20171122 Ver 2_Viablity Assessment Request_01-2019_20190121

ID#* 20171122
Select Reviewer:*
Katie Merritt
Initial Review
Completed Date
01/23/2019
Mitigation Project Submittal -1/21/2019
Version* 2
Is this a Prospectus, Technical Proposal or a New Site? *
Type of Mitigation Project:*
r Stream r Wetlands V Buffer V Nutrient Offset
(Select all that apply)
Project Contact Information
Company/Owner:* Restoration Systems, LLC
Contact Name:*
Raymond Holz
Project Information
Project Name: GUC
Project Type:* r DMS
f• Mitigation Bank
County: Pitt
Document Information
t: Yes r No
Email Address:*
[e-mail]
File Upload: GUC Viablity Assessment Request_01-2019.pdf 20.68MB
Rease upload only one RDF of the conplete file that needs to be subrritted...
Signature
Print Name:* Raymond Holz
Signature:

Restoration Systems
1101 Haynes Street, Suite 211
Raleigh, North Carolina 27604
919-755-9490
January 21, 2019
Sent via Laserfiche to: [e-mail]
Ms. Katie Merritt
NC Department of Environment and Natural Resources
Division of Water Resources - Wetland and Stormwater Branch
1650 Mail Service Center
Raleigh, NC 27699-1650
Subject: Buffer Mitigation & Nutrient Offset Site Viability Assessment Request
Proposed Buffer/Nutrient Bank Parcel (GUC Bank Parcel) Tar -Pamlico 03
Dear Ms. Merritt —
As previously discussed in person, Restoration Systems (RS) is working with the City of Greenville (City) on
developing portions of three parcels owned by the City into a buffer/nutrient offset mitigation site. Greene
Environmental Services, LLC was previously investigating the Parcel under the Site name Barber Creek. On
November 30th, 2018, the City signed a landowner authorization form allowing RS to act on behalf of the City
as their Agent for this project.
RS wrote the attached Viability Assessment Request with information gathered during Greene Environmental
Services consulting period, specifically a Nov. 22, 2017, On -Site Determination for Applicability to Tar -Pamlico
Riparian Buffer Rules letter, and an e-mail, sent from you to Jeff Becker (both are attached for reference).
Within that e-mail, there were three main concerns regarding the project at that time, existing utilities,
permits, and existing paths & roads. With RS's submittal of the attached Viability Assessment Request, RS
has attempted to respond to those issues. Upon your review of the attached information, we request an in-
person meeting to discuss the issues previously mentioned and moving the project forward.
Thank you for the time, and we look forward to speaking with you shortly.
Sincerely,
Raymond H.
Attachments:
- Site Permitting Documents (Greene Environmental)
- Site Viability Assessment Request and required attachments
- Preliminary Map of Record (showing existing easements and utility lines)
- Piedmont Natural Gas Company, Inc. (PNG) Permitting documents: PNG Lines 42, and 24
- Landowner Authorization Letter

Water R esources
ENVIRONMENTAL QUALITY
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
BUFFER MITIGATION WOR NUTRIENT OFFSET
SITE VIABILITY ASSESSMENT REQUEST
(Form must be complete and all attachments included to process request)
❑D BUFFER MITIGATION ❑x NUTRIENT OFFSET ❑ BOTH
Name
Raymond Holz
Company
Restoration Systems, LLC
Address
1101 Haynes St. Suite 211, Raleigh, NC 27607
Phone
[phone]
Email
[e-mail]
Do you have the right to access the property?
� YES ❑ NO
Proposed Site Name
GUC Buffer and Nutrient Offset Bank Parcel
Address
Aqua Road & Sunnyside Road
City
Greenville
County: Pitt
River Basin
Tar -Pamlico
8 -Digit HUC: 03020103
Sub -watershed (if in
Jordan Lake or Falls)
Will this be part of a stream or wetland project/bank?
❑ YES ❑X NO
PARCEL/SITE DETAILS
Has anyone from DWR or the USACE visited the site in the past 12 months? ❑X YES ❑ NO
Has a riparian buffer or stream call been performed by Division of Water Resources staff on the
subject site? (Chris Pullinger, Katie Merritt: 11-14-2017) ❑X YES ❑ NO
Is the project receiving any state or federal grant money?
❑ YES ❑X NO
Are there any State, Local or Federal Permits associated with the subject site? ❑X YES ❑ NO
Site parcels are subject to an existing 50' Piedmont Natural Gas Company, Inc. (PNG) Easement (D.B.
3075 Pg. 123-126 and D.B. 3075 Pg. 127-130), deeded January 25th, 2013 and October 30th, 2012
respectively (Figure 1). The existing easement if for PNG Line 42, DWR Permit No. 2012-1024 v7, and
runs roughly east to west across Site parcels.
Currently, PNG is permitting Line 24 (DWR Permit No. 2018-1640 v1) which when constructed, will
connect to Line 42 and run south, under the Tar -Pamlico River.
SEND COMPLETE REOUESTS TO:
NCDWR - 401 & Buffer Permitting
Branch
Attn: Katie Merritt
1617 Mail Service Center
Raleigh, NC 27699-1617
or by email to Katie.Merritt(ancdenr.gov

PARCEL/SITE ATTACHMENTS (provide items 1-4 as a separate attachment, not to exceed io
pages)
1. Historic Permitting Documents (Barber Creek)
2. Detailed description of the site including existing site conditions and Aerial Site Map;
3. Include a timeline of land uses and land use changes from 1990 -Present;
4. Most recent 1:24,000 scale USGS Topo Map showing the site; AND
5. Most recent published NRCS county soil survey showing site;
6. Historical imagery from 1978
7. Preliminary Map of Record
8. Permit Document Associated with PNG Line 42
9. Permit Documents Associated with PNG Line 24
10. Landowner Authorization Letter
1. Detailed Site/Parcel Description:
Project Location/ Ownership
The Site is located approximately 4 miles east of Greenville in Pitt County, NC (Figure 2) and within the
municipal boundaries of Greenville. The City of Greenville owns the parcels associated with the Site, which
have historically been used as agricultural fields by private landowners and as biosolid irrigation fields for
the City's Waste Water Treatment Plant. The Site is within the Tar -Pamlico River Basin (United States
Geological Survey (USGS) 8 -Digit Cataloging Unit (CU) 03020103) and specifically, in the 14 -digit USGS CU
03020103070030 (Figure 1, Appendix A). Below is a brief outline of parcel ownership.
Owner Name
D.B/Pg.
NC PIN#
Acreag
City of Greenville
J45 / 527
2147483648
72.04
City of Greenville
236/573
2147483648
160.96
City of Greenville
250/354
2147483648
341.58
Parcel Overview
The Site encompasses three parcels, totaling 574.58 acres of historic agricultural land and includes two
surface water conveyances with direct hydrologic connection to two unnamed tributaries which drain
immediately to the Tar -Pamlico River. A third unnamed tributary is also present onsite and connects to
an onsite tributary before entering the Tar -Pamlico River. Site features are further detailed on the
attached figures. On November 14th, 2017 Chris Pullinger and Katie Merritt of the NC DWR visited the site
to conduct an on-site determination for applicability to the Tar -Pamlico Riparian Buffer Rules. Figures
presented in this viability request for were developed using the letter written by Mr. David May regarding
the November 14th, 2017 site visit.
Parcel surface water conveyances and unnamed tributaries have been cleared of vegetation by historical
agricultural practices (See attached historical imagery from 1978) and maintained as cleared surface water
conveyances. Small pockets of disturbed forests do remain on Site; predominantly located near unnamed
tributary 3. Existing dirt roads, a powerline, and a small agricultural building are located on the property
and will either be outside of the proposed restoration areas, relocated, or removed completely.
Physiography

Floodplains and Low Terraces. Regional physiography is defined by large, sluggish rivers, deep -water
swamps, and some oxbow lakes. The alluvial deposits of the floodplains and terraces tend to have abrupt
textural changes (Griffith et al. 2002). Elevations within the Site range from 18 — 7 feet National Geodetic
Vertical Datum (NGVD).
Agricultural land and disturbed/fringe forests dominate the watershed. Surrounding area land use is
primarily row -crop agriculture, with some low-density residential housing and cattle pasture.
City of Greenville Waste Water Treatment Plant (WWTP) Use
The City of Greenville's Wastewater Treatment Plant is located at 240 Aqua Lane (approximately % mile
from the Site). The facility was originally built in 1985 as a 10.5 MGD, secondary treatment, activated
sludge plant. The facility was expanded in 1996 to tertiary treatment with a capacity of 17.5 MGD. The
expansion included Enhanced Biological Nutrient Removal, Biological Phosphorus Removal, Tertiary
Filtration, and Ultraviolet (UV) Disinfection prior to releasing effluent into the receiving stream (Tar -
Pamlico River) under NPDES Permit #NC0023931. Residuals are currently managed by aerobic digestion,
belt filter presses and beneficially composted offsite (Class A) by a third party contractor.
Historically, the treatment facility produced —1,400 dry tons of biosolids annually. Biosolids were irrigated
over the WWTP Farm acreage (^'330 Permitted — 700 Total) which was purchased in 1989 for this purpose.
From 1989 until 2004 biosolids were applied, coastal Bermuda and livestock were managed on the
property by Greenville Utilities Staff and farmers via annual lease agreements. This management strategy
worked effectively for many years. With increased requirements for land application based on plant
available nitrogen (PAN) and regulatory trends, land application of Class B biosolids became a more
challenging disposal option. In 2004, GUC elected to adopt a new biosolids management strategy and
ceased its biosolids land application program. The current management strategy utilizes a third -party
contractor, currently McGill Environmental, to haul dewatered biosolids to a regional composting facility
in Chatham County. The dewatered biosolids are composted with yard wastes, other biosolids, and
residual materials to generate a Class A compost product.
Timeline of Land Use
Period
Land Use
Pre 1989 Pasture / Agricultural
1989— 2004 Irrigated biosolids with livestock (Bermuda Grass)
Since 2004, Greenville Utilities has maintained the
property in it's 1989 — 2004 condition so if the WWTP
decided to irrigate biosolids waste again, it could.
2004—Present Coastal Bermuda grass has been maintained across
the site, select herbicides have been used to remove
noxious and invasive herbaceous species, surface
features have been maintained, and the irrigation
system has been kept in a working condition.

