20140667 Ver 1_Stream Call Request_20140616

..., NCDENR
{ �,-�Vgrth gR a Department of Environment and Natural Resources
Pat McCro John E. Skvarla, III
GovernorN11t$ Secretary
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DWQ Use Only: Project # it -0( 0
Stream Origin /Buffer Applicability Determination
Required Information
1. Owner Information (corporation /individual who is legally responsible for the property and its compliance)
la. Name(s) on Recorded Deed
Suzanne Herron
1b. Responsible Party (for L-C)
Piedmont Natural Gas
1c. Mailing Address
4720 Piedmont Row Drive, Charlotte, NC 28210
1d. Telephone Number
I Suzanne.herron @eli- Ilc.com
le. Email Address
5a. Name of project
2. Location of Project Site - please include the county, nearest named town and highway number:
Charles Blvd, Greenville, NC
3. Has anyone from DWQ visited the site?
Yes
Staff Name
RL Scheller
Date of Visit?
unknown
Additional Requested Information
4. Agent/Consultant Information (if applicable)
4a. Name, Company
Suzanne Herron
4b. Mailing address
1420 Donelson Pike, Suite A -12, Nashville, TN 37217
4c. Telephone no.
615 - 383 -6300
4d. Email address
I Suzanne.herron @eli- Ilc.com
5. Project and Site Information
5a. Name of project
Charles Blvd Gas Line Replacement
5b. County
Pitt
5c. Nearest Named Stream
Meeting House Branch
5d. River Basin
I Tar
5e. Provide a brief description of this project (attach site plan if available):
This project will replace an existing gas line under Charles Blvd. The existing gas line is in the bank of a potentially jurisdictional
ditch. Therefore, to tie the proposed gas line into the existing gas line the side of the ditch must be disturbed. Any flow in the ditch
will be pumped around the area of the work.
Please attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
If you are unable to locate either of these maps, please contact the Regional Office for assistance.
DWQ Use Only: Is this stream call for the purpose of: _ buffer mitigation _ nutrient offset credit
Please return form to: Anthony Scarbraugh
943 Washington Square Mall Note: Submittals on Friday after 12:00 pm
Washington, NC 27889 will be stamped as received on the
Fax: [phone] next business day.
Email: anthony.scarbraugh @ ncdenr.gov
Division of Water Resources - Water Quality Regional Operations Section - Washington Regional Office
943 Washington Square Mall, Washington, NC 27889
Phone: [phone] Fax: [phone] Internet: www.ncdenr.qov
An Equal Opportunity 1 Affirmative Action Employer- Made in part by recycled paper

Please contact Anthony Scarbraugh at (252) 946 -6481 if you have any questions.

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Scarbraugh, Anthony
From: Wescott, William G SAW <William.G.Wescott @usace.army.mil>
Sent: Thursday, June 12, 2014 1:58 PM
To: Suzanne Herron
Subject: RE: PNG - Charles Blvd project, Greenville, Pitt County
Suzanne,
In response to our phone conversation a few moments ago, I understand that your proposed utility line project will have
less than 1 /10 acre of impact to Waters of the U.S. You are correct in your assessment that the project is covered under
Nationwide Permit 12 without notification to the USACE. If anything changes or if I can be of further assistance then
please call.
William Wescott
- - - -- Original Message---- -
From: Suzanne Herron [ mailto:Suzanne.HerronCeDeli -llc com]
Sent: Friday, June 06, 2014 3:01 PM
To: Wescott, William G SAW
Cc: Suzanne Herron
Subject: [EXTERNAL] PNG - Charles Blvd project, Greenville, Pitt County
Mr. Wescott-
Attached is a cover letter and plans for a gas line project in Greenville. The project will impact less than 1 /10 of an acre
of potentially jurisdictional drainage ditch. Please let me know if you would like further coordination on this project.
Thanks!
Suzanne
Suzanne Herron, P.E., CPESC
Project Manager
Energy Land & Infrastructure, LLC (PLLC in NC)

1420 Donelson Pike, Suite A -12
Nashville, TN 37217
(615) 383 -6300 Office
(615) 477 -8286 Cell
Please note my new email address!
Suzanne.Herronc@eli- IIc.com < mailto :Suzanne.Herron(@eli- Ilc.com>
PRIVILEGED AND CONFIDENTIAL COMMUNICATION - This electronic transmission, including any attachments, may
contain confidential and /or privileged information. This communication is to be used only by the intended recipient. If
you received this email in error, please notify the sender and delete the email. Any disclosure, copying, distribution, or
use of information received in error is strictly prohibited.

