
0 Q
1 Q
2 0
3 0
2. Sinuosity of channel along thalweg
0 0
1 Q
2 0
3 Q
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0 0
1 Q
2 Q
3 0
4. Particle size of stream substrate
0 Q
1 Q
2 Q
3 0
5. Active/relict floodplain
0 0
1 Q
2 Q
3 0
6. Depositional bars or benches
0 0
1 Q
2 0
3 ®
7. Recent alluvial deposits
0 0
1 Q
2 Q
3 Q
8. Headcuts
0 0
1 Q
2 Q
3 Q
9. Grade control
0 0
0.50
1 Q
1.50
10. Natural valley
0 0
0.50
1 Q
1.50
11. Second or greater order channel
No = 00
Yes = 3 Q
a artificial ditches are not rated; see discussions in manual
B. Hvdroloav (Subtotal = 9
12. Presence of Baseflow
0 0
1 0
2 0
3 0
13. Iron oxidizing bacteria
0 0
1 0
2 0
3 0
14. Leaf litter
1.50
1 0
0.50
0 0
15. Sediment on plants or debris
0 0
0.50
1 ®
1.50
16. Organic debris lines or piles
0 0
0.5 0
1 0
1.5 Q
17. Soil -based evidence of high water table?
No = 0 0
Yes = 3 Q
C. Biology (Subtotal = 10
18. Fibrous roots in streambed
30
2 0
10
0 0
19. Rooted upland plants in streambed
30
2 0
10
0 0
20. Macrobenthos (note diversity and abundance)
0
1C
20
3
21. Aquatic Mollusks
0�
10
20
3 8
22. Fish
00
0.50
1®
1.50
23. Crayfish
00
0.50
10
1.50
24. Amphibians
00
0.50
1 0
1.5
25. Algae
0®
0.50
10
1.5�
26. Wetland plants in streambed
FACW = 0.7500BL = 1.500ther = 0 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
41

NC Division of Water Quality -Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NC DWQ Stream Identification Form Version 4.11
Date: 05.04.2022
Project/Site: Woods Creek Rd
Latitude: 35.681316°
Evaluator: J. Lawler, PWS
County:Wake
Longitude: _7$ 885263o
Total Points:
Stream is at least intermittent 2$, 5
if>_ 19 or perennial if>_ 30*
Stream Determination (circle one)
Intermittent
Other
e.g. Quad Name: New Hill NC
A. Geomorphology (Subtotal = 15.5 )
Absent
Weak
Moderate
Strong
1 a. Continuity of channel bed and bank
0 Q
1 Q
2 0
3 0
2. Sinuosity of channel along thalweg
0 0
1 Q
2 0
3 Q
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0 0
1 Q
2 0
3 Q
4. Particle size of stream substrate
0 Q
10
2 Q
3 Q
5. Active/relict floodplain
0 0
1 Q
2 0
3 0
6. Depositional bars or benches
0 0
10
2 0
3 Q
7. Recent alluvial deposits
0 0
1 Q
2 Q
3 Q
8. Headcuts
0 0
10
2 Q
3 0
9. Grade control
0 0
0.50
1 Q
1.50
10. Natural valley
0 0
0.50
1 Q
1.50
11. Second or greater order channel
No = 00
Yes = 3 0
a artificial ditches are not rated; see discussions in manual
B. Hvdroloav (Subtotal = 8
12. Presence of Baseflow
0 0
1 0
2 0
3 0
13. Iron oxidizing bacteria
0 0
1 0
2 0
3 0
14. Leaf litter
1.50
1 0
0.50
0 0
15. Sediment on plants or debris
0 0
0.50
1 ®
1.50
16. Organic debris lines or piles
0 0
0.5 0
1 0
1.5 Q
17. Soil -based evidence of high water table?
No = 0 0
Yes = 3 0
C. Bioloav (Subtotal =
5
18. Fibrous roots in streambed
30
2 0
10
0 0
19. Rooted upland plants in streambed
30
2 0
10
0 0
20. Macrobenthos (note diversity and abundance)
0 •
10
20
3
21. Aquatic Mollusks
0�
10
20
3 8
22. Fish
00
0.50
10
1.50
23. Crayfish
00
0.50
1 0
1.50
24. Amphibians
00
0.50
1 0
1.5
25. Algae
0®
0.50
10
1.5�
26. Wetland plants in streambed
FACW = 0.7500BL = 1.500ther = 0 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
41

Site Photographs

SITE PHOTOGRAPHS
Dominion Energy North Carolina -Woods Creek
Elementary School Gas Main Extension
Wake County, North Carolina
S&ME Project No. 22350100
PHOTOGRAPH 1 r
+l
VIEWING DIRECTION: Southeast ` ti, 1.
•. i.
DESCRIPTION/COMMENT: View of ' ' ''-./ .
S1 on the southeast side of Woods i . :,A-
Creek Rd facing southeast. Impacts .' % ,
to stream are avoided. ` • -
•r .''�.
sS3.4 0,. 1v' r'
,Ltt � y t•'. 4'r.1 ' - ,T -
�'•!+c?. r�',`:• j' i�ti' .:Yh 1. ;.- kiilv
PHOTOGRAPH 2 !' ,i i.
•
VIEWING DIRECTION: North '
s'
DESCRIPTION/COMMENT: View of
S2 on the southeast side of Woods - - _ . __-
Creek Rd facing Northwest towards - l I,.
Woods Creek Rd. Impacts to stream '' 1. ';_ ` �- •
are avoided
a .: .�S
1

SITE PHOTOGRAPHS
Dominion Energy North Carolina -Woods Creek Road
Gas Main Extension
Wake County, North Carolina
S&ME Project No. 22350100
PHOTOGRAPH 3 ` . • , ,-.. 11.'1, .''' . • ill ,L ..r., -..
:0 k .'' M , + I
1 1.11,' ''.ipa 0...- tA r 6C I .1 -Y---.. r.,itils,..144.
,4' ../ Wr t .31 -...x,.
iti
1$1 ..' ,.§ridyit'''',., '1,...Aii7' —k: : '1 A:"A'ti-,
VIEWING DIRECTION: North y w/� `.�: .•� � � �y i .
Fry' S-` '� .r' �.,-• �P'•h..
it
DESCRIPTION/COMMENT: View of y" ._. •',',. • •
•
S3 facing north towards Woods ` t71— •1.- '.+- ` `; --
#:aT •- ,i• 4` ."'. • - sip.�
Creek Rd. :�'�"s Av ` . . wY ,�, - :
i1 ,' • .•.tip '� , f' t: x,.
' Ai C
PHOTOGRAPH 4
FI
A __A._,..
E,- - - -
VIEWING DIRECTION: South l -y _ _ _ _ - -, -+>._.r
.. ;�` 'rat ''' '.: a"'- .'
Y`r -,-T :q
DESCRIPTION/COMMENT : View of `F;,�; = ..-_.
S6 (White Oak Creek) facing - .h
downstream. N '
' Alls -4 ram:•-. ;°,1-
. = - • - i•^l �
, r -� r � , e _ry ` 2' jet j
• :c?�! ��'' ��--�- :- ..w;;r. . .�. •:-�:_ . . _ � _ �� :.fir''. �t.•,... -,�•i
2