ATTACHMENTS
Buffer Mitigation & Nutrient Offset Site Viability Assessment Request
Proposed Buffer/Nutrient Bank Parcel (GUC Bank Parcel) Tar -Pamlico 03
Site Permitting Documents (Greene Environmental)
1. 2017-11-22 Stream Determination Letter
2. 1-16-2018 E-mail "Barber Creek Viability Update & Additional Info Req'd"

Water Resources
Environmental Quality
November 22, 2017
City of Greenville
ATTN: Mr. Jason Manning
Greenville Utilities Commission WWTP Supervisor
PO Box 7207
Greenville, North Carolina 27835
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
17-1122
PITT County
Subject: On -Site Determination for Applicability to Tar -Pamlico Riparian Buffer Rules (15A NCAC 02B .0259)
Subject Property/ Project Name: Barber Creek Mitigation Bank
Address/Location: Aqua Road and Sunnyside Road, Greenville, NC
Stream(s) Evaluated: UTs to Barber Creek (2); Stream Index # 28-98; Class C; NSW
UTs to Tar River (5); Stream Index # 28-94; Class C; NSW
Determination Date: November 14, 2017 Staff: Chris Pullinger, Katie Merritt
Determination Type:
Buffer:
Stream:
❑ Neuse (15A NCAC 02B.0233)
® Intermittent/Perennial Determination
® Tar -Pamlico (15A NCAC 02B.0259)
Stop@
❑ Catawba (15A NCAC 0213.0243)
USGS
Topo
❑ Jordan (15A NCAC 02B .0267) (governmental
#1
and/or interjurisdictional projects)
X
❑ Randleman (15A NCAC 02B.0250)
17-1122 #1 Start
❑ Goose Creek (15A NCAC 02B.0605-.0608)
X
Stream
E/I/P
*
Not
Subject
Subject
Start@
Stop@
Soil
Survey
USGS
Topo
17-1122
#1
ditch
X
17-1122 #1 Start
17-1122 #1 Stop
X
17-1122
#2
P
X
17-1122 #2 Start
17-1122 #2 Stop
X
X
17-1122
#5
ditch
X
17-1122 #5 Start
17-1122 #5 Stop
X
17-1122
#6
ditch
X
17-1122 #6 Start
17-1122 #6 E/I
X
X
17-1122
#6
1
X
17-1122 # 6 E/I
17-1122 #6 Stop
X
17-1122
#7
P
X
17-1122 #7 Start
17-1122 #7 Stop
X
X
17-1122
#8
1
X
17-1122 #8 Start
17-1122 #8 Stop
X
*E/1/P = Ephemeral/Intermittent/Perennial
The Division of Water Resources has determined that the streams listed above and included on the attached map
have been located on the most recent published NRCS Soil Survey of Beaufort County, North Carolina and/or the
most recent copy of the USGS Topographic map at a 1:24,000 scale and evaluated for applicability to the Tar -
Pamlico Riparian Buffer Rule. Each stream that is checked "Not Subject' has been determined to not be at least
intermittent or not present on the property. Streams that are checked "Subject' have been located on the
Nothing Compares.
State of North Carolina I Environmental Quality I Water Resources -Water Quality Regional Operations Section -Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889
252-946-6481

property and possess characteristics that qualify them to be at least intermittent streams. There may be other
streams or features located on the property that do not appear on the maps referenced above but may be
considered jurisdictional according to the US Army Corps of Engineers and subject to the Clean Water Act.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DWR may request a determination by the Director. An appeal
request must be made within sixty (60) calendar days of date of this letter to the Director in writing.
If sending via US Postal Service:
c/o Karen Higgins
DWR-401 & Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC27699-1617
If sending via delivery service (UPS, FedEx, etc.):
c% Karen Higgins
DWR-401 & Buffer Permitting Unit
512 N. Salisbury Street
Raleigh, NC27604
This determination is final and binding as detailed above, unless an appeal is requested within sixty (60) days.
This determination only addresses the applicability to the buffer rules and does not approve any activity
within the buffers. The project may require a Section 404/401 Permit for the proposed activity. Any
inquiries regarding applicability to the Clean Water Act should be directed to the US Army Corps of
Engineers Washington Regulatory Field Office at (910)-251-4629.
If you have questions regarding this determination, please feel free to contact Chris Pullinger at [phone].
Sincerely,,
oau-41V�)
David May, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: WaRO DWR File Copy
LASERFICHE
David Knowles, Greene Environmental Services (via e-mail: [e-mail])
Katie Merritt, DWR Central Office (via e-mail)
Gary Beecher, USACE Washington field office (via e-mail)
Jason Manning, GUC (via e-mail:[e-mail])
Nathaniel Thornburg DWR Central Office (via e-mail)

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Ray Holz
From:
Merritt, Katie <[e-mail]>
Sent:
Tuesday, January 16, 2018 3:54 PM
To:
Jeff Becker
Cc:
DAVID KNOWLES; Higgins, Karen; Pullinger, Robert C
Subject:
Barber Creek Viability Update & Additional Info Req'd
Hey Jeff,
I hope all is going well. This email serves as an update to the status of the viability assessment for the Barber Creek
site on land owned and maintained by GUC. The site visit on November 14, 2017 revealed too many known and
unknown site constraints that have led to the delay in providing GES with a Riparian Buffer & Nutrient Offset
Mitigation Viability Assessment. In order to complete my assessment of the subject site, I will need additional
information. Below, I have listed the site constraints that were observed on the property and the documentation
needed to complete my assessment of the site's viability to generate riparian buffer mitigation &/or nutrient
offsets:
1. UTILIES: Natural gas lines and other utility lines are present throughout the property both
underground and above -ground. Their specific locations and associated easements were unknown
at time of site visit. No digging, ripping of soil, or planting can occur within utility lines and
associated easements.
o Information Needed to complete viability assessment: Provide maps, plats, photos,
and other supporting documentation showing where all gas lines and other utility
lines are present both above ground and underground. Include the locations/widths
of all utility easements as well. Gas Lines must be marked by certified personnel
from the gas company. Include companies that own the utility easements and their
respective contact information.
2. PERMITS: State, Federal and/or Local permits may be associated with this property. Wetland
delineation flagging was observed onsite and gas lines were seen crossing wetlands. No knowledge
of permits obtained for impacts associated with streams, wetlands or buffers was provided
onsite. Therefore, DWR cannot determine if this site is in compliance for all impacts to streams,
wetlands or buffers associated with the gas lines.
o Information Needed to complete viability assessment: Provide a summary of all
State, Local and/or Federal Permits associated with this property that are relevant
for this viability assessment. Include all permits associated with stream, wetland
and/or buffer impacts as well as permits associated with gas lines. Include who
issued permits, who applied for the permits and include all approval letters from the
agencies who issued the permits.
3. EXISTING PATHS & ROADS: The City of Greenville owns this property and has used the land for
applying their biosolids associated with the WWTP. Therefore, existing dirt paths/roads are present
and are adjacent to ditches and streams onsite where mitigation would be proposed.
o Information Needed to complete viability assessment: Provide supporting figures
showing all dirt paths/roads that are intended to be moved or realigned if needed
for purposes of establishing a mitigation bank.
Upon receipt of all of the requested information above, I am hopeful we will have what we need to complete our
viability assessment review of the site. I apologize for the delay.
Thank you,
Katie
Katie Merritt
Nutrient Offset & Buffer Banking Coordinator
401 & Buffer Permitting Unit
North Carolina Department of Environmental Quality

Work: 919-807-6371
Website: http://portal.ncdenr.org/web/wq/401bufferpermitting
512 N. Salisbury Street, Raleigh, NC 27620
1617 Mail Service Center, Raleigh, NC 27699-1617
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

ATTACHMENTS
Buffer Mitigation & Nutrient Offset Site Viability Assessment Request
Proposed Buffer/Nutrient Bank Parcel (GUC Bank Parcel) Tar -Pamlico 03
Figures:
1. Aerial Site Map,
2. 1:24,000 scale USGS Topo Map showing the site,
3. NRCS county soil survey showing site,
4. Historical imagery from 1978

Surface
Conveyance #1
Legend
O
Site Features
Existing Utility Easements
Surface ti
D.B/Pg. Conveyance #2tunny Side Rd.
J45 / 527
• �'
# /
D.B/Pg.
g 250 / 354
236 / 573
Unnamed
Tributary #3
i F
e
RESTORATION SYSTEMS, LLC
N Figure 1:
Existing Site Conditions

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10
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7
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ATTACHMENTS
Buffer Mitigation & Nutrient Offset Site Viability Assessment Request
Proposed Buffer/Nutrient Bank Parcel (GUC Bank Parcel) Tar -Pamlico 03
Preliminary Map of Record