11 June 2014
Suzanne Herron
1420 Donelson Pike
Suite A -12
Nashville, TN 37217
Dear Ms. Herron:
This letter report presents the findings of a preliminary jurisdictional wetland assessment
for the Charles Boulevard pipeline crossing site in Greenville, North Carolina. As
described in the following sections, the property contains potential wetlands and waters
that may be jurisdictional under the Clean Water Act (CWA). Please note that the
attached maps show approximate boundaries of potential jurisdictional features. In
order to determine the precise limits of jurisdiction, wetlands and waters should be
delineated and reviewed with the appropriate U.S. Army Corps of Engineers regulatory
field office.
General Site Description
The Charles Boulevard crossing site is located in Central Greenville, NC in a highly
urbanized landscape that has been heavily developed for residential and commercial
use. The wetland assessment area encompasses -400 linear ft of Charles Boulevard
and adjoining lands to the southwest ( -1 acre) and northeast ( -6 acres). The -1 -acre
southwestern area encompasses lawns and paved parking areas associated with road
front commercial development along Charles Boulevard. The -6 -acre northwestern area
encompasses residential apartment complexes and infrastructure associated with the
Oakmont Baptist Church; including paved parking lots, a stormwater treatment pond,
and lawns. Man -made drainage ditches run along the property boundaries that separate
the church and residential parcels.
Methods
Prior to entering the field, soil survey maps, aerial photographs, and USGS topographic
maps were evaluated for evidence of hydric soils, wetlands, and streams at the Charles
Boulevard crossing site. An on -site field investigation was conducted on 13 May 2014.
Potential jurisdictional wetlands and waters were evaluated in accordance with the 1987
Corps of Engineers Wetland Delineation Manual, the Regional Supplement to the Corps
of Engineers Wetland Delineation Manual: Atlantic and Gulf Coastal Plain Region
(Version 2.0), and the Corps of Engineers /EPA memorandum: Clean Water Act
Jurisdiction Following the U.S. Supreme Court's Decision in Rapanos v. United States
and Carabell v. United States (dated 12/02/08). In accordance with the Corps Manuals,
potential wetlands were evaluated for indicators of hydrophytic vegetation, hydric soils,
and wetland hydrology. Ditches were evaluated for the presence of an ordinary high
water mark and other indicators of sustained flow.

Results
Pre -Field Investiaation
According to the Soil Survey of Pitt County, soil types occurring on the property include
Coxville fine sandy loam and Lynchburg fine sandy loam (see attached map). Coxville
fine sandy loam is listed as a hydric soil by the Natural Resources Conservation Service
(NRCS), thus providing an indication that wetlands may occur on the property.
Lynchburg fine sandy loam is not listed as a hydric soil, but may contain small inclusions
of hydric Rains and Woodington soils. The USGS topographic quadrangle (Greenville
SE) does not show any blue -line stream features within the boundaries of the Charles
Boulevard crossing site.
Field Investigation
No potential jurisdictional wetlands or waters were observed within the boundaries of the
—1 -acre southwestern assessment area. The southwestern area encompasses
maintained lawn grasses and paved parking areas associated with road front
commercial development. The —6 -acre portion of the assessment area to the northeast
of Charles Boulevard encompasses portions of several parcels that have been
developed for residential and commercial use; including apartment complexes and the
Oakmont Baptist Church. A first order man -made drainage ditch enters the site at the
northwest boundary and flows southeast across the central portion of the northeastern
area. An additional first order ditch originates near the northeast site boundary and
flows to the southwest. The two ditches join near the center of the northeastern
assessment area, forming a second order tributary that flows southeast to the
assessment area boundary before continuing off -site. In total, —700 linear ft of ditches
are located within the assessment area.
Both of the ditches on the property appear to have an ordinary high water mark; thus
indicating that both ditches are potentially jurisdictional under the CWA. The ditches did
not contain standing water at the time of inspection and both appear to be non - relatively
permanent waters. Non - relatively permanent waters are jurisdictional only when there is
a significant nexus with traditional navigable waters. Although the outfall location is
unknown, the drainage system may discharge to Meeting House Branch, which is
located approximately 1,200 feet to the south. Such a connection would most likely
meet the criteria for a significant nexus with traditional navigable waters. While there do
not appear to be any abutting or adjacent wetlands along the ditches, the field evaluation
indicates a reasonable probability that the ditches would be considered jurisdictional
waters under the CWA. In addition to the ditches, a — 10,000 ft2 stormwater treatment
pond associated with the Oakmont Baptist Church also exhibits wetland characteristics.
However, the stormwater treatment pond appears to be a recently developed feature
constructed in uplands, thus indicating that the pond would be exempt and not
considered jurisdictional under the CWA.
Recommendations
Based on the results of the preliminary analysis, there is a reasonable probability that
the ditches described above would be considered jurisdictional under the CWA.
Therefore, it is recommended that a formal wetland Jurisdictional Determination be

obtained from the Wilmington District U.S. Army Corps of Engineers. The process of
obtaining a wetland determination from the Corps of Engineers is a multi -step process
requiring the support of environmental consultants and land surveyors. A qualified
consultant will fully evaluate the property, flag all jurisdictional wetlands and waters, and
complete routine wetland determination and Rapanos data forms. Once the flags are
surveyed by a registered land surveyor, the resulting wetland survey plat and wetland
data forms are submitted to the appropriate Wilmington District regulatory field office
along with a request for a wetland jurisdictional determination. The consultant will
conduct an on -site meeting with the Corps of Engineers representative to review the
wetland lines. Once the final wetland survey plat is approved and signed by the Corps
of Engineers, the plat can be used to quantify wetland impacts and determine the level
of permitting required for the project.
Please feel free to contact me if you have any questions or concerns regarding the
results of this assessment. If you decide to move forward with the project, Dial Coyly
and Associates would be pleased to provide additional wetland delineation and
permitting services.
Sincerely,
fie
Dial Cordy and Associates Inc.
Attachments
Potential Wetlands and Waters Map
Pitt County Soil Survey Map
Site Photographs

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3. Northwest view of first order ditch that enters site from the northwest. Looking upstream from the
intersection of the two first order ditches.

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5. Southeast view of second order ditch that continues southeast off the site, looking downstream from
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6. Northwest view of second order ditch.

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8. East view of first order ditch that enters the site from the north.

y, north view of first order ditch that enters the site from the north.

10. View west of the first order ditch that enters the site from the north.

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