SITE PHOTOGRAPHS
Dominion Energy North Carolina -Woods Creek Road
Gas Main Extension
Wake County, North Carolina
S&ME Project No. 22350100
PHOTOGRAPH 5 I
' i i iEO
i* — =; '
VIEWING DIRECTION: West - 'E
DESCRIPTION/COMMENT: View of '� f .... •
S5 from the convergence with S5 , r" ,
facing upstream. v� v' _ ij
t _ yam r 1 {i: dy I
-
-
. Y �/ } �, �;` if a��•r_
`- '. I �`_
•
.-„�•
_ 71 R
`A' . , -
PHOTOGRAPH 6 c F �— 4„ ..
''
VIEWING DIRECTION: South 1 �
e 3,
is . •}s e:. tit"
1 }
y .� kh 0 6•., a yam.
DESCRIPTION/COMMENT: View of „� t` t�"`' �" � ' ±T
S7 facing south from Woods Creek _t ,'�. �, A. • =0 r 1
Rd. Impacts to stream are avoided. " {Fy ¢ �.-, ;+ s iqr ,1)" Wn
':' ', I S1 51 �'y' '. ' r s,3
-�4: _.`. #! 41- tea- ' _ r �`: `" F r :•
om:. '' ` .� ! 7.i - Y .
w s of
eiPC
f 511 ,, i 0.+. ' '..E,LB_ .. F'a''. 1 P i-• ..1 - r ,-...4�
lam - / ' 4 '. f - • • • �_ T . 'r .,-..4
�S',-:�LlT.-` .
3

SITE PHOTOGRAPHS
Dominion Energy North Carolina -Woods Creek Road
Gas Main Extension
Wake County, North Carolina
S&ME Project No. 22350100
PHOTOGRAPH 7 •
•
VIEWING DIRECTION: Northeast -
DESCRIPTION/COMMENT: View
along ROW on the Southwest side of
Woods Creek Rd facing northeast.
Representative of ROW conditions
west of Woods Creek Elementary " T' F
School.
Art
Alf
PHOTOGRAPH 8
•
VIEWING DIRECTION: East
u 'DESCRIPTION/COMMENT: View
facing east along Woods Creek Rd - - -. •
from the north side of the road. -
Representative of ROW conditions _ -
outside of Woods Creek Elementary • .•
School - _
4

Impact Exhibits and Typical Construction Details

Drawing path: t:\Energy\Projects\2022\22350100_denc_woods creek elementary school gas main extension_holly springs\4 Energy\CAD\DWG\stream-impacts\22350100_UNNAMED TRIBUTARY 53.dwg
WOODS CREEK ROAD
//7./
UNNAMED TRIBUTARY S3 IMFIACT
45,6 L.F.
306 SQ. FT.
0 007 ACRES
A
UNNAMED TRIBUTARY S3
CD1
NOTES:
1. EXISTING GRADE TO BE RESTORED TO
PRE -CONSTRUCTION CONDITIONS.
2. PROPOSED GAS PIPE TO BE INSTALLED
VIA OPEN CUT. IF FIELD CONDITIONS
ALLOW, GAS PIPE WILL BE INSTALLED
UNDER CULVERT.
3. EXISTING CULVERT PIPE INVERT IS
APPROXIMATED.
4. BASED ON ACTUAL FIELD
CONDITIONS, TIMBER MAT OR
EQUIPMENT BRIDGE MY BE USED.
SCALE: 1" = 20'
PROPOSED 8-;IN. DIA.
MDPE PIPET NE
N
TREE SAVE
AREA
0
PLAN
20
\
40
GRAPHIC SCALE (IN FEET)
III -7
STREAM IMPACT PERMIT
SCALE:
WOODS CREEK ELEMENTARY SCHOOL GAS MAIN EXTENSION
z
J
0
ce
V
2
H
ce
O
z
}
1-
z
0
V
w
1"=20'
DATE:
APRIL 1, 2022
PROJECT NUMBER
22350100
FIGURE NO.
CD1

Drawing path: t:\Energy\Projects\2022\22350100_denc_woods creek elementary school gas main extension_holly springs\4 Energy\CAD\DWG\stream-impacts\22350100_UNNAMED TRIBUTARY S5 & 56.dwg
/1Z,;? 4 'p°'17
,,#/ /4. sel
.,./
//„. „
NOTES:
1. EXISTING GRADE TO BE RESTORED TO
PRE -CONSTRUCTION CONDITIONS.
2. PROPOSED GAS PIPE TO BE INSTALLED
VIA OPEN CUT. IF FIELD CONDITIONS
ALLOW, GAS PIPE WILL BE INSTALLED
UNDER CULVERT.
3. EXISTING CULVERT PIPE INVERT IS
APPROXIMATED.
4. BASED ON ACTUAL FIELD
CONDITIONS, TIMBER MAT OR
EQUIPMENT BRIDGE MY BE USED.
FfA4/
TRIBUTkR 5 IMPACT
\ 0.0 L.F.
\337 Q. FT.
0.1308 A RES
UNNAMED
IBUTARY �6 IMPACT
���\48.1 L.F.
1,66Ek SQ. FT.
0.038\4CRES
l �
B
UNNAMED TRIBUTARY S5 & S6
CD2
SCALE: 1" = 20'
PIN: 0730330409
\ 7451 WOODS CREEK ROAD
II
0
PLAN
20
40
GRAPHIC SCALE
(IN FEET)
III
STREAM IMPACT PERMIT
z
O
L
z
w
1-
x
w
z
2
J
O
0
>-
w
w
J
w
w
V
0
O
0
WAKE COUNTY, NORTH CAROLINA
SCALE:
DATE:
APRIL 1, 2022
PROJECT NUMBER
22350100
FIGURE NO.
CD2
J