LEGEND:
ISS - IRON STAKE SET
• IRON STAKE SET WITH PLASTIC
YELLOW CAP
ECM - EXISTING CONCRETE MARKER
EIP - EXISTING IRON PIPE
ERRR - EXISTING RAILROAD RAIL
PTI - PINCHED TOP IRON
EA - EXISTING AXLE
EDS - EXISTING DRIVE SHAFT
EMN - EXISTING MAG NAIL
EDS - EXISTING DRIVE SHAFT
RPS - RANGE POLE SET
EMN - EXISTING MAG NAIL
MINIS - MAG NAIL SET
EIS - EXISTING IRON STAKE
EPP - EXISTING PUMP PIPE
PPS - PUMP PIPE SET
NMC - NON-MONUMENTED CORNER
R/W - RIGHT OF WAY
EOP - EDGE OF PAVEMENT
E/B - EASEMENT BOUNDARY
RCP - REINFORCED CONCRETE PIPE
UP - UTILITY POLE
M.B. - MAP BOOK
PB - PLAT BOOK
D.B. - DEED BOOK
PG. - PAGE
MW - MONITORING WELL
CONSERVATION
EASEMENT LINE
PROPERTY LINE
- - - - - TIE DOWN LINE
ADJOINER OR R/W LINE
TOP OF BANK
NEW 60'
F77,` ACCESS EASEMENT
2�EXISTING 50' GAS
ACCESS EASEMENT
UTILITY EASEMENT
STATE OF NORTH CAROLINA
COUNTY OF PITT
CORNER
DESCRIPTIONS
CORNER
DESCRIPTION
L1
S49°38'15"W
578.62'
No. 5 REBAR FLUSH WITH GRADE
O THRU O9
WITH PLASTIC YELLOW CAP
"CONSERVATION
L3
INSCRIBED:
426.97'
EASEMENT"
10 THRU 11
G THRU
1.0" O.D. IRON PIPE FLUSH WITH
L5
GRADE
70.07'
No. 5 REBAR FLUSH WITH GRADE
12 THRU 81
0 THIU (D
WITH PLASTIC YELLOW CAP
L7
INSCRIBED: "CONSERVATION
488.26'
EASEMENT"
82 THRU G
NON-MONUMENTED CORNER
L9
No. 5 REBAR FLUSH WITH GRADE
114 THRU 134
G
WITH PLASTIC YELLOW CAP
N50°46'02"E
INSCRIBED: "CONSERVATION
L11
EASEMENT"
135
1.0" O.D. IRON PIPE FLUSH WITH
N69°59'25"W
GRADE 0.5' BELOW WATER
136
NON-MONUMENTED CORNER
137 THRU 147
S
No. 5 REBAR FLUSH WITH GRADE
148
1.0" O.D. IRON PIPE 0.1' BELOW
L26
GRADE
149
NCGS MARKER (TYPICAL) "SIDE
N06°07'04"E
2001", PID-AJG042
S
1.0" O.D. IRON PIPE 0.1' BELOW
71.02'
GRADE
151
1.0" O.D. IRON PIPE FLUSH WITH
L30
GRADE ON TOP OF BANK OF DITCH
152 THRU 165
1.0" O.D. IRON PIPE FLUSH WITH
N00°48'16"W
GRADE
L32
No. 5 REBAR WITH BLUE PLASTIC
zoo
CAP INSCRIBED: "K2 DESIGN
CONTROL POINT" FLUSH WITH
N00°20'57"E
GRADE SUITABLE FOR GNSS
L34
OBSERVATIONS
Filed for registration at M. 2018 in the Register of Deeds
Office. Recorded in M. B. PG.
Register of Deeds By
STATE OF NORTH CAROLINA
COUNTY OF PITT
I, Review Officer of Pitt County, certify that the map or plat to which
this certification is affixed meets all statutory requirements for recording.
Date Review Officer
SURVEYORS CERTIFICATIONS
Surveyor's disclaimer: No attempt was made to locate any cemeteries, wetlands, hazardous material
sites, underground utilities or any other features above, or below ground other than those shown.
However, no visible evidence of cemeteries or utilities, aboveground or otherwise, was observed by
the undersigned (other than those shown).
I certify that the survey is of another category (conservation easement), such as the recombination
of existing parcels, a court-ordered survey, or other exception to the definition of subdivision.
I JOHN A. RUDOLPH , certify that this plat was drawn under my supervision from (an actual survey
made under my supervision) (deed description recorded in Book SEEPage REFS, etc.) (other);
that the ratio of precision as calculated by latitudes and departures is 1 110,000 that the
boundaries not surveyed are shown as broken lines plotted from information found in D.B. xx
Page xx ; that this plat was prepared in accordance with G.S. 47-30 as amended. Witness my
original signature, registration number, and seal this 14th day of November, A.D. 2018.
SEAL OR STAMP
V
Surveyor L-4194
"PRELIMINARY PLAT"
NOT FOR RECORDATION,
CONVEYANCES OR SALES
LINE DATA ALONG THE
MAX POTENTIAL
EASEMENTI
LINE
BEARING
DISTANCE
L1
S49°38'15"W
578.62'
L2
S00°41'42"E
215.72'
L3
S03°21'42"W
426.97'
L4
1\177°31'43"W
220.67'
L5
N01°09'37"E
70.07'
L6
N53°14'51"W
274.08'
L7
N00°24'39"E
488.26'
L8
N88°40'41"E
229.48'
L9
N46°21'22"E
90.26'
L10
N50°46'02"E
157.38'
L11
N80°31'23'E
483.41'
LINE DATA ALONG THE
MAX POTENTIAL
EASEMENT 2
LINE
BEARING
DISTANCE
L12
S00°12'37E
61.59'
L13
S0012'37E
1037.02'
L14
S73°48'39"E
221.76'
L15
S62°50'19"E
155.52'
L16
S40°08'40"E
236.02'
L17
N86°50'42"W
280.06'
L18
N62°50'19"W
90.19'
L19
N77°58'35"W
41.14'
L20
N68'46'1 8"W
91.34'-
L21
N82°14'24"W
42.88'
L22
N70°07'08"W
111.95'
L23
N69°59'25"W
50.78'
L24
N43°50'21 "W
39.23'
L25
N19°29'05"W
47.34'
L26
N05°19'08"E
53.08'
L27
N06°07'04"E
88.64'
L28
NO3°16'50"W
71.02'
L29
1\10418'36"W
127.43'
L30
NO3°02'39"E
152.54'
L31
N00°48'16"W
177.86'
L32
N00°10'46"E
120.73'
L33
N00°20'57"E
119.49'
L34
NO2°33'31"E
136.97'
L35
N00°59'44"W
92.07'
L36
N86°30'12"E
39.42'
1_37
N76°45'03"E
169.38'
LINE DATA ALONG THE
MAX POTENTIAL
EASEMENT
LINE
BEARING
DISTANCE
L38
N65°07'36"E
687.92'
L39
N81°26'43"E
90.37'
L40
N87°20'38"E
240.37'
L41
N87°45'25"E
233.69'
1_42
N87°45'25"E
155.27'
L43
S23°29'56"W
194.25'
L44
S40°04'097V
98.96'
L45
S65°16'54"W
402.04'
L46
S76°50'31"W
862.88'
L66
S76°50'31"W
231.41'
L67
NO2°54'18"W
280.41'
L5L4
N78°45'00"E
187.43'
L69
N65°07'36"E
68.36'
LINE DATA ALONG THE
MAX POTENTIAL
EASEMENT
LINE
BEARING DISTANCE
1_51
S67°18'46"W 247.79'
L52
S74°01'23"W 225.38'
L53
N00°49'59"E 811.46'
L54
N76°50'31"E 228.10'
1_55
N76°50'31"E 226.05'
L56
S00°39'39"W 757.20'
LINE DATA ALONG THE
MAX POTENTIAL
EASEMENT 5
LINE
BEARING
DISTANCE
L57
S00°51'06"W
591.87'
L58
N80'43'1 7E
774.90'
L59
N52°33'23"E
680.99'
L60
N70°04'22"E
1052.82'
L61
N69°53'56"E
864.30'
L62
S58°12'09"E
529.53'
L63
N56°31'45"E
79.87'
L64
N71 °44'45"E
170.75'
L65
N41 °44'35"W
254.52'
L66
S70°33'50"W
105.31'
L67
N51°52'31"W
156.34'
1_68
1,32°38'29"W
122.90'
L69
N51 °38'59"W
304.98'
L70
N28°19'08"W
169.18'
L71
N18°36'28"W
60.03'
L72
N77°10'59"W
198.69'
L73
N64°39'11"W
99.38'
L74
N41 °23'05"W
96.75'
L75
N24°53'34"W
65.60'
L76
S75°24'06"W
67.17'
L77
N71 °49'09"W
268.98'
L78
N48°59'07"W
107.64'
L79
N39°06'19"W
132.02'
L80
N62°31'22"E
120.45'
L81
N62°31'22"E
101.69'
L82
S36°43'09"E
70.25'
L83
S50°01'31"E
45.29'
L84
S85°29'57"E
86.03'
L85
S59°47'26"E
89.99'
L86
N61°35'35"E
153.25'
L87
S76°38'56"E
19.94'
L88
S26°09'53"E
257.23'
L89
S80°31'43"E
315.66'
L90
S19°02'05"E
218.71'
L91
S31°02'05"E
96.34'
L92
S77°28'09"E
41.94'
L93
S53°01'24"E
60.85'
L94
S68°00'57"E
131.41'
L95
S45°55'27"E
33.42'
L96
S18°05'32"E
158.94'
L97
N77°51'57"E
64.73'
L98
N67°17'01"E
43.95'
L99
S81°48'19"E
12.71'
L100
N75°25'05"E
138.53'
L101
I S23°33'22"E
48.63'
L102 S01°48'10"W
28.35'
L103
S30°57'45"E
20.62'
L104
S12°31'13"E
149.56'
L105
S54°08'55"E
20.75'
L106
S75°07'45"E
55.06'
L107
S89°20'38"E
76.47'
L108
S50°22'07"E
52.91'
L109
S35°32'52"E
88.29'
1_110
S0742'50"E
36.12'
L111
S33°54'24"E
71.51'
L112
S24°14'58"E
85.41'
L113 S69°49'21 "W
112.50'
L114 S68°33'13"W
66.16'
L115 S71 °57'09"W
134.37'
L116 S71 °44'45"W
181.93'
L117 1 S56°31'45"W
215.22'
L118
S55°08'16"E
58.68'
L119
S56°42'09"E
128.36'
L120
S55°45'57"E
132.58'
L121
S7418'03"W
271.58'
L122 N57°08'50"W
574.42'
L123 S69°41'32"W
1641.88'
L124 S51 °23'54"W
697.98'
L125 S80°56'20"W
1160.44'
L126 N87°26'31"W
51.27'
L127
NO2°33'29"E
205.00'
L128 N38°56'04"W
26.29'
L129 N85°06'08"W
218.45'
L130
N01°11'33"E
200.65'
L131
N01 °57'28"E
465.35'
L132
N74°01'23"E
222.20'
1_133
N74°01'23"E
22.10'
tL1341
N67°18'46"E
223.34'
LINE DATA ALONG THE
NEW 60' ACCESS
EASEMENTI
LINE BEARING
DISTANCE
L135 S77°31'43"E
209.13'
L136 S76°45'03"W
69.85'
L137 N76°45'03"E
213.38'
L138 S78°24'47"E
1310.88'
L139 S78°19'34"E
554.33'
L140 S88°58'46"E
38.78'
L141 N74°48'57"E
131.92'
L142 N671 8'46"E
131.83'
L143 N69°42'51 "E
3069.29'
L144 S69°42'51"W
3071.15'
L145 S67°18'46"W
105.12'
L146 S74°48'57"W
122.96'
L147 N88°58'46"W
24.65'
L148 N78°19'34"W
548.78'
1_149 N78°24'47"W
1534.61'
1_150 S01 °09'37"W
61.19'
LINE DATA ALONG THE
NEW 60' ACCESS
EASEMENT 2
LINE BEARING
DISTANCE
L151 N25°40'15"W
134.39'
L152 N52°32'44"E
266.53'
L153 NO2°54'18"W
311.04'
L154 N01°09'46"W
74.72'
L155 N00°49'59"E
811.68'
L156 N01°34'33"W
61.36'
L157 S01 '57'28"W
463.90'
L158 S01°11'33"W
257.29'
L159 S85°06'08"E
218.41'
L160 N01°13'57"E
20.11'
L161 S82°57'00"W
60.63'
L162 N01°13'57"E
67.66'
L163 N01°34'33"W
61.95'
L164 N01°09'46"W
76.68'
N52°32'44"E
283.77'
t1_165
L166 N25°40'15"W
135.88'
NEW 60' ACCESS EASEMENT 2
NEW 60'WIDEACCESS
EASEMENT TO REPLACE
EXISTING ACCESS EASEMENT
FOR WORTHINGTON FARMS, INC
AS RECORDED IN D.B. 250, PG. 354
as S75°37'41"E N. YSIDE 1 536
NCGS 84.10' ROA-)
D
RIW
"MARK" (TIE DOWN)1PAVE
R/Vy (60RIW��
_ UP- RI\N
R/lN 65 ISS _EIP Iso �U
152 ISS C1 _
\ <� UP`s
UP �� < S0113'57"W
` I 231.71'
1s3 ISISS SS a (TIE DOWN)
�
` EXISTING
50 38
ea ISS \ `\ ` UP
I I �
I � `
I I �
I ` �
NEW 60'���
ACCESS EASEMENT 1
NEW 60' WIDE
NON-EXCLUSIVE
ACCESS EASEMENT I
FOR INGRESS, EGRESS V `�
& REGRESS TO BE MW
CONVEYED TO
THE RESTORATION
SYSTEMS AND CITY OF
GREENVILLE(AREA= I
8.65 ACRES± BY I
COORDINATE
COMPUTATION)
G
L14$ L147 ISSN
` i7Ti.-_46 ISS
L ___/ / /=Z'
1a1 Is
L140
77
aISS
I
L141
EXISTING
UTILITY
LINE AND
EASEMENTTO
BE REMOVED
UP
I
UP
I
UP
I
N23°33'11 "W
14.55' UP
(TIE DOWN)
1_132 `
\-L163
ISS 158 ll
UP7
PUMP STATION
WITH CHAIN
LINK FENCE
TO BE II
REMOVED
DITCH
(TYPICAL)
S01 ° 13'57"W
77.43' 1_46
(TIE DOWN)
G
Ss
EXISTING DITCH
(TYPICAL)
MAX POTENTIAL
EASEMENT 4
8.03 ACRES±
PIEDMONT NATURAL GAS
TEMPORARY CONSTRUCTION
EASEMENT TO BE REMOVED
AFTER CONSTRUCTION
(PULL BACK AREA)
DEED REFERENCE(S):
BEING A PORTION OF THE TRACTS
RECORDED IN D.B. 250, PG. 354 AND D.B. 236,
PG. 236 OF THE PITT COUNTY REGISTER OF
DEEDS.
MAP REFERENCE(S):
M.B. 67, PG. 64-66
GAS EASEMENTS REFERENCE(S):
EXISTING 50' PIEDMOND NATURAL GAS
COMPANY, INC EASEMENT D.B. 3075, PG
127-130 (SEE EXHIBIT 2 OF 2)
EXISTING 50' PIEDMOND NATURAL GAS
COMPANY, INC EASEMENT D.B. 3075, PG
123-126 (SEE EXHIBIT 1 OF 2)
YELLOW PLASTIC
ON TOP OF IRON
STAKE SET ON
CONSERVATION
EASEMENT
144
ISS
ISS
04, 43
ISS zoo
k E=2,506,737.3010' J
ISS, REFERENCE
POINT ONLY
LO
SUITABLE FOR GPS
OBSERVATION
FIBERGLASS STUCTURE
TO BE REMOVED
UP L58
` ISS 159 E
FUTURE PIEDMONT Ih ` UP LNATURAL GAS v 0
PERMANENT `� 31
EASEMENT �� �CONCRETE PAD
TO BE REMOVED
I l � o I I I EXISTING
_co DITCH
(TYPICAL)
FUTURE PIEDMONT I��\
NATURAL GAS130 1_128
TEMPORARY CONSTRUCTION �� I ��� L129 zs j
LIMITS OF DISTURBANCE\
ISS 160 \ ` ` `N
\ i1s1'ISS,\A ° 128
L159 �v
_ L160
ISS EIP 1s3
I 162 C
j 1_161 J 1_125
I I I I
12 1zs I I
L126
120' UTILITY
� I
EASEMENT
E, E
E
RESTORATION - , E E ,E
- E
SYSTEMS, LLC
1101 HAYNES STREET INSET 1
SUITE 211 200 100 0 200 400 600
RALEIGH, NC 27604
GRAPHIC SCALE 1 " = 200'
CONSERVATION
EASEMENT
YELLOW PLASTIC CAP
NOT TO SCALE
GENERAL NOTES:
NO HORIZONTAL CONTROL EXISTS
WITHIN 2000 FEET.
NOTE: NO ABSTRACT OF TITLE, NOR
TITLE COMMITMENT, OR RESULTS
OF TITLE SEARCH WERE FURNISHED
TO THE SURVEYOR. ALL
DOCUMENTS OF RECORD REVIEWED
ARE NOTED HEREON (SEE
REFERENCES). THERE MAY EXIST
OTHER DOCUMENTS OF RECORD
THAT MAY AFFECT THIS SURVEYED
PARCEL.
ALL DISTANCES SHOWN ARE
HORIZONTAL GROUND DISTANCES.
FEMA FLOOD STATEMENT:
THE CONSERVATION EASEMENT REPRESENTED BY THIS
PLAT IS LOCATED IN A FLOOD HAZARD BOUNDARY
ACCORDING TO FEMA MAP NUMBER(S) 3720560700J,
37205606800K & 3720561700J ZONE(S): FLOODWAY & AE,
DATED: JANUARY 2, 2004.
CONSERVATION EASEMENT
ACREAGE DATA:
CONSERVATION EASEMENT SURVEY
PORTION OF
FOR
MAX POTENTIAL
PARCEL ID No.s
8.89 ACRES±
EASEMENT 1
10064& 48152
CITY OF GREENVILLE
o
PORTION OF
MAX POTENTIAL
PARCEL ID No
8.07 ACRES±
EASEMENT 2
48152
x
PARCELS NUMBERS 10064, 48152 & 33065
PORTION OF
MAX POTENTIAL
PARCEL ID No.s
12.01 ACRES+
EASEMENT 3
48152 & 33065
(THE FIELD SURVEY TOOK PLACE DURING OCTOBER & NOVEMBER 2018)
PORTION OF
0
U
MAX POTENTIAL
PARCEL ID No.s
8.03 ACRES±
EASEMENT 4
48152 & 33065
PORTION OF
MAX POTENTIAL
PARCEL ID No.s
64.11 ACRES+
EASEMENT 5
48152 & 33065
TOTAL MAX POTENTIAL EASEMENTS IS 101.11
ACRES± EXCLUDING ALLACCESS EASEMENTS BY
COORDINATE COMPUTATION
CURVE DATA ALONG THE NEW 60' ACCESS EASEMENT 2
'URVE ARC LENGTH RADIUS DELTAANGLE CHORD BEARING CHORD LENGTH TANGENT
C1 76.43' 721.83' 6°03'59" N77°25'55"W 76.39' 38.25'
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PLAT IS BASED
ON NORTH CAROLINA STATE PLANE COORDINATES ESTABLISHED BY USING
THE NORTH CAROLINA REAL TIME NETWORK (VRS).
ISS zoo NC GRID COORDINATES NAD 83 (2011)
N = 678,773.9145'
E = 2,506,737.3010'
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PLAT IS 0.999896386067
(GROUND TO GRID) OR 1.000103613933 (GRID TO GROUND). THE N.C. LAMBERT
GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM
ISS (B TO ISS 53 IS N 23°33'11" W 14.55 FEET.
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES.
GEOID -2012B CONUS
GNSS RECEIVER - TOPCON HIPER SR WITH MINIMUM TIME OF
180 SECONDS COMPLETED DURING OCTOBER OF 2018.
SHEET 1 OF 2
CONSERVATION EASEMENT SURVEY
FOR
RESTORATION SYSTEMS, LLC
OF THE
CITY OF GREENVILLE
o
MITIGATION SITE
a
OVER AND ACROSS A PORTION OF THE LANDS CURRENTLY
OWNED BY CITY OF GREEVILLE
x
PARCELS NUMBERS 10064, 48152 & 33065
N
PACTOLUS TOWNSHIP PITT COUNTY NORTH CAROLINA
(THE FIELD SURVEY TOOK PLACE DURING OCTOBER & NOVEMBER 2018)
0
U