Drawing path: t:\Energy\Projects\2022\22350100_denc_woods creek elementary school gas main extension_holly springs\4 Energy\CAD\DWG\ESC\DETAILS\STREAM CROSSING - PRE CONSTRUCTION - DIST.dwg
STREAM BANK
LOD LOD
18-IN. COMPOST
FILTER SOCK
(REFER TO PLAN VIEWS)
LOD
20-FT. (NOTE 3)
18-IN. COMPOST
FILTER SOCK
TOP SOIL
z
L
0
1-
STREAMBED 20-FT. MIN.
OD LO
TOE OF BANK
ce
0
OD LO
PLAN VIEW
LIMITS OF D STURBANCE
(REFER TO PLAN VIEWS)
APPROXIMATE EXISTING
GROUND SURFACE
ORDINARY HIGH
STREAMBED SUBSTRATE J WATER MARK (OHWM)
CROSS-SECTION A -A'
GENERAL NOTES
1. REFER TO AUTHORIZED PERMITS FOR ADDITIONAL LOCAL, STATE, AND
FEDERAL BMP REQUIREMENTS.
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
TRENCHLINE EXCAVATION AND/OR SAFETY CONSIDERATIONS ARE
PERMISSIBLE.
4. INSTALL 18-IN. COMPOST FILTER SOCK A MINIMUM OF 20-FT. ON BOTH
SIDES OF THE LIMITS OF DISTURBANCE AND ALONG THE STREAMBANK
OR AS SHOWN ON PLAN VIEWS.
5. 18-IN. COMPOST FILTER SOCK SHALL REMAIN IN PLACE UNTIL
CONSTRUCTION ACTIVITIES ASSOCIATED WITH THE STREAM CROSSING
WILL TAKE PLACE.
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. 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.
III
STREAM CROSSING - PRE CONSTRUCTION
STREAM IMPACT PERMIT
WOODS CREEK ELEMENTARY SCHOOL GAS MAIN EXTENSION
z
J
0
c
V
2
1-
ce
0
z
1-
z
0
V
w
SCALE:
N.T.S.
DATE:
APRIL 1, 2022
PROJECT NUMBER
22350100
FIGURE NO.
CD3

Drawing path: t:\Energy\Projects\2022\22350100_denc_woods creek elementary school gas main extension_holly springs\4 Energy\CAD\DWG\ESC\DETAILS\STREAM CROSSING - BY-PASS PUMP - DIST.dwg
LOD
STREAM BANK
12-IN. COMPOST
FILTER SOCK
FILTER BAG
DEWATERING PUMP(S) WITH
SECONDARY CONTAINMENT
LOD
TRENCH DEWATERING HOSE(S) -
STREAMBED
ENERGY
DIFFUSER
LOD LO
2
1-
20-FT. MIN.
LOD
LOD
O
SCREEN
INTAKE
1
1
BY-PASS HOSE(S)
TRENCH
LIMITS OF D STURBANCE
(REFER TO PLAN VIEWS)
PROPOSED NATURAL
GAS PIPELINE
COFFER DAM
18-IN. COMPOST
FILTER SOCK
(REFER TO PLAN VIEWS)
LOD
20-FT. (NOTE 7)
LOD
z
O
a
0
1-
TOE OF BANK
0
PROPOSED NATURAL
GAS PIPELINE
18-IN. COMPOST FILTER SOCK
(REFER TO PLAN VIEWS)
TOP SOIL
LOD
LOD
SCREEN INTAKE
PLAN VIEW
1
5-FT. MIN.
COVER DEPTH
BY-PASS PUMP(S)
WITH SECONDARY
CONTAINMENT
CROSS-SECTION A -A'
STREAMBED SUBSTRATE
CROSS-SECTION B-B'
LOD
COFFER DAM
LOD
EXCAVATED
GROUND SURFACE
BOTTOM OF
TRENCHLINE
APPROXIMATE EXISTING
GROUND SURFACE
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 E&SC 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.
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 TRENCHLINE EXCAVATION AND/OR SAFETY CONSIDERATIONS ARE PERMISSIBLE.
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 E&SC MEASURES TO FACILITATE PIPELINE CONSTRUCTION.
10. CONTRACTOR TO CONDUCT WORK FROM THE STREAMBANKS ONLY, CROSSINGS ARE NOT PERMITTED. BEGIN
IN STREAM WORK 50 THAT 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 ENVIRONMENTAL
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.
13. BACKFILL SUBGRADE AFTER PIPELINE CONSTRUCTION WITHIN THE STREAM IS COMPLETE. THEN RESTORE
STREAM SUBSTRATE AND STREAMBANKS TO ORIGINAL CONTOURS TO FULLEST EXTENT PRACTICAL.
14. RE -INSTALL E&SC MEASURES PREVIOUSLY REMOVED FOR PIPELINE CONSTRUCTION WITHIN THE STREAM.
ADDITIONAL SITE -SPECIFIC E&SC MEASURES MAY BE NECESSARY IN ORDER TO PROTECT AFFECTED STREAMS
AND PREVENT VIOLATIONS OF WATER QUALITY STANDARDS.
15. OWNER'S DESIGNATED ENVIRONMENTAL 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 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. 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.
III -7
STREAM CROSSING - BY-PASS PUMP
STREAM IMPACT PERMIT
WOODS CREEK ELEMENTARY SCHOOL GAS MAIN EXTENSION
z
J
0
ce
V
2
1-
ce
0
z
1-
z
0
V
w
SCALE:
N.T.S.
DATE:
APRIL 1, 2022
PROJECT NUMBER
22350100
FIGURE NO.
CD4