LEGEND:
MAX POTENTIAL EASEMENT RUNS ALONG ISS - IRON STAKE SET
L105 CENTERLINE OF CREEK BETWEEN • - IRON STAKE SET WITH PLASTIC
STATE OF NORTH CAROLINA L106 L82 THROUGH L107 AND IS ALSO YELLOW CAP
COUNTY OF PITT 105 PROPERTY LINE N58°11'24"W ECM - EXISTING CONCRETE MARKER
106 L107 58.58' EIP- EXISTING IRON PIPE
Filed for registration at M. 2018 in the Register of Deeds 107 08 (TIE DOWN) ERRR - EXISTING RAILROAD RAIL
EIP 15+ PTI - PINCHED TOP IRON
EA- EXISTING AXLE
Office. Recorded in M. B. PG. L108 109 EDS - EXISTING DRIVE SHAFT
EMN - EXISTING MAG NAIL
\ EDS - EXISTING DRIVE SHAFT
L109 \ RPS - RANGE POLE SET
10 EMN - EXISTING MAG NAIL
Register of Deeds By \ MNS -MAG NAIL SET
EIS - EXISTING IRON STAKE
L110 EPP - EXISTING PUMP PIPE
o PPS - PUMP PIPE SET
STATE OF NORTH CAROLINA ❑ L111 NMC - NON-MONUMENTED CORNER
COUNTY OF PITT E o \ RNV - RIGHT OF WAY
O 0 EOP - EDGE OF PAVEMENT
z z MAX POTENTIAL EASEMENT E/B - EASEMENT BOUNDARY
I, Review Officer of Pitt County, certify that the map or plat to which RUNS ALONG CENTERLINE OF DITCH 12 RCP - REINFORCED CONCRETE PIPE
this certification is affixed meets all statutory requirements for recording. FROM 108 THROUGH L112 UP - UTILITY POLE
M.B. - MAP BOOK
= L112 PB - PLAT BOOK
MAX POTENTIAL EASEMENT D.B. - DEED BOOK
ORUNS ALONG TOP OF BANKS PG. - PAGE
z
Date Review Officer FROM L113 THROUGH L120 113 MW - MONITORING WELL
X_113 CONSERVATION
„a EASEMENT LINE
PROPERTY LINE
s X_11 N -----TIE DOWN LINE
— — ADJOINER OR RNV LINE
W90
INSET 2 coo TOP OF BANK
100 50 0 100 200 300 Z Z i i NEW 60'
i ACCESS EASEMENT
GRAPHIC SCALE 1 " = 100' EXISTING 50' GAS
= ACCESS EASEMENT
O
Z UTILITY EASEMENT
GS �GQ i
NOTE: �y J 0 UP
82
/ S75°37'41"E MAX POTENTIAL EASEMENT 3 S°`0; z �..
/ 84.10' FROM ISS 3s TO ISS a3 RUNS �6� UP L82 L87
CLARK WORTHINGTON (TIE DOWN) 18" RCP WITH AND ALONG THE SOUTHERN G �a1 L83 7
D.B. F38, PG. 42?? +a8 149 S01°13'57"W536 EDGE OF 30' GCU UTILITY EASEMENT UP 6� L84 87 O
I D.B. 84, PG. 736 O NCGS 14 C.S.R.CySI —
M.B. 01, PG. 108 EIP 231.71' y SIDE ROAD �� 81 83 �8S1 MAX POTENTIAL EASEMENT RUNS ALONG
"MARK" (TIE DOWN) SUNN PUBLIC -PAVED) _ RAN Bo O 85 CENTERLINE OF CREEK BETWEEN
(60' F NV — UP UP ' ` �> Bs L82 THROUGH L107 AND IS ALSO
EIP ' _ SUP_ -. RNV 79 8
I 31,23,-W _ PROPERTY LINE
as
S80 U� L41/ a2 L42 a3 ��� 7s L75 L89
1555.37' RAV _ �� L39 ao L40 a1 O M 78 so
Q (TIE DOWN 5 ISS as v n 75 L74
11 UP - UP GAS LINE LOCATED BY
I EIP L11 1s3 ISS I Lia OP 0 PIEDMONT GAS COMPANY 73 `o L91 JAMES
L76 O D.B. 3294, PG. 768
L9 ^0 CITY OF GREENVILLE (E)ISS 45 PER 811 TICKET C182892866 7a X72 72 L92
D.B. 236, PG. 573 y r �O L93
0 �N NEW 60' ACCESS EASEMENT 2 sa ISS 50 38 S01°13'57"IN 1 L73 i 91 L95 ss
L8 EIP +0 NEW 60' WIDEACCESS ` 77.43' as 50' PIEDMOND NATURAL GAS ,
O8 EASEMENT TO REPLACE `\ as L4 UP L50 (TIE DOWN) COMPANY, INC EASEMENT ' i 71 �0 92 93 <g4 L98 L99 L101
EXISTING ACCESS EASEMENT ` n 47 X_46 G D.B. 3075, PG. 123-126 (SEE , �' O y6 I --
MAX POTENTIAL FOR WORTHINGTON FARMS, INC v MAX POTENTIAL EXHIBIT 1 OF 2) 95 1°2
EASEMENT 1 Oz 50' PIEDMOND NATURAL GAS AS RECORDED IN D.B. 250, PG. 354 07 J G EASEMENT 3 i 70 101
8.89 ACRES± I COMPANY, INC EASEMENT SEE INSET 1 ON SHEET 1 OF 2 O UP i 69 L96 O LL103 58 5°811'24"W
N D.B. 3075, PG. 127-130 (SEE 55 ISS ` 48 G 12.01 ACRES±
FOR ALL CORNERS AND LABELS ` , , ' oo L105 / TIE DOWN
EXISTING EXHIBIT 2 OF 2) ON EASEMENT G X_55 ss GAS LINE LOCATED BY , 6s 97 sa 103 1oa L106 ( )
ss PIEDMONT GAS COMPANY O 6 i
DITCH 3 X_54 , d L97 L104 108
O MAX POTENTIAL PER 811 TICKET 0182892866 � i EIP
151
(TYPICAL) 5a qR
GAS LINE LOCATED BY EASEMENT 4 AND TICKET C182892872 1 s2 68 <6) ss (los 107
O7 I PIEDMONT GAS COMPANY 156 ISS Up 8.03 ACRES± CITY OF GREENVILLE X_66 los L109 SEE INSET 2
PER 811 TICKET C182892872 `\ I , X_163 D.B. 250, PG. 354 !6 O 10 los 110 SHEET 2 OF 2
\\\�s cy,J AND TICKET 0182892892 EXISTING UTILITY LINE s7 S �L108 L111
PIEDMONT NATURAL GAS 1 EXISTING <s
O AND EASEMENT TO BE REMOVED TEMPORARY CONSTRUCTION X_6 DITCH 2 L110 111
`° EASEMENT TO BE REMOVED , ' (TYPICAL) s4 L6A ss 12 �
6 J ISS, REFERENCE POINT ONLY I AFTER CONSTRUCTION s1 O� 11a O L112�
L150 �4 O SUITABLE FOR GPS OBSERVATION ` Up (PULL BACK AREA) ' GRAVEL O 63 115 O 113 \
13 ISS ISS +3a ISS zoo j J L145 , ' ROAD 63 v 11s �—
135 C' NC GRID COORDINATE \� ' , 17 X_116 L113 \
G N=678,773.9145' `� MW , ', L114
ISS , 1149 E=2,506,737.3010' ISS ,' i X_60 V11� L115
36 37 139 L146 ` ISS(9 s1 � r
N01°09'37"E O M 13 12 coO 1a as ` ©p j0 L118 MAX POTENTIAL EASEMENT
316.93' L35 1 35 J "_ M r_+ 13g ISS L52 L51 ISS 118 RUNS ALONG TOP OF BANKS
(TIE DOWN) L364NMC `�' J J J L148 L147 O 52 O 143 so X722 „y FROM L113 THROUGH L120
FROM NMC 136 TO ISS 137 O O 146 ISS 1 53 1 1 57 L142 '20
L33 NEW 60' ACCESS EASEMENT 1 ISS 11 � , ' 133 134 1 X_123
33 NEW 60'WIDE NON-EXCLUSIVE ACCESS 14° 39 13z +,.+ M X_121 121
L32 EASEMENT FOR INGRESS, EGRESS & 1a1 ISS M J yo0 1z
EXISTING DITCH (TYPICAL)REGRESS TO BE CONVEYED TO THE L140 UP U')1 3z 1a2 RESTORATION SYSTEMS AND CITY OF ISS 168 I J
N/F 1 GREENVILLE (AREA = 8.65 ACRES± BY L141 ISS FIBERGLASS STUCTURE
r w COORDINATE COMPUTATION) ` V) TO BE REMOVED
CITY OF GREENVILLE 1 12 PUMP STATION WITH 1 J 5s MAX POTENTIAL
CHAIN LINK FENCE TO I
31 MAX POTENTIAL BE REMOVED ISS 159 UP L58 9 EASEMENT 5
Lao EASEMENT 2 CITY OF GREENVILLE L 13 UP 58 64.11 ACRES±
8.07 ACR . . .
ES± DB236, PG573 FUTURE PIEDMONT NATURAL GAS
NO2°34'00"E 30 PERMANENT EASEMENT \ ' j�{�TO BE CONCRETE BEREMOVED
PAD ^��
1324.32' 1 r C) T
(TIE DOWN) m FUTURE PIEDMONT NATURAL GAS I� L128 CITY OF GREENVILLE
FROM EIP 135 TO NMC 136 L28 29 TEMPORARY CONSTRUCTIONS 130 9 1 D.B. 250, PG. 354
L27 zs a LIMITS OF DISTURBANCE I L129
L26 27 �lq s 1z8 L125 725 "PRELIMINARY PLAT"
26 24 23 " NOT FOR RECORDATION
L25 za 22 1s � 1 I 163 EIP � I I ,
25 2° CONVEYANCES OR SALES
�22 21
L24 1 L23 19 �� 120' UTILITY 1z 9 1
F. 18 L17 17 EASEMENT
_TE O l\ L1261
E. \\ \
ET _ \ SHEET 2 OF 2
Lzo E E' E E .> E E' E ,\ — E CONSERVATION EASEMENT SURVEY
135 EIP L19L18_``` E— --i E (\ E E - FOR
RESTORATION SYSTEMS, LLC
OF THE
\y CITY OF GREENVILLE
WORTHINGTON FARMS, INC MITIGATION SITE
D.B. T35, PG. 532
OVER AND ACROSS A PORTION OF THE LANDS CURRENTLY
OWNED BY CITY OF GREEVILLE
PARCELS NUMBERS 10064, 48152 & 33065 0
Y
PACTOLUS TOWNSHIP PITT COUNTY NORTH CAROLINA N
0
0
(THE FIELD SURVEY TOOK PLACE DURING OCTOBER & NOVEMBER 2018) o
400 200 0 400 800 1200 =
1
GRAPHIC SCALE I" = 400'
U

ATTACHMENTS
Buffer Mitigation & Nutrient Offset Site Viability Assessment Request
Proposed Buffer/Nutrient Bank Parcel (GUC Bank Parcel) Tar -Pamlico 03
Permit Document Associated with PING Line 42

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NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
January 26, 2015
Piedmont Natural Gas
Dave Vena, P.E.
4720 Piedmont Row Drive
Charlotte, NC 28210
Donald R. van der Vaart
Secretary
DWR # 12-1024 Ver. 7
Pitt -Beaufort County
Subject: REVISION OF APPROVAL FOR 401 WATER QUALITY CERTIFICATION WITH
ADDITIONAL CONDITIONS
Project: PNG Line 42 Replacement Project, Phase 1
Tar River Basin, Tar River
Dear Mr. Vena:
You have our approval for the additional impacts listed below for the purpose described in your
application modification request dated December 5, 2014 and received by the Division of Water
Resources (Division) December 12, 2014. This permit has also been modified, per request, to
show changes in the mitigation provider. The change is from Greene Environmental Services
(GES) to North Carolina Ecosystem Enhancement Program (NCEEP).
Impacts are covered by Water Quality General Certification Number 3884 (GC 3884). This
General Certification(s) allows you to use Nationwide Permit(s) 12 when issued by the US Army
Corps of Engineers (USACE). Please note that you should get any other federal, state or local
permits before proceeding with your project, including those required by (but not limited to)
Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed regulations.
Please also note that this approval supersedes oil other Water Quality General Certifications
issued for this project.
This approval requires you to follow the conditions listed in the enclosed certification or general
permit and the following additional conditions:
401 8 Buffer Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
Phone: [phone] FAX: [phone]
Internet: http:llporlal.ncdenr.orglweblwglws
An Equal Opportunity 1 Affirmative Action Employer

PNG Line Replacement Project, Phase 1
Dave Vena, P.E.
January 25, 2015
Page 2 of 4
1. The following impacts are hereby approved provided that all of the other specific and
general conditions of the Certification are met. No other impacts are approved,
including incidental impacts.
Type of Impact
Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Stream
Site 1
(linear feet)
1,065 (linear feet)
404/401 Wetlands
Site 1
0.03 (acres) Fill
4.50 (acres)
Coastal Wetlands
Site 1
(acres)
(acres)
Open Waters
Site 1
(acres)
(acres)
Buffers —Zone 1
Site 1
3,174 (square feet)
32,850 (square feet)
Buffers -- Zone 2
Site 1
10,930 (square feet)
25,029 (square feet)
2. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the
Certification/Authorization. If you change your project, you must notify the Division and
you may be required to submit a new application package with the appropriate fee. If
the property is sold, the new owner must be given a copy of this approval letter and
General Certifications) and is responsible for complying with all conditions.
3. Diffused Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non-
erosive velocities through the protected stream buffers and will not re -concentrate
before discharging into the stream as identified within 15A NCAC 213 .0259(5).
4. Compensatory Mitigation Using a Mitigation Bank
Mitigation must be provided for the proposed impacts as specified in the table below.
We understand that you intend to purchase credits from the North Carolina Ecosystem
Enhancement Program (NCEEP) Mitigation Bank for Pitt and Beaufort County as
described in your application to meet this mitigation requirement. Our records show
that the NCEEP is available for credit release for your project. This contribution has
been determined by the DWR to be a suitable method to meet the mitigation
requirement. Until the NCEEP Mitigation Bank receives and clears your check, and proof

PNG Line Replacement Project, Phase 1
Dave Vena, P.E.
January 26, 2015
Page 3 of Q
of payment has been provided to this Office, no impacts specified in this Authorization
Certificate shall occur. For accounting purposes, this Authorization Certificate
authorizes payment into the NCEEP Mitigation Bank to meet the following
compensatory mitigation requirement:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to
return the attached certificate of completion to the 401 Oversight/Express Review
Permitting Unit, North Carolina Division of Water Quality, 1650 Mail Service Center,
Raleigh, NC, 27699-1650.
This approval and its conditions are final and binding unless contested.
This Certification can be contested as provided in Articles 3 and 4 of General Statute 1506 by
filing a written petition for an administrative hearing to the Office of Administrative Hearings
(hereby known as OAH) within sixty(60) calendar days.
A petition form may be obtained from the OAH at http://www.ncoah.com/ or by calling the
OAH Clerk's Office at [phone] for information. A petition is considered filed when the
original and one (1) copy along with any applicable OAH filing fee is received in the OAH during
normal office hours (Monday through Friday between 8:00am and 5:00pm, excluding official
state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
if sending via delivery service (UPS, FedEx, etc):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
Compensatory Mitigation
Required
River and Sub -basin
Number
Stream
(feet)
Wetlands
(acres)
Waters
(acres)
Riparian Buffer *
9,921 (square feet) Zone 1
TAR 05 — 03020103
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to
return the attached certificate of completion to the 401 Oversight/Express Review
Permitting Unit, North Carolina Division of Water Quality, 1650 Mail Service Center,
Raleigh, NC, 27699-1650.
This approval and its conditions are final and binding unless contested.
This Certification can be contested as provided in Articles 3 and 4 of General Statute 1506 by
filing a written petition for an administrative hearing to the Office of Administrative Hearings
(hereby known as OAH) within sixty(60) calendar days.
A petition form may be obtained from the OAH at http://www.ncoah.com/ or by calling the
OAH Clerk's Office at [phone] for information. A petition is considered filed when the
original and one (1) copy along with any applicable OAH filing fee is received in the OAH during
normal office hours (Monday through Friday between 8:00am and 5:00pm, excluding official
state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
if sending via delivery service (UPS, FedEx, etc):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285

PNG Line Replacement Project, Phase 1
Dave Vena, P.E.
January 26, 2015
Page 4of4
One (1) copy of the petition must also be served to DENR:
Lacy Presnell, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division under section 401 of the Clean Water Act.
Please contact Roberto Scheller by phone at 252-948-3940 or by email at
roberto.scheller(@ncdenr.goy if you have any questions or concerns.
Sincerely,
Robert Tankard
Assistant Regional S pervisor
Division of Water Resources
Enclosures: GC 3884
Certification of Completion
cc: Joey Lawler, P.W.S., S&ME, email: [e-mail]
Raleigh Bland, USACE, Washington Regulatory Field Office
Laserfiche
File

NCDENR
Pat McCrory Michael Ellison, Director John E. Skvarla, III
Governor Ecosystem Enhancement Program Secretary
December 9, 2014
Dave Vena, PE
Piedmont Natural Gas
4720 Piedmont Row Drive
Charlotte, NC 28210 Expiration of Acceptance: June 9, 2015
Project: PNG Line 42 Replacement —Tar River HDD Revision County: Pitt
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. Please
note that this decision does not assure that participation in the NCEEP will be approved by the permit issuing agencies as mitigation
for project impacts. It is the responsibility of the applicant to contact these agencies to determine if payment to the NCEEP will be
approved. You must also comply with all other state, federal or local government permits, regulations or authorizations associated
with the proposed activity including. SL.2009-337• An Act to Promote the Use of Compensatory Mitigation Banks as amended by
S.L. 2011-343.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit/401 Certification/LAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In -
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.neeep.net.
Based on the information supplied by you in your request to use the NCEEP, the impacts that may require compensatory mitigation
are summarized in the following table. The amount of mitigation required and assigned to NCEEP for this impact is determined by
permitting agencies and may exceed the impact amounts shown below.
River I CU Stream (feet)
Basin Location �
Wetlands (acres) Buffer I I Buffer 11 (Sq. Ft . ) I (Sq. Ft.)
Cold I Cool I Warm I Rinarian I Non-Rinnrinn I C.nA;zts1'k4nrz1h
Impact
Tar-
�
03020103
0
0
0
0
0 0 9,92
PamlicoL��
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. The mitigation will be performed
in accordance with the N.C. Department of Environment and Natural Resources' Ecosystem Enhancement Program In -Lieu Fee
Instrument dated July 28, 2010.
Thank you for your interest in the NCEEP. If you have any questions or need additional information, please contact Kelly Williams at
(919) 707 -8915 -
Sincerely,
14 &41�
James. Stanfill
Asset Management Supervisor
cc: Karen Higgins, NCDWR Wetlands/401 Unit
Kyle Barnes, USACE-Washington
Roberto Scheller, NCDWR- Washington
Joey Lawler, agent
1652 Mail Service Center, Raleigh, North Carolina 27699-1652
Phone: [phone] Internet: www.ncdenr.gov
An Equal Opportunity 1 Affirmative Acton Employer- Made in part by recycled paper

Environmental
Quality
RECEIPT
February 29, 2016
Dave Vena, PE
Piedmont Natural Gas
4720 Piedmont Row Drive
Charlotte, NC 28210
Project: PNG Line 42 Replacement- Tar River HDD Revision
County: Beaufort
WQ permit#: 12-1024
DMS #: 23759
Amount Paid: $10,714.68
Check Number: 1140791
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
seAnefa,-y
The NCDEQ Division of Mitigation Services (DMS) has received a check as indicated above as payment for the
compensatory mitigation requirements of the 401 Water Quality Certification/Section 404/CAMA Permit(s) issued for the
above- referenced project. This receipt serves as notification that your compensatory mitigation requirements assigned to
DMS associated with the authorized activity as specified below have been satisfied. You must also comply with all other
conditions of this certification and any other state, federal or local government permits or authorization associated with this
activity including G.S. § 143-214.11.
The DMS, by acceptance of this payment, acknowledges that the Division is responsible for the compensatory mitigation
requirements indicated below associated with the project permit and agrees to provide the compensatory mitigation as
specified in the permit. Mitigation responsibility assigned to the DMS is nontransferable. The mitigation will be performed
in accordance with the In -Lieu Fee Program instrument dated July 28, 2010.
River Basin
Stream Credits
Wetland Credits Buffer 1& II
HUC
(linear feet)
(acres) (Sq. Ft.)
Cold
Cool
Warm
Riparia
Non-Ri arian
Coastal Marsh
Tar -Pamlico
0
0
0
0
0
0 9,921
03020103
Refunds of payments made to NCDMS are only approved under certain conditions. All refund requests must be
submitted in accordance with the Division's refund policy at www.nceep.net. If you have any questions or need additional
information, please contact Kelly Williams at [phone].
cc: Sheri Montalvo, NCDWR Raleigh
Joey Lawler, agent
Sincerely,
a I son
Director
Nothing Compares-'_
State of North Carolina I Environmental Quality
1601 Mail Service Center I Raleigh, North Carolina 27694-1601
419-707-8600