Drawing path: t:\Energy\Projects\2022\22350100_denc_woods creek elementary school gas main extension_holly springs\4 Energy\CAD\DWG\ESC\DETAILS\STREAM CROSSING - BY-PASS PIPE - DIST.dwg
STREAM BANK
LOD LOD
12-IN. COMPOST
FILTER SOCK
n
FILTER BAG
DEWATERING PUMP(S) WITH
SECONDARY CONTAINMENT
TRENCH DEWATERING HOSE(S)
LOD
STREAM BED
LO
20-FT. MIN.
O
L
PROPOSED NATURAL
GAS PIPELINE
COFFER DAM
18-IN. COMPOST
FILTER SOCK
(REFER TO PLAN VIEWS)
LOD
20-FT. (NOTE 6)
LOD
PROPOSED NATURAL
GAS PIPELINE
TOP SOIL
BYPASS PIPE(S)
(NOTE 4)
z
0
w
O
LOD
LOD
LOD
BYPASS PIPE(S)
(NOTE 4)
TRENCH
LIMITS OF D STURBANCE
(REFER TO PLAN VIEWS)
LO
PLAN VIEW
2
5-FT. MIN.
COVER DEPTH
BYPASS PIPE(S)
(NOTE 4)
CROSS-SECTION A -A'
18-IN. COMPOST
FILTER SOCK
STREAMBED SUBSTRATE
CROSS-SECTION B-B'
LOD
COFFER DAM
LOD
EXCAVATED
GROUND SURFACE
BOTTOM OF
TRENCHLINE
APPROXIMATE EXISTING
GROUND SURFACE
GENERAL NOTES
1. REFER TO AUTHORIZED PERMITS FOR ADDITIONAL LOCAL, STATE, AND FEDERAL REQUIREMENTS.
MECHANICAL EQUIPMENT SHALL NOT OPERATE WITHIN STREAM(S) OR TRAVERSE STREAM(S).
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 E&SC MEASURES. DEWATERING
PUMP(S) SHALL BE PLACED WITHIN SECONDARY CONTAINMENT.
4. THE BYPASS PIPE(S) SHALL BE OF SUFFICIENT SIZE TO CONVEY STREAM BANK FULL FLOW. ALIGN BYPASS
PIPE(S) TO PREVENT STREAMBANI< EROSION AND STREAMBED SCOUR.
5. 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.
6. NO GRUBBING OR BELOW -GROUND VEGETATION REMOVAL SHALL OCCUR WITHIN 50-FT. OF TOP OF BANK.
GRUBBING IS ALLOWED FOR TRENCHLINE EXCAVATION AND/OR SAFETY CONSIDERATIONS ARE PERMISSIBLE.
7. 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.
8. TEMPORARILY REMOVE E&SC MEASURES TO FACILITATE PIPELINE CONSTRUCTION.
9. CONTRACTOR TO CONDUCT WORK FROM THE STREAMBANKS ONLY, CROSSINGS ARE NOT PERMITTED.
BEGIN IN STREAM WORK SO THAT 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
ENVIRONMENTAL REPRESENTATIVE.
10. CONTRACTOR SHALL ATTEMPT TO SEGREGATE STREAMBED SUBSTRATE FROM SUBGRADE.
11. DO NOT REMOVE BYPASS PIPE DURING TRENCHING, PIPE LOWERING, BACKFILLING ACTIVITIES, OR INITIAL
STREAMBED RESTORATION EFFORTS.
12. NO WASTES, SPOILS, SOLIDS OR FILLS WILL BE PLACED WITHIN STREAMS, WETLANDS OR RIPARIAN AREAS
BEYOND THE LIMITS OF DISTURBANCE.
13. BACKFILL SUBGRADE AFTER PIPELINE CONSTRUCTION WITHIN THE STREAM IS COMPLETE. THEN RESTORE
STREAM SUBSTRATE AND STREAMBANKS TO ORIGINAL CONTOURS TO FULLEST EXTENT PRACTICAL.
14. RE -INSTALL E&SC MEASURES PREVIOUSLY REMOVED FOR PIPELINE CONSTRUCTION WITHIN THE STREAM.
ADDITIONAL SITE -SPECIFIC E&SC MEASURES MAY BE NECESSARY IN ORDER TO PROTECT AFFECTED STREAMS
AND PREVENT VIOLATIONS OF WATER QUALITY STANDARDS.
15. OWNER'S DESIGNATED ENVIRONMENTAL 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 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. 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.
III -7
STREAM CROSSING - BY-PASS PIPE
STREAM IMPACT PERMIT
WOODS CREEK ELEMENTARY SCHOOL GAS MAIN EXTENSION
z
J
0
ce
V
2
1-
ce
0
z
1-
z
0
V
w
SCALE:
N.T.S.
DATE:
APRIL 1, 2022
PROJECT NUMBER
22350100
FIGURE NO.
CD5

Drawing path: t:\Energy\Projects\2022\22350100_denc_woods creek elementary school gas main extension_holly springs\4 Energy\CAD\DWG\ESC\DETAILS\STREAM CROSSING - POST CONSTRUCTION - DIST.dwg
18-IN. COMPOST
FILTER SOCK
(REFER TO PLAN VIEWS)
COIR BLANKET
(NAG C700BN)
LOD
'T ta_
TRENCH BREAKER J
•
•
LOD
LOD
LOD
RIPARIAN SEEDING AREA
RIPARIAN SEEDING AREA
18-IN. COMPOST
FILTER SOCK
INSTALLED NATURAL
GAS PIPELINE
COIR BLANKET
(NAG C700BN)
RESTORED STREAMBED SUBSTRATE
CROSS-SECTION A -A'
++
LOD
LOD
LOD
LIMITS OF D STURBANCE
(REFER TO PLAN VIEWS)
INSTALLED NATURAL
GAS PIPELINE
LOD
20-FT. MIN (TYP.)
COIR BLANKET (NAG C700BN)
(STREAM BANK + 10-FT.)
sD
is
CO
LL
OD
w
1-
COIR BLANKET (NAG C700BN)
STREAMBED (STREAM BANK + 10-FT.)
a
cc
12-IN.
COIR LOG
PLAN VIEW
12-IN.
COIR LOG
v
APPROXIMATE EXISTING
GROUND SURFACE
TOP SOIL
TRENCH
BREAKER
ORDINARY HIGH
WATER MARK (OHWM)
SUBGRADE BACKFILL
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, 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-LIFT (WRAPPED EARTH, AND LIVE
STAKES) 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 SITE -SPECIFIC STREAMBANK STABILIZATION MEASURES.
8. RE -INSTALL E&SC MEASURES PREVIOUSLY REMOVED FOR PIPELINE CONSTRUCTION
WITHIN THE STREAM. ADDITIONAL SITE -SPECIFIC E&SC 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 E&SC 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.
III -7
STREAM CROSSING - POST CONSTRUCTION
STREAM IMPACT PERMIT
WOODS CREEK ELEMENTARY SCHOOL GAS MAIN EXTENSION
z
J
0
ce
V
2
1—
ce
O
z
}
1—
z
0
V
w
SCALE:
N.T.S.
DATE:
APRIL 1, 2022
PROJECT NUMBER
22350100
FIGURE NO.
CD6

tension holly springs\4 Energy\CAD\DWG\ESC\DETAILS\TEMPORARY BRIDGE.dwg
Drawing path: t:\Energy\Projects\2022\22350100_denc_woods creek elementary school gas ma
WOVEN
GEOTEXTILE (TYP.)
1 LAYER OF WOVEN
GEOTEXTILE (SEE NOTE 8)
12-IN. WATTLE
(TYP.)
■
UNDISTURBED STREAM BANK
ORDINARY HIGH WATER MARK (OHWM) J
SEE NOTE 5
TIMBER MATS
(SEE NOTE 3)
(TYP.)
TOP OF BANK
BRIDGE SECTION VIEW
I
TIMBER MATS
(SEE NOTE 3)
(TYP.)
2 LAYERS OF
12-OZ. NON -WOVEN
GEOTEXTILE
(SEE NOTE 7)
(TYP.)
12-IN. WATTLE
(TYP.)
WOVEN GEOTEXTILE (TYP.) -
PLAN VIEW
INSTALL STABLE
APPROACH
RAMP/TIMBER MAT
(IF NECESSARY)
DECK WIDTH VARIES
BASED ON EQUIPMENT WIDTH
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.)
U
CROSS-SECTION A -A
12-IN. WATTLE
(TYP.)
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.
RUNNERS ARE TO BE INSTALLED AT OUTER EDGE OF BRIDGE DECKING HOOK HOLES.
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 AND COVER HOOK HOLES 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.
9. NON -WOVEN AND WOVEN GEOTEXTILE WILL BE INSTALLED ON ALL TIMBER MATS
ASSOCIATED WITH THE TEMPORARY BRIDGE INCLUDING APPROACH TIMBER MATS
WITHIN THE 50-FT. E&SC BUFFER ZONE.
10. THE CONTRACTOR SHALL CLEAR SEDIMENT DEPOSITED ON BRIDGES PRIOR TO
REMOVING.
11. REMOVE TEMPORARY EQUIPMENT BRIDGES IN AREAS WHERE TRAVEL LANE IS NO
LONGER REQUIRED.
12. TEMPORARY EQUIPMENT BRIDGES ARE TO BE REMOVED IN REVERSE ORDER OF
INSTALLATION.
13. TEMPORARY EQUIPMENT BRIDGES SHALL BE REMOVED SLOWLY AND CAREFULLY TO
MINIMIZE SEDIMENT FALLING FROM THE BRIDGE DURING REMOVAL OPERATIONS.
14. APPLY SOIL AMENDMENTS, NATIVE RIPARIAN SEED, AND COIR MATTING TO FORMER
TEMPORARY EQUIPMENT BRIDGE LOCATIONS WITHIN RIPARIAN SEEDING AREAS IN
ACCORDANCE WITH THE NATIVE RIPARIAN AREA SEEDING SPECIFICATIONS.
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.
III -7
TEMPORARY BRIDGE
STREAM IMPACT PERMIT
WOODS CREEK ELEMENTARY SCHOOL GAS MAIN EXTENSION
z
J
0
ce
V
1-
ce
O
z
1-
z
0
V
w
SCALE:
N.T.S.
DATE:
APRIL 1, 2022
PROJECT NUMBER
22350100
FIGURE NO.
CD7

Drawing path: t:\Energy\Projects\2022\22350100_denc_woods creek elementary school gas main extension_holly springs\4 Energy\CAD\DWG\ESC\DETAILS\TIMBER_MAT.dwg
T
\/Vx\
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GEOTEXTILE FABRIC
(OR APPROVED
EQUIVALENT)
WETLA
BOUND!
18-IN. DIAMETER FILTREXX® SILTSOXXTM
(SEE NOTE 2)
WETLAND
12-IN. DIAMETER FILTREXX® SILTSOXXTM
(SEE NOTE 8)
n n n n n
L
,‘›
TIMBER MAT SECTION VIEW
n n
18-IN. DIAMETER
FILTREXX® SILTSOXXTM
(SEE NOTE 2)
\ \/ \\/
\//,//\//'
W W W W W W W W W W W
W W W W W W W W W W
• " WETLAND
`" W W W W W
GEOTEXTILE FABRIC
(OR APPROVED EQUIVALENT)
.Y W .L .Y W W .Y • .Y W W .L .Y W W W .Y .Y W .L .Y .Y .Y
t SS ATP.
i 1 ovii • I 44.4'404$ 0 4 •
18-1
FILT
/
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(SE
FILT
FILT
(SEf
TIM
ND
kRY
(TYI
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NO
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®
®
■ ® ®
®
®
®
®
®
®
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l fl_ET "AIKI
PLAN VIEW
A'
TIMBER MAT MAINTENANCE
1. INSPECT EVERY 7 CALENDAR DAYS AND WITHIN 24-HOURS AFTER EACH
RAINFALL EVENT THAT PRODUCES 1-INCH OR MORE OF PRECIPITATION IN 24
HOURS.
2. TIMBER MATS AND ALL OTHER MATERIALS SHALL BE COMPLETELY REMOVED
DURING FINAL CLEAN-UP. REMOVAL OF THIS STRUCTURE IS NOT CONTINGENT
UPON ESTABLISHMENT OF PERMANENT VEGETATION.
N. DIAMETER
REXX® SILTSOXXTM
NOTE 2)
N. DIAMETER
REXX ® SILTSOXXTM
NOTE 8)
BER MATS
PING BOLT
TCH
E NOTE 9)
VARIES
12-IN. DIAMETER FILTREXX® SILTSOXXTM
(SEE NOTE 8)
TIMBER MAT WORK AREA
DIMENSIONS VARY
BASED ON EQUIPMENT REQUIREMENTS
TIMBER MATS (TYP.)
10-FT. MIN.
/// ///�\//�\� /////\ . //\
/\/\/\/\//,
WETLAND
CROSS-SECTION A -A
WETLAND BOUNDARY
TIMBER MAT NOTES
1. TIMBER EQUIPMENT MATS SHALL EXTEND A MINIMUM OF 10 FEET OUTSIDE OF
WETLAND BOUNDARIES.
2. FILTREXX® SILTSOXXTM SHALL BE INSTALLED 4-FT. FROM THE EDGE OF THE TIMBER
MATS AND ADJACENT TO THE UNDISTURBED WETLANDS.
3. INSTALL TIMBER MATS IN WORK AREA AS NEEDED. POSITION A SERIES OF TIMBER
MATS AS NEEDED TO CREATE A SAFE, FLAT WORK AREA. MATS SHALL BE POSITIONED
TO BUTT UP AGAINST EACH OTHER.
4. TIMBER MATS SECTIONS ARE TYPICALLY ATTACHED.
5. USE ADDITIONAL TIMBER MAT LAYERS TO RAISE WORK AREA ABOVE GRADE WHERE
POOR SOIL CONDITIONS EXIST. ATTEMPT TO USE NO MORE THAN TWO (2) LAYERS IN
WETLANDS.
6. EROSION CONTROL DEVICES SHALL BE INSTALLED ADJACENT TO TIMBER MATS AS
SHOWN ON PLAN DRAWINGS.
7. DURING TIMBER MAT INSTALLATION CONTRACTOR SHALL PREVENT THE
INTRODUCTION OF UPLAND SOILS OR OTHER MATERIALS INTO WETLANDS.
8. A 12-IN. DIAMETER FILTREXX® SILTSOXXTM SHALL BE INSTALLED ALONG THE
PERIMETER OF THE TIMBER MAT WORK AREA. OAK OR OTHER DURABLE HARDWOOD
STAKES 2-IN. X 2-IN. IN CROSS SECTION SHOULD BE DRIVEN VERTICALLY PLUMB,
THROUGH THE CENTER OF THE COMPOST SOCK AT EACH OF THE TIMBER MAT LIFTING
BOLT NOTCH LOCATIONS. STAKES SHOULD BE DRIVEN TO A MINIMUM DEPTH OF 12
INCHES, WITH A MINIMUM OF 3 INCHES PROTRUDING ABOVE THE FILTREXX®
SILTSOXXTM.
9. TIGHTLY PACKED SILT FENCE SHALL BE PLACED INTO EXPOSED LIFTING BOLT NOTCH
LOCATIONS UNTIL FLUSH WITH TIMBER MAT. COVER REMAINDER OF EXPOSED LIFTING
BOLT NOTCH LOCATIONS WITH GEOTEXTILE FABRIC OR APPROVED EQUIVALENT.
10. CLEARING IN WETLANDS MUST BE CONDUCTED WITH AS MINIMAL DISTURBANCE AS
PRACTICAL. WHEN USING MECHANIZED EQUIPMENT; TIMBER MATS, COMPOSITE
MATS, LOW -GROUND PRESSURE EQUIPMENT, OR OTHER MEASURES MUST BE UTILIZED
TO PREVENT THE MIXING OF TOPSOIL AND SUBSOIL.
11. GRUBBING OR BELOW GROUND VEGETATION REMOVAL SHALL BE LIMITED TO THAT
NECESSARY FOR INSTALLATION OF TIMBER MATS FOR WORK AREA, TRENCH, AND
SAFETY.
III -7
TIMBER MAT
STREAM IMPACT PERMIT
WOODS CREEK ELEMENTARY SCHOOL GAS MAIN EXTENSION
z
J
0
cc
ce
V
2
O
z
1-
z
0
V
w
SCALE:
N.T.S.
DATE:
APRIL 1, 2022
PROJECT NUMBER
22350100
FIGURE NO.
CD8