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 29, 2015
Mr. David Vena
Piedmont Natural Gas
4720 Piedmont Row Drive
Charlotte, NC 28210
Donald R, van der Vaart
Secretary
DWR Project # 12-1024 Ver.5
Pitt 1 Beaufort Counties
Subject Property: Compliance Evaluation Inspection (CEI) of Gas Line Project #42
Tar -Pamlico River Basin
Dear Mr. Vena:
On May 27, 2015 Roberto Scheller of the Division of Water Resources (DWR) conducted an on-site 401 Compliance
Evaluation Inspection of sites listed below on the subject project. Inspection sites consisted of jurisdictional stream and
wetland crossings starting on the east side of the Tar River and continuing to Tranters Creek. At the time of site
inspections Mr. Reed Chandler, Environmental Inspector, was present. The following sites were review:
Stream Crossing at Tar River and Wetland A
Pipe installed by directional bore and was in ground at time of inspection. Right of Way (ROW) was being cleared and
removal of cut trees was in progress. Wood work mats were being removed as work progressed towards uplands and
area is to be seeded with wetland seed mix.
Stream Crossing at Moyes Run (Perennial RPW) and Wetland H
Clearing of ROW has been completed and area was vegetated and appeared stable. Small frack-out within this area had
been completely cleaned up and no evidence of the frack-out was remaining.
Wetland 1 #2, Stream Crossing #8 (Grindle Creek), Wettand 1 #3
Grindle Creek and adjoining riparian wetlands were crossed by directional bore. ROW was cleared of trees and wetlands
appeared stable and well vegetated. A frack-out was reported in this area on December 1, 2014 and it was noted that
area of frack-out has been completely restored.
Wetland X, Stream Crossing (Tranters Creek)
Tranters Creek and adjoining riparian wetlands were crossed by directional bore. ROW has been cleared of trees and
wetlands appeared stable and well vegetated.
Division of Water Resources —Water Quality Regional Operations Section —Washington Regional Office
943 Washington Square Mail, Washington, NC 27889
Phone: [phone] V FAX [phone] Internet: www.ncdenr.gov
An Equal opportunily 1 Affirmative Action Employer

At the time of inspection the areas reviewed, within the subject projects, appeared to be compliant with conditions of
General Certification #3884. If you have any questions in regards to this initial compliance inspection please call Roberto
Scheller in the Washington Regional Office at [phone]. Please note that this letter is to report findings of a CEI
and does not authorize any impacts to either Waters of the United States or Waters of the State.
Sincerely,
Roberto L Scheller
Environmental Senior Specialist.
Division of Water Resources
CC] Allison Ward, DEMLR, WaRO
Raleigh Bland, Corp of Engineers, Washington Field Office
Reed Chandler, Environmental Inspector, email: [e-mail]
File Copy
givislon of Water Resources— Water Qualify Regional Operations Section — Washington Regional Office
943 Washington Square Mall, Washington, NC 27889
Phone: [phone] FAX: [phone] Internet: www.ncdonr.gov
An Equal Opportunity 4 Affirmative Action Employer

ATTACHMENTS
Buffer Mitigation & Nutrient Offset Site Viability Assessment Request
Proposed Buffer/Nutrient Bank Parcel (GUC Bank Parcel) Tar -Pamlico 03
Permit Document Associated with PING Line 24

1/21/2019
I
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F1 20181640 Ver 1 Additional Information Request_20181214
0
20181640
1
12/14/2018
Additional Information Request for for PNG 24 Replacemer
Q 20181640 Ver 1 -Drift PCN Support Document Nov. 29.SD_20181129
0 Project In Review
20181640
1
Piedmont Natural Gas Line 24 Replacement Project
Pitt
11/29/2018
Draft PCN Support Document Nov. 29.SD
20181640 Ver 1 -Email between Consultant and Reg Agencies for PNG Line 24 Corridor Review_ 20181220
0
20181640
1
Piedmont Natural Gas Line 24 Replacement Project
Pitt
12/20/2018
Email between Consultant and Reg Agencies for PNG Line:
Q 20181640 Ver 1 -Email 20190104
0
20181640
1
Piedmont Natural Gas Line 24 Replacement Project
Pitt
1/4/2019
Email
Q 20181640 Ver 1 Jee Received 20181204
0 Project In Review
20181640
1
Piedmont Natural Gas Line 24 Replacement Project
Pitt
12/4/2018
Fee Received
20181640 Ver 1 Figures_71,27.18_VHB_20181129
0 Project In Review
20181640
1
Piedmont Natural Gas Line 24 Replacement Project
Pitt
11/292018
34332 Greenville Permit Figures_11.27.18 VHB
Q 20181640 Ver 1 Greenville Pipeline Phase I report_20181129
0 Project In Review
20181640
1
Piedmont Natural Gas Line 24 Replacement Project
Pitt
11/29/2018
Greenville Pipeline Phase I report
20181640 Ver 1 HDD Drilling Fluid Contingency Plan 071218_20181129
0 Project In Review
20181640
1
Piedmont Natural Gas Line 24 Replacement Project
Pitt
11/29/2018
HDD Drilling Fluid Contingency Plan 071218
Q 20181640 Ver 1 PCN Form Submission 20181129
0 Project In Review
20181640
1
Piedmont Natural Gas Line 24 Replacement Project
Pitt
11/29/2018
PCN Form Submission
Q 20181640 Ver 1 Signed Certified Mail Receipt 20181218
0
20181640
1
Piedmont Natural Gas Line 24 Replacement Project
Pitt
12/18/2018
Signed Certified Mail Receipt
20181640 Ver 1 Species List 20181129
0 Project In Review
20181640
1
Piedmont Natural Gas Line 24 Replacement Project
Pitt
11/29/2018
Species List_ Raleigh Ecological Services Field Office
20181640 Ver 1 Staff Report_20190102
0
20181640
1
Piedmont Natural Gas Line 24 Replacement Project
Pitt
1/2/2019
Staff Report
20181640 Ver 1 USACE Hold for Incomplete App_20181206
0 Project In Review
20181640
1
Piedmont Natural Gas Line 24 Replacement Project
Pitt
12/6/2018
USACE Hold for Incomplete App
Q 20181640 Ver 1 Wetland Delineation Report_20181129
0 Project In Review
20181640
1
Piedmont Natural Gas Line 24 Replacement Project
Pitt
11/29/2018
Wetland Delineation Report
Q 20181640 Ver 2 -Determination Request_20181212
0 Review in Progress
20181640
2
Piedmont Natural Gas Line 24 Replacement Project
Pitt
12/12/2018
Determination Request
20181640 Ver 2KMZ File 20181212
0 Review in Progress
20181640
2
Piedmont Natural Gas Line 24 Replacement Project
Pitt
12/12/2018
KMZ File
20181640 Ver 2_10aps_20181212
0 Review in Progress
20181640
2
Piedmont Natural Gas Line 24 Replacement Project
Pitt
12/12/2018
Maps
Page 1 of 1
https:Hedocs.deq. nc.govlWaterResourcesISearch.aspx?dbid=0&searchcommand=%7B%5B%5D%3A%5BI D%20%23%a5D%3D%2220181640%22%7D&cr=1 1/1

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
NQR M CA�ZOLINA
fnvirvnmerr at Quality
December 14, 2018
DWR # 18-1640
PITT County
CERTIFIED MAIL: 7015 0640 0007 2358 6990
RETURN RECEIPT REQUESTED
Piedmont Natural Gas
Attn: Mr. Aaron Weldon
4720 Piedmont Row Drive
Charlotte, NC 28210
Subject: REQUEST FOR ADDITIONAL INFORMATION
Piedmont Natural Gas Line 24 Replacement Project
Dear Mr. Weldon:
On December 4, 2018, the Division of Water Resources (Division) received your application dated
November 29, 2018, requesting a 401 Water Quality, Neuse and Tar -Pamlico River Buffer Authorization
Certifications from the Division for the subject project. The Division has determined that your application
is incomplete and cannot be processed. The application is on -hold until all of the following information
is received:
1. Coordination — U.S. Army Corps of Engineers (USACE) and the Division
• A complete review of the project cannot be conducted until the USACE has verified all stream
and wetland locations and the Division has verified all stream that are applicable to the Neuse
and Tar -Pamlico Riparian Buffer Rules for the subject project. [15A NCAC 02H .0502(a)(7)]
2. Please provide more detail of how wetlands, streams, buffer impacts were defined and calculated.
[15A NCAC 02H.0502 (a)(9) and (b)]
3. Avoidance and Minimization
Please provide more details regarding avoidance and minimization of stream, wetland, and
buffer impacts for this project. [15A NCAC 02H .0506(f) and (g)]
• This Office believes that the proposed impacts to stream, wetlands, and buffers on the plans as
described can be moved or reconfigured to minimize the impacts. Please revise the plans to
North Carolina Department of Environmental Quality IDivision of Water Resources - Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889
252-946-6481

PIEDMONT NATURAL GAS
DWR# 18-1500
REQUEST FOR ADDITIONAL INFORMATION
Page 2 of 4
• minimize the impacts or provide a detailed explanation of why this plan for the activity cannot be
practically accomplished, reduced or reconfigured to better minimize disturbance to the streams,
wetlands and buffers. As part of the narrative, please conduct an alternative analysis addressing
why this is the preferred methodology compared to other installation methods.
• Please clarify whether the Division of Energy, Mineral and Land Resources will require riprap within
any stream channels or wetlands as part of the Erosion & Sedimentation Control Plan approval. If
riprap is required, please enumerate and clearly label the temporary and permanent impacts on the
site plan and submit a channel restoration detail. Riprap must be located below the stream bed
elevation.
4. Plan Details for Wetland and Stream Impacts:
Please enumerate all wetland and stream impacts including fill slopes/ dissipater pads/ other
impacts on the site plan and clearly label impacts (Wetland/ Stream Impact 1, etc.). The Division
recommends highlighting by hatching or shading all impacts areas for temporary impact areas and
permanent impact areas. Also, please provide a detailed engineering plan, profile view, and
cross-section of all proposed crossing of streams, wetland, and or buffers. These drawings must
also include details regarding stream alignment in relation to any proposed pipe alignment, pipe
slope, pipe burial, and dissipater pad requirements, temporary dewatering design and impacts,
and restoration of any temporarily impacted area. [15A NCAC 02H .0502 (g) and 15A NCAC 02H
.0506(b)(3]
5. Plan Details for Buffer Impacts:
Please enumerate all riparian buffer impacts on the site plan and clearly label impacts (Buffer Impact
1, etc.). The Division recommends highlighting by hatching or shading all impacts areas for
temporary impact areas and permanent impact areas. [15A NCAC 02B .0233(8)(b)(iv) and 15A NCAC
02B .0259(8)(b)(iv)]
6. Open -Cut Method
Per Condition 9 of GC 4133, all work must be done "in the dry". Therefore, dewatering methods will
be necessary to temporarily dewater the stream channel during pipe installation. Please provide a
construction sequence that details the method of dewatering to be utilized at the site and the
sequence of construction events to be followed to ensure compliance with this condition. In
addition, please ensure that the location of the temporary impacts are shown on the construction
drawings and clearly indicated in the revised impact table. Please provide an explanation of and
details showing how turbidity curtains or other sediment barriers will be installed where the open -
cut method will be utilized to cross stream and wetland complexes. [15A NCAC 02H .0506(b)(3)]
7. Site Restoration Plan
EQQ�
North Carolina Department of Environmental Quality (Division of Water Resources - Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889
252-946-6481