NCNHP and USFWS IPaC reports

2/3/22, 11:12 AM IPaC: Explore Location resources
IPaC
U.S. Fish & Wildlife Service
IPaC resource list
This report is an automatically generated list of species and other resources such as critical habitat
(collectively referred to as trust resources) under the U.S. Fish and Wildlife Service's (USFWS)
jurisdiction that are known or expected to be on or near the project area referenced below. The list
may also include trust resources that occur outside of the project area, but that could potentially be
directly or indirectly affected by activities in the project area. However, determining the likelihood and
extent of effects a project may have on trust resources typically requires gathering additional site -
specific (e.g., vegetation/species surveys) and project -specific (e.g., magnitude and timing of proposed
activities) information.
.ti
Below is a summary of the project information you provided and contact information for the USFWS
office(s) with jurisdiction in the defined project area. Please read the introduction to each section that
follows (Endangered Species, Migratory Birds, USFWS Facilities, and NWI Wetlands) for additional
information applicable to the trust resources addressed in that section.
rk
Project information
NAME
Woods Creek Elementary School Gas Main ExtensioU1/4)‘
LOCATION
Wake County, North Carolina
t -o
DESCRIPTION
Some(Woods Creek Elementary School Gas Main Extension)
Local office
Raleigh Ecological Services Field Office
k. [phone]
https://ipac.ecosphere.fws.gov/project/ERR4YQO6ZBEYLGG2CUJXMUW074/resources#facilities 1/13

2/3/22, 11:12 AM
fi [phone]
IPaC: Explore Location resources
MAILING ADDRESS
Post Office Box 33726
Raleigh, NC 27636-3726
PHYSICAL ADDRESS
551 Pylon Drive, Suite F
Raleigh, NC 27606-1487
\40,c 0004C)'
https://ipac.ecosphere.fws.gov/project/ERR4YQO6ZBEYLGG2CUJXMUW074/resources#facilities 2/13

2/3/22, 11:12 AM IPaC: Explore Location resources
Endangered species
This resource list is for informational purposes only and does not constitute an analysis of project
level impacts.
The primary information used to generate this list is the known or expected range of each species.
Additional areas of influence (AOI) for species are also considered. An AOI includes areas outside of
the species range if the species could be indirectly affected by activities in that area (e.g., placing a
dam upstream of a fish population even if that fish does not occur at the dam site, may indirectly
impact the species by reducing or eliminating water flow downstream). Because species can move,
and site conditions can change, the species on this list are not guaranteed to be found on or near the
project area. To fully determine any potential effects to species, additional site -specific and project -
specific information is often required.
Section 7 of the Endangered Species Act requires Federal agencies to "request of the Secretary
information whether any species which is listed or proposed to be listed may be present in the area of
such proposed action" for any project that is conducted, permitted, funded, or licensed by any Federal
agency. A letter from the local office and a species list which fulfills this requirement can only be
obtained by requesting an official species list from either the Regulatory Review section in IPaC (see
directions below) or from the local field office directly.
For project evaluations that require USFWS concurrence/review, please return to the IPaC website and
request an official species list by doing the following:
1. Log in to IPaC.
2. Go to your My Projects list. Yr‘'
3. Click PROJECT HOME for this project.
4. Click REQUEST SPECIES LIST.
Listed species and their critical habitats are managed by the Ecological Services Program of the U.S.
Fish and Wildlife Service (USFWS) and the fisheries division of the National Oceanic and Atmospheric
Administration (NOAA Fisheries ).
Species and critical habitats under the sole responsibility of NOAA Fisheries are not shown on this list.
Please contact NOAA Fisheries for species under their jurisdiction.
1. Species listed under the Endangered Species Act are threatened or endangered; IPaC also shows
species that are candidates, or proposed, for listing. See the listing status page for more
information. IPaC only shows species that are regulated by USFWS (see FAQ).
2. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the
National Oceanic and Atmospheric Administration within the Department of Commerce.
The following species are potentially affected by activities in this location:
Birds
NAME STATUS
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Monarch Butterfly Danaus plexippus IliCandidate
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/9743
IIIIIIIIIN)I1111.1.-
Flowering Plants
NAME- CP\IS STATUS
2_
Michaux's Sumac Rhus michau�xii
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws,gov/gcp/species/5217
41114 II 11
Critical habitats
Red -cockaded Woodpecker Picoides borealis
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/sorcies/7614
Fishes
Endangered
NAME STATUS
Cape Fear Shiner Notropis mekistocholas
Wherever found
There is final critical habitat for this species. The location of the critical
habitat is not available.
https://ecos.fws.gov/ecp/species/6063
Endangered
Insects
NAME STATUS ,N41:14
Endangered
0‘4
Potential effects to critical habitat(s) in this location must be analyzed along with the endangered
species themselves.
THERE ARE NO CRITICAL HABITATS AT THIS LOCATION.
Vigratory birds
Certain birds are protected under the Migratory Bird Treaty Act1 and the Bald and Golden Eagle
Protection Acts.
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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 Art of 1918.
2. The Bald and Golden Fagle Protection Art of 1940.
Additional information can be found using the following links:
• Birds of Conservation Concern http•//www fws goy/birds/management/managed-species/
birds -of -conservation -concern php
• Measures for avoiding and minimizing impacts to birds
http://www.fws.gov/birds/management/project-assessment-tools-and-guidance/
conservation-measures.php
• Nationwide conservation measures for birds
http://www.fws,gov/migratorybirds/pdf/management/nationwidestandardconser t. nmeasures.pdf
The birds listed below are birds of particular concern either because they occur on the '
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 F-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
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 (IFA
BREEDING SEASON IS INDICATED
FOR A BIRD ON YOUR LIST, THE
BIRD MAY BREED IN YOUR
PROJECT AREA SOMETIME WITHIN
THE TIMEFRAME SPECIFIED,
WHICH IS A VERY LIBERAL
ESTIMATE OF THE DATES INSIDE
WHICH THE BIRD BREEDS ACROSS
ITS ENTIRE RANGE. "BREEDS
ELSEWHERE" INDICATES THAT THE
BIRD DOES NOT LIKELY BREED IN
YOUR PROJECT AREA.)
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Bald Eagle Haliaeetus leucocephalus
This is not a Bird of Conservation Concern (BCC) in this area, but
warrants attention because of the Eagle Act or for potential
susceptibilities in offshore areas from certain types of development or
activities.
https•//erns fws.gnv/erp/species/1 h7h
King Rail Rallus elegans
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
https•//erns fws.gnv/ecp/species/ScRh
Prairie Warbler Dendroica discolor
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
Prothonotary Warbler Protonotaria citrea
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
Red-headed Woodpecker Melanerpes erythrocephalus
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
Rusty Blackbird Euphagus carolinus
4 1(b)
This is a Bird of Conservation Concern (BCC) only in particular Bird
Conservation Regions (BCRs) in the continental USA
Wood Thrush Hylocichla mustelina
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
Breeds Sep 1 to Jul 31
Breeds May 1 to Sep 5
Breeds May 1 to Jul 31
.106
„,3
Breeds Apo J11.31
ov\ rib
Breeds May 10 to Sep 10
Breeds elsewhere
Breeds May 10 to Aug 31
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 ( )
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
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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.
To see a bar's probability of presence score, simply hover your mouse cursor over the bar.
Breeding Season ( ) k
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) N
Vertical black lines superimposed on probability of presence bars indicate the number of surveys
performed for that species in the 10km grid cell(s) your project area overlaps. The number of surveys
is expressed as a range, for example, 33 to 64 surveys.
To see a bar's survey effort range, simply hover your mouse cursor over the bar.
No Data ( )
A week is marked as having no data if there were no survey events for that week.
Survey Timeframe
Surveys from only the last 10 years are used in order to ensure delivery of currently relevant
information. The exception to this is areas off the Atlantic coast, where bird returns are based on all
years of available data, since data in these areas is currently much more sparse.
SPECIES
probability of presence breeding season i survey effort no data
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
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Bald Eagle
Non -BCC
Vulnerable (This is
not a Bird of
Conservation
Concern (BCC) in
this area, but
warrants attention
because of the
Eagle Act or for
potential
susceptibilities in
offshore areas
from certain types
of development or
activities.)
King Rail
BCC Rangewide
(CON) (This is a
Bird of
Conservation
Concern (BCC)
throughout its
range in the
continental USA
and Alaska.)
Prairie Warbler
BCC Rangewide
(CON) (This is a
Bird of
Conservation
Concern (BCC)
throughout its
range in the
continental USA
and Alaska.)
Prothonota
Warbler
C Rang
ON) (This i
Bird of
Conservation
Concern (BCC)
throughout its
range in the
continental USA
and Alaska.)
+111 11+1 +111 ++++ ++++ ++++ 1+-1
IMMM MMMM ==== MMMM
Al 1111 1111
114
±÷ ngl 1111 1111 1111 1÷±
+++++ .41\
14
+++ +++• 1111 tis#+Cl>#
++ ++
++-+
cp
Ick
- ++_1 1111 1111
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Red-headed
Woodpecker
BCC Rangewide
(CON) (This is a
Bird of
Conservation
Concern (BCC)
throughout its
range in the
continental USA
and Alaska.)
Rusty Blackbird
BCC - BCR (This is a
Bird of
Conservation
Concern (BCC) only
in particular Bird
Conservation
Regions (BCRs) in
the continental
USA)
Wood Thrush
BCC Rangewide
(CON) (This is a
Bird of
Conservation
Concern (BCC)
throughout its
range in the
continental USA
and Alaska.)
1111 1111
II-+
II
—
IPaC: Explore Location resources
1111 1111 1111 1111 1111 II -I 1111 1111 1111 111+
•+—++�+
—
+�— +
-c\CP‘
11-1 _111 1-,1 ++—ciscs
—
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 Rirrls of Cnncervatinn C'nnrarn (RCC) 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 Knn AAPrdge Network
.(AKN) The AKN data is based on a growing collection of qi ir\/ey, hanriing, And riti7Pn crienre rdata'Pts 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
(Fagie Art requirements may apply), or a species that has a particular vulnerability to offshore activities or
development.
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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 PhPnnIngy Tnnl
What does IPaC use to generate the probability of presence graphs for the migratory birds potentially occurring
in my specified location?
The probability of presence graphs associated with your migratory bird list are based on data provided by the Avian
Knnvwledge Netwnrk (AKN) This data is derived from a growing collection of cl Irvey, handing, and riti7en crienre
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?
onik
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 I ah of lrnithningy Nentrnpiral Rirrds 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.
\ps)
What are the levels of concern for migratory birds?
Plimr\
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 Fag e Art 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.
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 Dieing Bird ctl Idy and the nanntag_ctl Idles or contact r'alPh Crieg I or Pam Loring
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What if I have eagles on my list?
If your project has the potential to disturb or kill eagles, you may need to ohtain 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.
Facilities
National Wildlife Refuge lands
Any activity proposed on lands managed by the National Wildlife Refuge system must undergo a
'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to
discuss any questions or concerns.
THERE ARE NO REFUGE LANDS AT THIS LOCATION.
Fish hatcheries
THERE ARE NO FISH HATCHERIES AT THIS LOCATION.
Wetlands in the National Wetlands Inventory
Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section 404 of
the Clean Water Act, or other State/Federal statutes.
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For more information please contact the Regulatory Program of the local U.S. Army Corps of Engineers
District.
Please note that the NWI data being shown may be out of date. We are currently working to update
our NWI data set. We recommend you verify these results with a site visit to determine the actual
extent of wetlands on site.
This location overlaps the following wetlands:
FRESHWATER FORESTED/SHRUB WETLAND
PFO1 A
FRESHWATER POND
PUBHh
104
RIVERINE
R4SBC
R5UBH 04c\O
cii
A full description for each wetland code can be found at the National W n n ory website
Data limitations
The Service's objective of mapping wetlands and deepwater habitats is to produce reconnaissance level information
on the location, type and size of these resources. The maps are prepared from the analysis of high altitude imagery.
Wetlands are identified based on vegetation, visible hydrology and geography. A margin of error is inherent in the use
of imagery; thus, detailed on -the -ground inspection of any particular site may result in revision of the wetland
boundaries or classification established through image analysis.
The accuracy of image interpretation depends on the quality of the imagery, the experience of the image analysts, the
amount and quality of the collateral data and the amount of ground truth verification work conducted. Metadata
should be consulted to determine the date of the source imagery used and any mapping problems.
Wetlands or other mapped features may have changed since the date of the imagery or field work. There may be
occasional differences in polygon boundaries or classifications between the information depicted on the map and the
actual conditions on site.
Vv
Data exclusions
Certain wetland habitats are excluded from the National mapping program because of the limitations of aerial
imagery as the primary data source used to detect wetlands. These habitats include seagrasses or submerged aquatic
vegetation that are found in the intertidal and subtidal zones of estuaries and nearshore coastal waters. Some
deepwater reef communities (coral or tuberficid worm reefs) have also been excluded from the inventory. These
habitats, because of their depth, go undetected by aerial imagery.
Data precautions
Federal, state, and local regulatory agencies with jurisdiction over wetlands may define and describe wetlands in a
different manner than that used in this inventory. There is no attempt, in either the design or products of this
inventory, to define the limits of proprietary jurisdiction of any Federal, state, or local government or to establish the
geographical scope of the regulatory programs of government agencies. Persons intending to engage in activities
involving modifications within or adjacent to wetland areas should seek the advice of appropriate federal, state, or
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local agencies concerning specified agency regulatory programs and proprietary jurisdictions that may affect such
activities.
\40,c 0004C''
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✓ ■■■
■■ If NC DEPARTMENT OF
■ ■N NATURAL AND CULTURAL RESOURCES
■ ■■■
February 3, 2022
Rebeckah Sims
S&ME
2016 Ayrsley Town Blvd., Suite 2-A
Charlotte, NC 28273
RE: Woods Creek Elementary School Gas Main Extension 22350100
Dear Rebeckah Sims:
Roy:Cooper, Governor
11 Reid Wilson, Secretary
Misty Buchanan
Deputy Director, Natural I1 Iitage??rag am
NCNHDE-17053
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, and/or conservation/managed areas within the proposed project
boundary. These results are presented in the attached `Documented Occurrences' tables and map.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is documented within the project area or indicated within a one -mile
radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service
(USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Di rectory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional
correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund
easement, or an occurrence of a Federally -listed species is documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at [e-mail] or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AP4D CULTURAL RESOURCES
C) 121 W. JONES STREET. RALEi•G NC 27.603 • 1GS1 MAIL SERVICE CENTER_RALEIGIH, NC 27699.
. OFC 919,70'9120 • FAX T9,7079.121