PIEDMONT NATURAL GAS
DWR# 18-1500
REQUEST FOR ADDITIONAL INFORMATION
Page 3 of 4
Please provide plan details on how the temporary stream, wetlands and buffer impacts will be
returned to previous condition and stabilized. This plan will require an herbaceous wetland seed
mix for all wetland that are disturbed. [15A NCAC 02H .0502 (g) and 15A NCAC 02H .0506(b)(3]
8. Mitigation Requirements:
Any mitigation for impacts to jurisdictional stream, wetlands, or buffer must comply with NC
General Statute 143-214.11 (d1)
(https://www.ncleg.net/EnactedLegislation/Statutes/PDF/BySection/Chapter 143/GS 143-
214.11.pdf) and 15A NCAC 02B .0295 (http://reports.oah.state.nc.us/ncac/title%2015a%20-
%20environmental%20guality/chapter%2002%20-
%20environmental%20management/subchapter%20b/15a%20ncac%2002b%20.0295.pdf).
9. Diffuse Flow:
Per the Neuse and Tar- Pamlico River Riparian Buffer Rule, you must show that this site meets diffuse
flow requirements. Typically, this can be accomplished level spreader -vegetated filter strip
(Chapter 8 of the BMP Manual) or other BMP that removes 30% total N and 30% total P (when
applicable) (http://portal.ncdenr.org/web/wq/ws/su/bmp-manual). [15A NCAC 02B .0233(5) and
15A NCAC 02B.0259(5)]
Pursuant to applicable rules and regulations above, the applicant shall furnish all of the above requested
information for the proper consideration of the application. If all of the requested information is not
received in writing within 30 calendar days of receipt of this letter, the Division will be unable to approve
the application and it will be returned. The return of this project will necessitate reapplication to the
Division for approval, including a complete application package and the appropriate fee.
Please respond in writing within 30 calendar days of receipt of this letter by sending three copies of all of
the above requested information to the 401 & Buffer Permitting Unit, 1617 Mail Service Center, Raleigh,
NC 27699-1617.
Please be aware that you have no authorization under Section 401 of the Clean Water Act and the Neuse
River Buffer Rules for this activity and any work done within waters of the state and buffer may be a
violation of North Carolina General Statutes and Administrative Code.
Please contact Anthony Scarbraugh at 252-948-3924 or [e-mail] if you have
any questions or concerns.
North Carolina Department of Environmental Quality (Division of Water Resources - Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889
252-946-6481

PIEDMONT NATURAL GAS
DWR# 18-1500
REQUEST FOR ADDITIONAL INFORMATION
Page 4 of 4
Sincerely,
Anthony Scarbraugh, Environmental Specialist II
Water Quality Regional Operation Section
Division of Water Resources, NCDEQ
cc: Raleigh Bland and Emily Thompson, USACE Raleigh Regulatory Field Office (via email)
Samir Dumpor, DEMLR WaRO
Laserfiche
Shearin Dramby, Dramby Environmental Consulting, Inc. (via email: [e-mail])
North Carolina Department of Environmental Quality IDivision of Water Resources - Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889
252-946-6481

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141 "1
Project Area (645 Ac)
O�0
SCALE IN MILES 3
Site covered by USGS 7.5 minute Greenville SW and k —
Greenville SE, North Carolina Quadrangles
Dramby Environmental Consulting Piedmont Natural Gas Line 24 Project
2707 West Cary Street, Suite 4 Pitt County, North Carolina
Richmond, Virginia 23220
351 McLaws Circle PRE -CONSTRUCTION NOTIFICATION EXHIBITS
Vhb Suite 3
Williamsburg, Virginia 23185
A
---6. hk wd
SHEET 1 OF 41
Project Location Map
November 27, 2018

VAvhb\proiAWilliamsburgN9•' QIP`odmontUn24-WetirdDel l\graphicsTGURESVPERM II_ , _�._IL_ _ I..
Total Impacts
Dramby Environmental Consulting
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PFO - Conversion
20.022 Ac
872,159.5 Sq Ft
PFO - Temporary
6.012 Ac
261,882.6 Sq Ft
PSS - Conversion
1.303 Ac
56,765.4 Sq Ft
PSS - Temporary
0.277 Ac
12,048.6 Sq Ft
PEM - Temporary
6.542 Ac
284,975.0 Sq Ft
Intermittent Stream Temporary
206 LF
ith 5t
Modified Stream - Temporary
7,243 LF
En st Cr©iina
Perennial Stream - Temporary
1,334 LF
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Site covered by USGS 7.5 minute Greenville SW and
I
Greenville SE, North Carolina Quadrangles
'.,
Dramby Environmental Consulting
o „a
2707 West Cary Street, Suite 4
Richmond, Virginia 23220
McLaws Circle
Vhb351
Suite 3
Williamsburg, Virginia 23185
Piedmont Natural Gas Line 24 Project
Pitt County, North Carolina
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
SHEET 2 OF 41
Overall Index Sheet
November 27, 2018

\\vhb\proj\Williamsburg\34332.00 Pied montLin24_WetlndDeli\graphics\FIGURES\PERMIT_Figures\34332_PNG_Ln24_PERMIT_Impacts_Figs_Nov2oI8_v3.indd
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PUB
Proposed Maintained Easement
Perennial Temporary Impact PUB Temporary Impact
npact 17'
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0.770 ACS
AR -
Piedmont Natural Gas Line 24 Project
Pitt County, North Carolina
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
Impact 183
PFO Temporary Impact
0.171 AC
Impact 182
PFO Conversion Impact
0.158 AC
Impact 172
PEM Temporary li
0.022 AC
Feet
0 150 300
SHEET 39 OF 41
Nationwide Permit Exhibits
November 27, 2018
Dramby Environmental Consulting
ii
2707 West Cary Street, Suite 4
Richmond, Virginia 23220
J %`;, 351 McLaws Circle
��
V
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Williamsburg, Virginia 23185
npact 17'
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AR -
Piedmont Natural Gas Line 24 Project
Pitt County, North Carolina
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
Impact 183
PFO Temporary Impact
0.171 AC
Impact 182
PFO Conversion Impact
0.158 AC
Impact 172
PEM Temporary li
0.022 AC
Feet
0 150 300
SHEET 39 OF 41
Nationwide Permit Exhibits
November 27, 2018

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�/ 0.010 AC
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Impact 172
PEM Temporary Impact
0.022 AC Impact 177
Modified Stream Impact 179
Impact175 Impact 178
Impact 174 Temporary Impact Modified Stream
PEM Temporary Impact Modified Stream
0.029 AC Modified Stream 606 LF Temporary Impact Temporary Impact
Temporary Impact 12 LF 343 LF
Impact 173
ct 5607852<LF
PEM Temporary Impa
0.05 AC
Project Area
PFO Habitat
Intermittent Stream
�j Parcels
. PFO Temporary Impact
Intermittent Temporary Impact
0 Access Road
PFO Conversion Impacts
PEM Habitat
• Milepost
PSS Habitat
PEM Temporary Impact
Roads
®PSS Temporary Impact
Modified Stream
Topography (CI=2 ft)
PSS Conversion Impacts
Modified Stream Temporary Impact
Temporary Work Space
Perennial Stream
PUB
Proposed Maintained Easement
Perennial Temporary Impact PUB Temporary Impact
W
Dramby Environmental Consulting
2707 West Cary Street, Suite 4
Richmond, Virginia 23220
'Ill, 351 McLaws Circle
Vhb Suite 3
Williamsburg, Virginia 23185
Impact 180
PEM Temnorary Imnact
j7 if
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Piedmont Natural Gas Line 24 Project
Pitt County, North Carolina
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
i
Feet
0 150 300
SHEET 40 OF 41
Nationwide Permit Exhibits
November 27, 2018

ATTACHMENTS
Buffer Mitigation & Nutrient Offset Site Viability Assessment Request
Proposed Buffer/Nutrient Bank Parcel (GUC Bank Parcel) Tar -Pamlico 03
Landowner Authorization Letter

LANDOWNER AUTHORIZATION FORM
PROPERTY LEGAL DESCRITION:
Deed Book: 236
Deed Book: 250
Page: 573
Page: 354
Parcel ID Number: 5607389713. 5607586918. 5607886517
Street Address: 2242 Sunny Side Road
Greenville. NC 27835
Property Owner (please print:
Property Owner (please print):
of Greenville
County: Pitt
County: Pitt
The undersigned, registered property owner(s) of the above property, do hereby authorize
Raymond Holz and/or Barrett Jenkins of Restoration Systems, LLC
(Contractor/Agent/Project Manager)' (Name of Contractor/Agent Firm/Agency)Z
to take all actions necessary for the evaluation of the property as a potential stream, wetland and/or
riparian buffer mitigation project, including conducting stream and/or wetland determinations and
delineations, as well as issuance and acceptance of any required permit(s) or certification(s). I
agree to allow regulatory agencies, including the NC Division of Water Resources, to visit the
property as part of these environmental reviews.
Property Owners(s) Address: P.O. Box 7207
(if different from above)
Greenville. NC 27835
Property Owner Telephone Number: POC - Jason Manning [phone]
Property Owner Telephone Number:
We eby certi th hove information to be true and accurate to the best of our knowledge.
C
/holl,
(Pi6pWty Owner horized Sig ature) (Date)
(Property Owner Authorized Signature) (Date)
'Name of full delivery staff member (full -deliveries) or DMS project manager (design -bid -build).
'Name of company (full -deliveries) or DMS (design -bid -build).