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
Woods Creek Elementary School Gas Main Extension
Project No. 22350100
February 3, 2022
NCNHDE-17053
No Element Occurrences are Documented within the Project Area
There are no documented element occurrences (of medium to very high accuracy) that intersect with the project area. Please note, however, that although the
NCNHP database does not show records for rare species within the project area, it does not necessarily mean that they are not present; it may simply mean that
the area has not been surveyed. The use of Natural Heritage Program data should not be substituted for actual field surveys if needed, particularly if the project
area contains suitable habitat for rare species. If rare species are found, the NCNHP would appreciate receiving this information so that we may update our
database.
No Natural Areas are Documented within the Project Area
Managed Areas Documented Within Project Area*
Managed Area Name Owner
Harris Game Land Duke Energy
Owner
Private
NOTE: If the proposed project intersects with a conservation/managed area, please contact the landowner directly for additional information. If the project intersects with a Dedicated Nature Preserve
(DNP), Registered Natural Heritage Area (RHA), or Federally -listed species, NCNHP staff may provide additional correspondence regarding the project.
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.ora/help. Data query generated on February 3, 2022; source: NCNHP, Q4, January 2022.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 4

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Woods Creek Elementary School Gas Main Extension
Project No. 22350100
February 3, 2022
NCNHDE-17053
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name Element Accuracy Federal State Global State
Group Observation Occurrence Status Status Rank Rank
Date i Rank j • MI i
Dragonfly or 32043 Coryphaeschna ingens Regal Darner 2004-Pre H? 5-Very Significantly G5 S2?
Damselfly Low Rare
Reptile 35478 Ophisaurus attenuatus Slender Glass Lizard 1986-09-21 H 3-Medium Significantly G5 S1
Rare
No Natural Areas are Documented Within a One -mile Radius of the Project Area
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Narn1111 Owner Owner Type
Harris Game Land Duke Energy Private
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.ora/help. Data query generated on February 3, 2022; source: NCNHP, Q4, January 2022.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
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NCNHDE-17053: Woods Creek Elementary School Gas Main Extension
February 3, 2022
▪ Project Boundary
❑ Buffered Project Boundary
Managed Area (MAREA)
1:26,938
Q 0.225 0.45
0 0.35 0.7
0.9 m1
1.4 km
Sources: Esn, HERE. Garrrin, Interrrap, increment P Corp, GESCO, USGS.
FAO, NPS. HRCAN, GeoBase, IGN, Kadastel NL, Ordnance Survey. Esri Japan.
MET'. Esr China (Hong Kong}. (c) CpenSrreelhlap corEbutors, and the GIS
User Community
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General Restoration Plan

Restoration Plan
Dominion Energy North Carolina
Woods Creek Road Gas Main Extension
Wake 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 wetlands and streams. This plan entails restoration of temporarily -disturbed areas to their original
contours and conditions to the degree practicable upon project completion. Unless otherwise authorized by
the appropriate permits, no fills or spoils of any kind will be permanently placed within wetlands or along the
streambanks. Further, disturbed wetland areas and 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 and conditions. Excavated material shall be returned to the trench to the extent
possible, and remaining excess material relocated and retained on an upland site. Excavated topsoil 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 Table 1 below will be utilized within temporarily -disturbed
streambanks and riparian buffer areas.
Table 1: Riparian Seed Mix
Species
Name
Percentage Of Mix
. „ on
Agrostis perennans
Autumn bentgrass
15
Andropogon gerardii
Big bluestem
10
Coreopsis lanceolata
Lanceleaf coreopsis
10
Elymus virginicus
Virginia wildrye
20
Juncus effusus
Soft rush
5
Panicum virgatum
Switchgrass
15
Rudbeckia hirta
Blackeyed susan
10
Schizachyrium scoparium
Little bluestem
5
Sorghastrum nutans
Indian grass
5
Tripsacum dactyloides
Eastern gamagrass
5
Riparian seed mix is to be applied to all disturbed streambanks and buffer areas. The recommended
application rate: 20 pounds per acre.
The native seed mix identified in Table 2 below will be utilized within the temporarily -disturbed wetland
areas.

Table 2: Wetland Seed Mix
Common i
Percentag
Bidens aristosa
Showy tickseed
7
Carex vulpinoidea
Fox sedge
12
Dichanthelium clandestinum
Deertongue
8
Elymus virginicus
Virginia wildrye
20
Juncus effusus
Soft rush
4
Panicum dichotomiflorum
Smooth panicgrass
14
Panicum rigidulum
Redtop panicgrass
8
Panicum virgatum
Switchgrass
23
Polygonum pensylvanicum
Pennsylvania smartweed
2
Sparganium americanum
Eastern bur reed
2
Wetland seed mix is to be applied to the disturbed wetland areas. The recommended application rate: 20
pounds per acre. To provide quicker cover, the mixes specified in Tables 1 and 2 should also be augmented
with the appropriate cover/companion species, as identified in Table 3.
Table 3: Cover/Companion Crops
eum i.a.
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
15 lbs. / acre
Shorter rye; lasts about 2 years,
then dies out.
Urocloa ramose
Brown Top
Millet
Spring, Summer
15 lbs. / acre
Good germination; dies off with
frost; does not tolerate mowing.
Substitutions to the riparian and wetland seed mixes identified in this restoration plan may be made with
prior approval. Any substitutions shall consist of appropriate native species.
Additional information related to streambank and wetland restoration activities is included on the Typical
Stream and Wetland Crossing Details. Riparian and wetland seed mixes are available at:
Mellow Marsh Farm
1312 Woody Store
Road Siler City, North Carolina 27344
919-742-1200
www.mellowmarshfarm.com